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Home My WebLink AboutWTR2700715(2) W-71 WEST HILL PUMP STATION WTR-10 1+ 4 Cons-L.ract Documents � BEGINNING OF FILE FILE TITLE West ff ou 1"r zfwfi � 4 ConrFRae'f' �ocu '^a e `�pyb CONTRACT NO. CAOOyS -Qy iAWARDED TO 5 1T 42 v (/ 1 "a i i BID PROPOSAL AND SPECIFICATIONS 1 i WATER PROJECT NO. 715 i 1 WEST HILL PUMP STATION 1 1 t i CITY OF RENTON ENGINEERING MUNICIPAL BUILDING i 200 MILL AVE. SO. RENTON,WA. 1410 MARKET ST. 96055 KIRKLAND,WA 96009 CONTACT RON OLSEN CONTACT:RICK NAA ERT .5-2601 921 6600 1 CITY OF RENTON ' AID PROPOSAL AND SPECIFICATIONS ' WEST HILL POMP STATION M-715 INDEX Page Title Page Index li ' Ili Scope of Mork iv Vicinity Map v Call for Aids Instructions to Bidders vi Summary of Fair Practices/City of Penton I *Certification by Proposed Contractor/Sub-contractor/Supplier/Ref. EEO 2 (MB_/WMBE) Minority and Women's Business Enterprise Participation *Certification of EEO 4 *Certification of Bidder's Affirmative Action Plan 5 *Non-Collusion Affidavit 6 *Certification Re. Assigmnent of Antitrust claims to Purchaser 7 *Minimum Wage Form 8 *Pid Bond Form 9 *Proposal 10 ' *Schedule of Prices 11 Bond to the City of Renton IS Contract Agreement (other than Federal Aid, FHWA) 16 ' EEO Compliance Sample Form and Instructions Environmental Regulation Listing 17 Hourly Minimum Wage Rates ' Special Provisions 26 *Technical Specifications Standard Details Project Plans Attached ' Documents marked * aoove must be executed by the Contractor, President and Vice-President or Secretary if Coryoration 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 ' ii 1 ' CITY OF RENTON WATER PROJECT NO. 115 SCOPE OF WORK ' The work involved under the terns of this Contract shall be the complete ' constructior of a Water Booster Pump station, The Contractor shall furnish all labor, equipment, and materials necessary for a complete installation including sitewo rk, grading, resurfacing, drainage system footings, foundation, floor slabs, pumps, motors, piping, fittings, valves, and all ' electrical and control work including pump power supply and control, lighting, heating, ventilatinq, and all elements of the building stvcture. The work shall be as shown or as can be reasonably implied from these ' specifications and associated construction drawings. ' Any contractor connected with this project shall comply with all federal, state, county and city codes or regulations applicable to such work and shall perform the work in accordance with the plans and specifications of this Contract Document. 1 1 ' tit 1 1 1e� MAZE 0moo D ow a oCounryl V M no f� .�M ' Newcastle AM►ll{Mi 1 ulrlAr O,Nl% Mcp`� Geek; i• � � JT�IIACI May 1 �\2 Sri r w • I '� f� _ 191 rxy'� si 3 tliC� MAMA v ns St arc •, � ..�._ t.�ie - 1 _ luliit A:t K firr.n Y v a mod':'^;I C�.OYIfr . fib+ r 1 A con c4% _fi r .x : E ON "R se "AEI s »� sQ164 Y •oO•• `f t .CP . 5[TV 1 1 / \ VICINITY MAP 1 1 CITY OF REIITOM CALL FOR BiDS ' lest Hill Pump Station Sealed bids will be received until 2:30 p.m., May 4, 1984, at the City ' Clerk's office and will be opened and publicly read in the 4th Floor Conference Room, Renton Municipal Building, 200 Mill Avenue South, The work to be performed within 180 working days from the date of commencement under this contract shall include but not be limited to: Complete constrvttion of a cast-in-place concrete water booster pomp station including two 600 gpm pumps and one 1,000 gpw oW n"risen fire pump with all appurtenances and accessories. 1 The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and contract documents may be obtained at ' the Public Worts Department office at the Renton Municipal Building for a deposit of $25.00 each set plus S2.50 to cover postage, if mailed. The deposit will be refunded upon return of the 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 W percent of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. 1 Maxine Motor, ty e Published: ' RECORD CHRONICLE: April 13 and 20, 1984 DAILY JOURNAL OF COMMERCE: April 13, 20, and 27, 1984 ' v INSTRUCTIONS TO BIDDERS fI. Sealed bids for this propos Office d al will be received by the City of Renton at the On the date the Renton City Llark, Renton ' te spec'fied in the Call for City Nall, until 2:30 o'clock Bids. D.m., At this time the bids will be publicly opened an,1 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 time hereto. 2. be The work to be done is shown on the plans. Quantities are understood to actual approximate. Final payment will be based on field measurement of ' quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the Public Works Department ' Office. Bidders shall satisfy themselves as to the local conditions by inspection 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 ' total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidate the bid. ' 6. The right is reserved to reject any and/or, all bids and to waive inform- alities if It is deemed advantageous to the City to do so. ' 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City Of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory Performance bond covering the full amount of the work within ten days after receipt . notice of in-ention 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 opporr.unity will be offered for oral explanation except as the City may request further information on particular Points. ' 9. The bidder shall, upon reque financial st, furnish informa•ion to the City as to his and practical ability to satisfactori.v perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 EXHINIT #A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NV. 2340 The policy of the City of Renton is to promote and afford equal ' treatment and service to all citizens and to assure equal emplcy- Mont opportunity to all persons regardless of race; creed; color; ethnicity; national origin; sex; the presence of a ron-job-related physical, sensory, or mental handicap; age; or marital status. This policy #hall be based on the principles of equal employment opportunity and affirmative action guidelines as set forth in fedora:, state and local law$. All department, of she City of Renton shall adhere to the following guidelines: (il EMPLOYMENT PRACTICES - A'.l activities relating to employ- ment ouch as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State ' COwnOil of County and City Employee,. l21 COOPERATION WITS HUMAN RIGHTS ORGANIZATIONS - The City of Penton wt coop* ,u�'1Ty utiTi all organtaati;na and ' commissions organised to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative ' Action Program Ryl a matntatned 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 out the policies, guidelines and corrective measures as set forth by this proeran. Corrective employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for ' those department# in which o Protected class of employees is under-repreeented. !Al CONIRACTOR$' OBLIGATION - Contractors, subcontractors and ' suppliers conduct ing bus inees with the City of Renton shall affirm and aubeoribe to the Fair Practices and Non. Discrimination polioios set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shc:i appear in all operational documentation of the City, including biz c.; ia, and shall be prominently displayed in appropriate City far'2i CONCURRED IN by the City Council of the C+ty of Renton, Washington, this tad day of June I680. CITY OF RENTON; RENTON CITY/COUNCIL: �)Wh6J1N .�L 5�,./tp�}y %�Mr✓ %.�CMl�W Council President Attest: Issued: July 10, 1972 7 Revised: February 9, 1976 /�AfU. 9 G LieeL�- Revised: June 2, 1990 icy Cler CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPOR"UNITY .L!/�/1CntrI L-f�7 S/d�. — 7r N ectitiLJ�/L'� N Name o.�sw ontrector INSTRUCTIONS Thia 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 red suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has Itorticipated in any previous contract or subcontrect subject to the equal opportunity clause; and, if , whether it has filed all compliance reports due under applicable instructions. he City has heretofore adopted Resolution 2340 under date of June 2. 198C, amending a "Fair Practices olicy," as implemented by an 'Affirmative Action Program" therein amendinq the policy of the City of enton 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, Ifinducting origin; sex: the presence of a non-job-related physical, sensory or mental handicap; age or rltal status. This policy shall likewise apply to all contractors, subcontractors and suppliers onducting 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 farms or organizations with less than eight employees or Iontracts of less than 510,000 business per annum with the City. ■Slh an the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to s'.�bm1t an Affirmative Action Plan, the minimum acceptable percentage of minority Employment will be that percentage which is currently listed in 'Appendix I" (City of Renton Goals and imetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is vailable for review at the Municipal Building. jhe undersigned contractor therefore covenants, stipulates and agrees that during the performance of his contract he will not discriminate against any person in hiring, promoting, discharging, compen- a Ling or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed in par*. 2 above. ontractor further agrees that he will take affirmative and continuous action to insure full compliance ith such policy and program in all respects: it being strictly understood and agreed that failure to omply with any of the terms of said provisions shall be and constitute a material breach of this contract. ontractor shall, upon regvest and/or as soon as possible thereafter, furnish unto the City any and all reformation and reports required by the City to determine whether full compliance has been made by the contractor with said policy an_ program and contractor will permit access to him books, records and accounts by the City 'or the purpose of investigation to ascertain such compliance. ntractor further acknowledges that he his received a true and complete copy of the City's "Fur notices Policy.' W- 7/5- Contract loonttirlcatl*n Num r LERTIFICATION BY: CONTRACTOR or SUBCONTRACTOR or SUPPLIER NAME: /N tADDRESS: /L'/II1 ' REPRESENTATIVES: egmrE D AfLC✓IF TITLE: JJ/LES/Rr.U7 PRONE: 2SS�-F.C1TL- 3. Contractor/Subcontractor/Supplier has Ricipa tad in a previous contract or subcontract subject to the Equal Opportunity Clause: Yes No 12. llance reports were required to be filed in connection with such contract or subcontract: Zee No t3. Contractor/Subcont�tor/Supplier has filed all compliance reports due under applicable u inetruction Ye• No . If answer `o item 3 is 'No', please explain in detail on reverse side of this certification. CERT I!'ICATION: The information above is true and complete to the best of my knowledge and belief. MC•N1F Ucc.Rc y,�r �,.t �, r ' — yQ��a�h3-4 t e7T o��gna�lease type or Drintl signature T at tWviewad by City Authority: Date: Mom. 1;31/W Rev. 4/31 ' PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REP. RCW 35.22.650 CONTRACTS EXCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) ' and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of ' subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to sala minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the ' bid. As used in this section, the term "minority business" means a business at least fifty-ore percent of which is owned by minority group members. Minority group members include, but are not limited to blacks, women, native Americans, 1 Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit, as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission ' of a false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION M00A0E CQ rlyc Certifies that: Name of Ads (a) it (does) (does not) intend to sublet a portion of the contract work and ' as (has not) taken affirmative action to seek out and consider minority usiness enter rises 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 additionai sheet.) tMBE Min. Gr. WMBF. ' (Name of FSrm,�Bid Item, Results of Caetacts) 1 1. ❑ ❑ c. _— ❑ ❑ 5• ❑ ❑ Mr.,'mv, CAW''/J Yf/.VA::L has been designated as the liaison officer for the administration of the minority business enterprise program for this firm. 1 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT ' Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder X, 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 o the Office o—"ederal Contract Compliance, a Federal Government contracting or administering agency, or the former President's ' Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. (Company ' By: Title Date: ��{ /�8 ' Note: The above certification is ._.uired 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. (Genesaily 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 BIDDERS AFFIRMATIVE ACTION PLAN 1 ' Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: t "Average annual employment level is less than eight permanent employees, ant the total contract amount with the City during the current year is less than $10,000." tCompany 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 ' B1. — Title ' "R 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, .) 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 1 OR d) It is hereby certified that an Affirmative Action Plan will be supplied ' to the City of Renton within five (S) working days of receipt of notification of low-bidder status. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it will include: ' 1) Present utilization of Minorities and Females by Job Classification, 3) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. i M D Mc c 12C c-0 Company / atG�'Y— BY: t tle Rev. 9/9/75 7 l' NON-COLLUSION AFFIDAVIT ' STATE OF HASHINGTOh 1 O SS COUNTY OF �iNG /Vi o.v' T tbeing 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 directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid, Lr 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. tSIGN HERE: ' Subscribed and sworn before me this �:�o day of ,VA�r 19 . ' l izl. Notary Publfc in Wd f 4tSi'afeof ' Lc/aw;.vE'r� residing at -i-7 rrLE therein. 1 t ' 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 and subcontractors shall assign any and all such claims to purchaser, subject to the aforementioned exception. 1 eoi i .�.Ss7ioc/ . ro ect i Name of 8i er s rm x �� S gnatur— a Of At r�dlCipresentatTvt owe e — ' to 7 . C� MINIMUM WAGE AFFIDAVIT FORM ' City of Renton SS COUNTY OF ..vG ' 1, 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 employeu in the performance of such work; not less than the prevailing rate of wage or not less than the minimum rate of wages as specified ' in the principal con'ract; that I have read the above and foregoing statement and certificate, know the con Gents thereof and the substance as set forth therein is true to my knowledge and belief. CONTRACTOR /N. � Zvc tSubscribed and sworn to before me on this `�cc day of �+qy _ 19- l� Notary Publicofin an or a State ' of Washington Residing at ! ex 7a. a'w 1 r4 l' PROPOSAL ' TO THE CITY OF RENTON RENTON, WASHINGTON rGentlemen: The undersigned hereby r certifq that , — has examined the site of the proposed work and ha 5 read and thoroughly understand„r the plans, rspecifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose rto undertake and complete the work embraced in this improvement, or as much r thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates ' and prices: (Note: Unit prices for all items, all extensions, and total amount of r bid should be shown. Show unit prices both in writing and in figures.) rsignature r Address /o7�/, Di rNames of Members of Partnership: r r -- 1 OR Name of President of Corporation 'f4'Aerz? -P. ,fipew rName of Secretary of Corporation _ h':cril.��i L .Npoas Corporation Organized under the laws of _Z '6tjoel' rWith Main Office in State of Washington at L-4g;y2 E K•frf�pt .L't.z .c.� r CITY OF RENTON SCHEDULE OF PRICES NEST HILL PUMP STATION It SCHEDULE OF PRICES NEST MILI. PUMP STATION N - 715 ' (NOTE: Unit prices for all items, all extensions and total amount of hid ' must he shown. Show unit prices in both words and figures and where conflicts occur, the written or typed words shall prevail.) _ P OKINATIE ITEM QUANTITY DESCRIPTION UNIT PRICE TOTAL PRICE ' 1. LUMP SUM Mobilization-Demobilization Site preparation and cleanup 410 do'—we yey 1 2. LUMP SUM Earthwo^v S 5 .07Y 0� ' w0 pwt 3. 220 TONS Structural Fill ..1i aO a � '`moo s�23�. words 4, 125 $.Y. Bement Concrete nS ,p.yu"$ 7 gB7 Lt7 ' 5. LUMP SLIM Fencing dr s s 13.853 ' 6. LUMP SUM Structures / ,[� 0 7. LUMP SLIM Miscellaneous Metals and Fiberglass q7 S _ zai •� ow S S ' L w0 ra wk'14A.4 y, i ' CITY OF RENTON SCHEDULE OF PRICES NEST HILL PUMP STATION ' B. LUMP SUM Doom. windows,and Hardware q9 S p, 3� wo rd s Lt L,ld#zr .,... 9. LUMP SUM Finishes S..%.4' f sw.a'lMw+�'-+L i eel,�SII cc Toros �...F Aw;:,-o . 10. LUMP SUM Specialties Q� 11. 2 EACH Domestic Pump and Electric Driver p'J E S S�7 239 cd 12. 1 EACH Fire Pump and Right Angle GC9t Drive' CO— s yra�a -{ia,a44' - a s /5�O 70— (WOMsTn� d'((-� t13. 1 EACH Die el Engine Driver OD $ S $ ' wo la. LUMP SUM Equipment p� S 7i. e 3 words 15. LUMP SUM Mechanical LV: 4 " t, s 3 S �35pO—` ' (words , .� 16. LUMP SUM E1 trice pQ ' $ '! S $'G ords 1 17. LUMP SLIM Automatic Control S stem $ 31�� n words),,, ' Subtotal Sales Tax (8.1%) S Total 07Q CITY OF RENTON SCHEDULE OF PRICES j _ WEST HILL PIMP STATION I The undersigned bidder hereby agrees to Start construction on this project, if awarded, within 10 days of Notice To Proceed and to complete tthe work within 180 calendar days from date of execution. Dated this �J�i day of i 19 • Signed Titleas�ac�"'r ' Address 1 3-n 0 Telephone A S S- G.v 1C-, City of Renton Business License No. State Contractor's License No. ti1p-.�1U nr� ZZ33 T ' ACKNNLEDGEMENT OF RECEIPT OF ADDENDA: No. —L— Date � fs- 3 4 ' No. Date ' No. Date No. Date t t� CITY OF RENTON SCHEDULE OF PRICES NEST HILL PUMP STATION I ALTERNATE FOR EQUIPPIM ' The basic bid shall be for the pump station complete with the pumps and motors as described in section "Measurement and Payment." The contractor ' shall submit an alternate add or deduct price for the pumps (No. 1, 2, 3) and the electric motors (No. 1, 2) listed below and which conform to the specifications. The add or deduct price will modify the subtotal of bid items io. 1 - 17 and does not include sales tax. The add or deduct price shown shall cover the complete cost of the equipment and all modifications necessary to accomodate the substituted equipment including engineering ' fees if necessary. All pnmos supplied for the pump station shall be of the same manufacturer. FUMP AND ROTDIC-- MANUFACTURER MODEL NO. ADD OR DEDUCT ' 1. Aurora Yertiline _ . 00 2. Peabody Floway _ 1—00 Af 3. Byron Jackson — � /S�� 4. "other" 115�;'%'5NYAH 5 i::c.•i'�F �33.OD 1 CITY OF RENTON ' Addendum Numher One to the Contract Documents for Water Project No. 715 - West Hill Pump Station TO ALL PLANHOLDFRS: 1 You are hereby notified of the following changes, deletions, additions, corroctions, and clarifications to the plans, specifications, and other documents comprising the Contract Documents for the City of Renton West Hill Pump Station, Water Project No. W715. A. TECHNICAL SPECIFICATIONS 1. Sheet 18-1, Section 2, "Rid Item No. 2" Add the following sentence: ' 'The lump sum price shown shall cover the complete cost of all landscaping improvements as shown on Sheets 5 and 6 of the Project Plans." 2. Sheet 2-8, Section "Chain Link Fabric" ' Delete the following sentence: 'Chain link fabric shall be woven with 9 gauge steel wire into a uniform mesh 3 inches by 3 inches measured at 90 degrees from ' adjacent wires by 5-1/2 inches high." Add the following sentence: ' "Chain link fabric shall be woven with 9 gauge steel wire into a uniform mesh 3 inches by 5-1/2 inches." 3. Sheet ll-A, Section R. "Frame and Enclosure" Add the following sentence: 'Sound pressure level readings shall be taken on the minor axis of the engine (not in line with the openings in the ends of the housing)." t M.O. MOORE CO., INC. ' 8. Project Plans 1. Sheet N of 17. Section A The line between the front building wall and the building roof, ' part of which is vertical and part of which carries a 2:1 slope--Add the following note: "Window full length of east wall of pump station, see specs." Addendum NO. 1 is hereby made a part of the Contract Documents, and its terms and conditions are fully binding on the planholder and contractor. The contractor shall acknowledge receipt of this Addendum No. 1 by signing in the space provided below and attaching it to his proposal. ' RH2 ENGINEERING, P.S. ' Richard H. Harbert, P.E. Issued: April 30, 1984 Received and Acknowledged: onC for Ate ' tiy t e afi to 1 ' 1 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 ' M. D. Moore Co. , Inc. hereinafter referred to as 'CONTRACTOR." WIT4ESSETH: ' 1) The Contractor shall within the time stipulated, (to-wit: within !b0 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 performeo, 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, e in connection with the City's Project (identified as No. w -T'S w for improvement by construction and installation of: - West Hill Pump Station ' All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all ' applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thareover. It is further agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shalt be furnished 2of 7 Contrasts Other Than Federal-Aid FNMA ' 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 par; ' 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 3 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 accoant 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 tkls 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 Contact, 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_j151 days after ' the serving upon it of such notice of termination does not perform the Contract or does not commenc_e_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 Cuntractor 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. 1 Contracts Other Than Federal-Aid FNwA 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 on account of any patented or un, patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless ' otherwise specifically provided for it 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 ' M - I Contracts Other Than Federal-Aid FHWA 5of7 ' notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, tcertified 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 180 _ 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 Two Hundred Ten and No/100s ($110.00)_ 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 no• any provision in the ' Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. ' The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which 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 t 0 6of 7 Contracts Other Than Federal-Aid FHMA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. i 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules. pay- rolls, reports, estimates, records and miscellaneous datr pertainin, to the Contract as may be requested by the City from t'r to time. 1 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all ' persons and fi ms performing labor on the construction project under this Contract or furnishing materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 11. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of liashington. 11) The total amount of this Contract is the sum of ($307,269.93) Three Hundred �Mn ThMAand_Tyg..tlilRdrgd c,x .-Din & 931.100s. which includes Nashington State Sales Tax. Payments will be made to Contractor as sF-cified in the "Special Provisions" of this Contract. i r 1 Rev. i83 Contracts Other Than Federal-Aid FHWII 7 of 7 ' IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set ' his hand and seal the day and year first above-written. t CONTRACTOR CITY OF RENTON teceta!r!y artner or Mayor ATTEST: 1 ty or d D e M rm ame tIndividual_ Partnership ' Corporation x A o ncorCorporation rate poration Attention: If business is a CORPORATION, name of the corporation should be listed in ' full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. ' If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. ' I. Bond MD. 76-0120-1A2564" BOND TO THE CITY OF RENTON ,KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned M.D. Moore Co., Ind. ,as principal, and United tee ids it a d Juara t Com corp ration organized ,and existing under the laws ot the State of Manlatd as a surety corporation, and gualif ied under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of �$ 307,269,22) - - - - - - - - - - for the payment of which swn on demand we bind our- selves and our successors, heirs, administrators or personal representatives, as the case may be. ,This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at t_ Washington, this 1 day off_. 19 °')• tNevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for t 'dater Pra�eet Th. 715 _ WEST HILL PUMP JTATION '(which contract is referred to herein and is made a Fait lereof as though attached hereto), and 'WHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, if the said M.D. !bore Co., Inc. shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence on the part of said Principal, or any subcontractor In the per- formance of said work, and shall indemnify and hold the City of Renton harmless from. 'any damage or expense by reason of failure of performance as specified in said con- tract or from defects appearing or developing in the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain In full force aid effect. N_.D.�Moore io. Inc. 6z ram+=lu. United States 11QeT1 and Cuarant Company ' By �E' Mike Amundsen, Attorney-in-feet 'Revised: 8/16/83 �„ 'gym';•ee0 UNITED STATES FIDELI (tUARANTY COMPANY E:. �N DI cad talnDay '.. BID BOND ya K I BONDNIYEB ......_. ..............._.............................. _._........._.... SNOW All MIN BY TNSSa MISSNi1: RI Go. oil M D. 11Dori M .._.....Q�DEO.}l I .__..._.._._......_._...........__.... ....__.__..»_.. M e � r ......_...... a MmtW .eW UNITED suns FIDELITY NW ..............._............._. ___._..._.._.____._.__.._......._._..._.._.._..............................._.. r: ... ., .' itI1BgMIT tOfMO a tYgirl aaaaaim a tail as INN alai rrr bale. ._.__ .__._.._......._............._.._.__ ..__....._.__.__....._.....__...__ ..__._...._».....�iayatoe..at...Ein►nce '� F1ve_P� t a� of 1btB1 Aaount Pad - - 'I a DaEl1o.in ma NO an0 lust sum M -._._W Gll.......�t1!�..___...__.._..._..._.._.._..__........._..._....G.7...-. _ _ _ _ .. Mi - 7. Dollars, gwlW many of tlw Uinta Stsha. an TN 'aYmaa a wed Wm. wall as tf*to Be MW w bled eataalaq as Mkt, aaacaaa, y L' amrmstrators.smwurs andasilgaa rolntry am WvanOY,the,y py thew Drtnab. WNSaaAS, to w0 Primlpal Is arewlln suamatlna ds Dlapoul 'f . Water Probe, ND. 715 Welat Hill `.'mP Steti0111 Ta CDNOI11pN IN THIS 0311601 a 111 that.I the almee,o Pnmrpal shall be all the eontuct the saLd Pnnupat ells,within to p ` i q time mlai enter into!larmal vohje, arm pw .a01W n0 Wmnnt who to WCI..the arPoronam'e 0the terns and OOlnllbee,of ;'l � IM p011t!let.thin InH obligation to M v010. NMrwls!Ina PnnGIWi and$pr11y well pry uate IN Dpllgea the 41110lMe In moMY aliwaan W to annont of the Ole of tell ulU Prmlal IN the Amount for ehrth thin Olhgee legally comncts eltn+oath., "M to padarm the work It the WW amouN he'e niet,ut Ire loan., Dal in r10 eves; snail lanillly heleuader eaeell the penal SJm here0l N p� Anna,+lord NW delivered 1MJ 4, 1904 :.. 14!}....JloDix_fe.,_hYL._..._._........_.._,........... #/u a I �eX .5..._.......el YBDB gtiR waglNn cotnANr 6 - --�,I �MDa Atlana Aacl d .. CERTIFIED COPY GENERAL POWER OF ATTORNEY No......9 ?9,.3...................... Kw.R.Nan be she.►rreresa t That I'NITED STATES FIDELITN' AND CU'ARANTV COMPANY,a e.rpom... mpnued and auxin, under,the !a.. of the Matti M \Ian end.and having its pomp,,ogwe al the City el Baaimmos,to the State If \Iapland, Awe hereby ronwtute and appoml ' Mike Amundsen of the Ci•is.I Seattle 4.0.f Washington its low sold 4.1 ae.,ne) ..it h„th,wtA -f Washington, Oregon and Alaska for tM lolln.nsg pupµ rota To.teat aS namee a..S terror No,and to uecme.sad and acknowledge any and all Mode.and to re.pnuvelY d.and perform anY and oil.n.and tldnp,til forth in the molot..of the Boud of Mroy,nre of the said UNITED STATES FIDELITY AND (IL ARANTY C.OMPANI',a cerohed copy of which is hereto anne.:d and made. yen of mat P•.e of Attorney and the said UNITED STATES ' FIDELITY AND GUARANTY COMPANY, through us,fit Boatel of Director•.hereby ranaen sod ,insamx all and whamoerer the said Mike Amundsen may I..d.ily do ns the premwe by rime of Ont.yrernu. In rhawa choreal, the said UNITED STATES FIDELITY AND GUARANTY COMPANY has caused on instrument to be .paled with its eoryonte tied,duly attenat by the sgrumrn of d.Vice President and Assistant Societe".this 6th day..1 May .A.D.19 83 UNITED STATES FIDELITY AND GUARANTY COMPANY. ' Jeanne R. Eddy . ... Yfnlnaidn,. ' (SEA' (Signed) ,...,Robert 0. 8ruce ............................ ro ..,....,....., MakNa the Senenry. STATE OF MARYLAND. ' BAt.nuoa M:e CITY, On this 6th day of May A.D. 1983,before me persoo.11y is., Jeanne R. Eddy .Vice Posudeot nl the UNITED STATES FIDELITY AND GUARANTY COMPANY and Robert G. Bruce ..Antietam Secretary-1 said fomp.ny with both whom I.m prrvm u dl, .,eanted, who bens, by on ....rally duM1+worn,said chat Nhe).the sad Jeanne R. Eddy and Robert G. Bruce were re.pictiwal, the V.Prnidem and the Assistant Secretary of the said UNITED M STATES FIDELITY AND tUARANTY COMPANY, the c,upmuion dncNWi m.nJ wh¢n e.ermeahe Lrgmnr Powu of Anornq ►■` that the) each w knew the Seat of said ogrtau m nn. that e ".I aa.pd ad Power Power of Attnmev w such corporate see that it was wo fixed bt orrier of the Board of Directors of said corporstum.sod that they u,nrd their name in...is by like order a.\ae Prenud,rt and Assistant Secretary,rwptctiyely..J the Companv. .1, commissmn eapnee the Arta do to July.A, D.19. 8.6. Margaret N. Hurst (SEAL) (Signed) Nnortr Public. STATE OF MARYLAND 1 f Sit BALTIMORE f.ITY. 1, Saundra E. Banks Clerk f he Circuit Cowin for Baltimore Cie,.hkh C.un u. ' Court of Record,and has.tide do hereby..rut,the, Marg are i M. Furs t ,Equire.be.,, whom the aunt rd .Nd..m were male.and wh. has them. -li.crdod his name. .., at in.tame nl ,o dmnr,. Not.,, Public of the State of M vlead. is and I., the my of Bdpmorr, duly commtvtoned coil,.Spat cad unhanmd b 1.. m administer..the..it take v knowledtmen,. .r proof of deew to be recorded Nicosia. 1 Furth-r ecrt,ly that 1 tan aap•amted with the hanJvunsg of the laid and sapid,b,h..p the stgne,ure to be his r,mo.or Signature. 1. Trourani renewal.I here.sat my hand and aft he -Li.1 the Circdt Lou,,Ins B.H.I.City,,he amp boar,.C.mn of Record,that 6th do,.1 May .A.Dig 83 ' (SEAL) (S:g.^.edj Saundra E. Banks Clerk 0 It.Cirrus,Court l.r Bottom...City. as 3(lilt CO" OF RESOLUTION ' rho►hares,it is,create,for the effectual,amatlon of boxes",that this Company appoint seen,and attorneys with power and authority to act for it and in i,name in Smtew ether then \6niand,and in Ile Terri one,of the United State.and in the Pca,incw ' and tertnena of Canada: Than/.re,be It Rys the,t this Company do,and itheeby does. author,.and empe.er its Ptenident or either of in Vim. Pre idrn,in,,items, with me Secreteey or y.of i,Ar,tam Secn,etn.under i,corpontc seal.to appoint any person or per»na f avomq or auamep.io-fact,or yam or yenta of said Continent-In its name and as it,act,s.costa,and deliver an, and ail contract. t gwnmeeuq the fidelity of prramm bolding position.of public or private trust. pumnteam, the performances of Ort.rt. other then m4momee pohcie,and executing or suanntwing bond.and undertaking,required or peemitted m all action.or prxeediys,or by law afnwed,and Ways in it....and a.its attorney or mmimay.lo-fam,or ascot or yema to execute and gufante,the conditions,of any and all bond,rawn,m rantts,obli[aion,wipulatiom,mo a tskme,or an,b,a, in the nature of either mf the "my, which are or mq by law, muniapal or otherw,s,or by any Statute of the United Fats,or of any State or Territory of the United States or of the Province, or teneimrom of Caa.d.,or by the sales,mumistimm.orders,country. PI.ctme or discrrtion of any board. body.omarim ion.once or officer. Iota.n ipal es, olmew,r, be allowed, re9ulted or permitted to be oecmed,made.,ken.V,.f,tendered,accai filed or Intended I-,the secant,or protection if,by or for an,person or perm.., corpora,,. boil.. canto imerm, municipality or other raociatfon Of nrganlsatmn whatmeser, in an,and all opacities whmaoaer,rum loved for the doing or net doing`f amthing or sm,condition,which may be Minded for in any aurh bond.I,cynirnce.obli,.tion.stipulation,or undertaking.or snythiy in the nave,of either of the same. ' 1. Theodore G. Parka ,an Asals,m Secsetsn of the UNITrD STATES FIDELITY AND GUARANTY COMPANY,do hereby It.&that the Imyoing n . full, true and correct cop,of the original power of Womq giean b.said Company to Hike Amundsen ' of Seattle. Washington aghouung and ampoweriy him to lv bond.u thaeln act forth,which pnwa of mnrmy he.,coos,been arked and le fill In full fort&and effect. And I do further uertif,that said Power of Attoma wf gran m pu,aann of a rr.olmim, adopted as • rryvLe meetly of the 1 Board of Director,of ,aid Comi duly c.tied end held at the ogre of the Comp.,, in thr City, of Baltimore. on the Sth it., of N..rember.1981,.t which meeting a gvoam of the Board of Dimino we*prawnt and that the foregoiy u a true and correct cop,of rid re,olmion,end the whole thereof r rernrded In the moue,of rid treating. In Tonle,,, Whereof, I hen hereunto of my hand and the feel of the UNITED STATES FIDELITY AND GUARANTY CDhfPANY on Jame 6. 198Date 1 4 .._ .................................................... Aa4res S., seat'. 1 1 ' J� • NasuE aTE RREEoc�vn 06-18-84 aoucEn TN CwRIFNGR r roam u.rArreR n ENFONNIMTx)N oAILr Am cnmaRAE aORaaMR VON M(lITAFlCAR NOIapE TN CpngCAR DOES IpT Almw. Miller, Hansen 6 Torphy, Inc. unm CRA AITIA M Croww"AF aY M POLK"saoN. 510 Joshua Creen Bldg. - --- Seattle, WA 9B101 COMPANIES AFFORDING COVERAGE CLEOM�A A Northern Insurance Co. of N.Y. j VALMOC �n` M Maryland Casualty Co. M. D. Moore Co., Inc. —' P.O. Box 2603 IE TIEA C• Atlas Assurance Co. Renton, WA 98056 co*MMY D AattEn CCMF Y ` LETTETAasw TO caM vnNAT ROL sOF uumMNfa usm Raba ma"MN rsat0TonE Nauman,NwETO AM"NONE M SOUCV raw00EwmAlm. IpTSRTMTAND1Am,ANY REOMa ,Team mA CORIngN OF MY COarRACT OR OTHER DOCUMENT NTTN nsaraCT TO sMCa TN C=nWAR My r rmm OR MY HRTAw,M ErJMHr2 AMpsm NY M ROWmEf OEECErm HE RaN r EYILrCT TO ALL M TTEM,uCLUNOM,AND Ceps ■rIw CF suo,POLX=. TYRE OF NNaU0.AI,CE Rpmcv NDHEEfl WTt N� tan,�M lNe1LIlY l O S N TMalralp Owwaal llAa►RY _ � AOaRE,AR X mn%EitwM raw SMP 0"07466 02-01-84 02-01-85 $ 500 •500 FIEMSESV UTIONS „MR^ s loo aloo AmIA:TSCOIrfF1®oMxATaas CONTRACTUALammoso $ i EnERBuemT LanaAtTNRS VDAD TOW PAWEnn aWYE RAS'OW MLWRY FEW wYu RiIUflY :500 AArtawoaaa UaaIITY e, X Ap Amo NAM 04407466 02-01-84 02-01-85 A' iMA • Au,Anm anus NRrr aAv� �. MIND ar DAN®Aures(bTWVRv'As l `�','",�„ • AUTOS Na,oNED AOm)S a�FAss $ aaNa uuurY • 500 EECFaa uAaurr ,E/EuA FM UB 47637536 02-01-84 02-01-85 roai�® :3.000 $3,000 On"TNM NsrRAU raw waaRaa corr[RwArxma ttANTDRY µ0 (END,AMAM IMPLOYEA'lmAaaRrY 0XXA4 MU"LM oMR • msEASFEX"EwLO" C Builder's Risk * 366824 06-18-84 12-18-84 307 000-"All Risk" Insurance xcluding earthquake 6 _ aF aREflATmoHs,LorwTNora�vEnNcaFeNarEcw NR114 Water Project No. 715 perils. ertificate Holder is 4.ncluded as a West hill Pump Station Named Insured on Builder's Risk policy. Renton, WA Cityof Renton SHOULD MY OF THE ANOVE CE•CRm '�arOUCWaCwanVClTMEx- V , RIRATION ,ATE THEREOF, THE Rp aOO Yh-- My WILL Municipal Bldg. N J� DAYS"TRH sane To M®MrRwIE NOLM HUM To THE /( a a DA a.rmvn 06-1.8-84 Q CER THIS o wfilyTE a maIIN Aa A HOLO l oP IS caR And Da r AMD r Al . Miller, Hansen 4 TorphBldg. , Inc. wOeaa O VON TII4[lTfmatlrl lAPPOM THIS Oa1RE1CA1F 009110TNro, 510 .Joshua Green Bldg. Esrao Ga aETEw Tee ooaaEaa AnamaD~-eeP�mNLa' Seattle, WA 98101 COMPANIES AFFORDING COVERAGE A Maryland Casualty Company aSuwED — LETTER Y A City of Renton � a Municipal Bldg. 200 Mill Avenue So. COWMY Y Renton, WA 98055 LIFITIVw w rr - n�■TO CEMEY MY EOUM OF a YEARS R CONDITION a N OF HAYS aEEM CT OR TO THE a1SUI1 su NANED RESPECT Pon 11E IOUCY RIMOD1CATIL E y NDIYaTea1TANMy ANY t T EaENT,TfaE Dw OOMDDMY H ANr COMwAR M OTHER DOQaaEIET ERM atlEaCT TO SYI, EJIIMD 0 UAr a[aW/D ON Wr EFMAa-M aslauwDE APWIm[O MY THE EGUnfa OEapaEL lEllaw at a11MCT M ALL TIC TaEtE."Cuomo.41 .Alo DDIOP TMMm a>IEnI EGExsa. TYEE OF amMiMIOE e[Mltr NIAPefw aG4r NeMM IOC,tMYeelp IIAaMItY EaaTa a THOUSANDS nrt Aam+n un armYn +oonEG.rz avow UAa\nY Dar"DONSNc raw w rr S S WVE1SOrtwNx �INZW G�PmHE"� S S wtlDUCfSCOILE?ED 7twMa `oowEWD $6,000 $6,000 IQMI�NT LOMTwtiDe W.J iD1Y PEDPEETr DaMa PlnsoWi PDIM PEneoMr MUURY S A OWNER'S PROTECTIVE LC 38056002 06-18-84 12 -84 Aurotoaas EauaTrY M. wr NrtD �� S Nl oNMED MnRt,a PIS , — — NlOWEDNNDS( P IWED NRaf 'r LKNOMED wroS I S uwE.wEm — _ `ooe►-u S EXCEEDS uAturY LIARRIA 11a `OOIj Ep S S ODtA THIN u L u raw WOWEM*OOMPO" ON ttMTDn>,I. MO MACH AM010tI @WLOYM ywmsurT Mumma WTI aSSEA5FFK11FYEmV� OTIB1 acwvTOH UM nPEn"T'wsaocaTM►'s^�fe'MaEs'srEE`a'ttrs P+ner'e Protective Liability for insured's liability arising out of Construction operations performed for the Named Insured by M. D. Moore Co., Inc.in connection with Water Project No. 715, :?eat Hill Pump Station, Renton, WA Mrs ' EHOLLO ANY OP THE AEOYE DESCwaED MOUCaa aE tYHY_3_EEPO,E THE EM- City Of Renton PmAnON DATE TKREOE. THE ISSUING COEPANY WILL fNDEAYON TO Municipal Bldg. EeAa aE� DAYS WWTTEM HOTICf TO THE CIMEmATf MDID[P e O TO THE LEfT m4RAtUlE TO YAI�UCNNOTMatmHU,MI011E Io 0aU0ATMMl OII NAmL1TY 200 Mill Avenue So. OF ANY Milo LEON THE CDYPAHY.ITS AGENTS ON MEl11EmfMATWfa Renton, WA 98055 ♦UTNDmgD REPe1ESENTAYVt Att : 6 n +--� ' MINUTES OF ' FIRST MEETING OF BOARC OF DIRECTORS OF L. MOORE COMPANY, INC. The first meeting of the Board of Directors of M. D. Moore Company, Inc., a Washington corporation, was held at the office of the corporation, 13652 Southeast 107th Pl.ce, Renton, Washingtcn 98055, on the 14 day of Auqust, ' 1978, immediately following the adjournment of the share- holders meeting. All of the directors being present, ' Monte D. Moore acted as Chairman and Karen L. Moore a.;ted as Secretary of the meeting. ' The Chairman declared that the first order of business was the election of officers. The following nominations were made and seconded; ' For President, Monte D. Moore; for Vice President, Harold H. Rose, for Secretary and Treasurer, Karen L. Moore. There beinc no other nominations, upon motion made and seconded the nominations were declared closed. There- upon the nominees were unanimously elected to the offices ' to which they had been nominated. The Chairma❑ then presented a form of stock certi- ficate to the meeting for examination. On._motion duly made, -1- seconded, and unanimously carried, it was: RESOLVED, that the form of stock certificate ' presented to this meeting is approved and adopted for the common stock of this corporation. The Chairman next presented a form of corporation seal to the meeting for examination. Upon motion duly made, seconded and unanimously carried, it was: ' RESOLVED, that the form of corporate seal presented to this meeting is approved and adopted as the seal of this corporation and the secretary is instructed to affix a specimen thereof to the By-Laws. The next matter of business was the appointment of ' the registered agent. Upon motion duly made, seconded and ' unanimously carried it was: RESOLVED, that 13652 Southeast 107th Place, Renton, Washington 98055, is designated the ' registered office of this corporation and Monte D. Moore is designated as the Regis- tered Agent of this corporation, as set forth in the Articles of Incorporation. The next matter of business was the preparation of the corporation books. Upon motion duly made, seconded and unanimously carried, it was: RESOLVED, that the Secretary of this corpo- ration is authorized ana directed to procure t and prepare proper cor}. ,rate records and books for maintaining the records and books of the financial and corporate affairs and for the ' performance of her duties and the duties of the Treasurer. ' -2 The Chairman stated that the corporation's attorney ' had suggested that the stock to be issued should be quali- fied under Sect )n 1244 of the Internal Revenue Code so that any loss on the sale of the exchange of the stock by the original investors should to treated as ordinary loss, while any gains would remain capital gains. A plan was presented to the meeting and discussed. Upon motion duly ' made and seconded and unanimously carried, it was: RESOLVED, that the following plan for the issuance of Common Stock of this corpora- tion as S. ction 1244 stock is hereby adopted: PLAN FOR ISSUANCE OF SECTION 1244 STOCK 1. A maximum of 25,000 shares of common stock, par value $2.00 per share, of this corporation shall be offered to the persons who have previously subscribed for its shares in the ' amounts subscribed and such other persons as are designated by the Board of Directors. ' 2. All of the 25,000 shares shall be offered sulely for cash or prop- ' erties(other than securities) and the maximum amount to be received by the corporation in consideration of the stock to be issued pursuant ' to this plan shall be $50,000.00. 3. Said 25,000 shares shall be offered ' and issued only prior to 1978, and any shares not .id for in cash or by the trans: of property ' acce_ ted by the Board of Directors prior to 1978, shall be 1 -3- withdrawn by operation of this pro- vision and such shares shall not t thereafter be offered if issued pursuant to this plan. 4. Such other action shall be taken ' by the corporation and shall qualify the stock offered and issued under this plan as "Section 1244 Stock", ' as such term is defined in the Internal Revenue Code and the regu- lations issued thereunder. ' Upon motion duly made, seconded and unanimously carried, the following resclution was adopted: RESOLVED, That the Renton Branch of Rainier National Bank is hereby selected as the bank of deposit for the funds of the corporation, and that said bank account shall be kept in the corporate name; that ' all checks or drafts drawn against said account, shall, in addition to the corpo- rate name of this corporation, bear the personal signature of the officers ' required. There being no further business to come before the ' meeting the same was adjourned. /in/.✓1 Secretary '7 -4- a - 0 64 QQz s c eI ISSUED 06/07/a4 CITY OF RENTON g1� M. J. MUL fE0.00 13652 BUSINES „ICENSE FEE 5 E 1 7 v FINANCE DIRE LlcWMS nas made appncaoon for a City of Renton Busmess 4cimsa m accorGance wit0filpna of Tipe V.Business ReQWations Chapter 1,Code of Gonnal Oromancefi of tM City oandfiQ/Ma l0Comply wnh all in,reOwrNnenlfi of field ordinance Licansea sMUI 1urlMr coairy And all other Gly Codee,Qrd~ces,Slatfi LaW�MG RsQulaliup9 appiiUOlif IO IM W ' flinty oCanMO Bieewt0el. Y MOOAE CO INC* Me 0• ' v 0 •OX 2603 .Isewill..., lee UNTOM NA 96051 t t 1 �AEraslEuo As rxonow e uw Es A. _ �� . ' fiENEIIAL CONTUCTON `�=� KGIGTMT,ON NUMUR IWU',n ' ti 223-Ot NONOOI�1233ty,W/11/� N 0 MOORE CO,INC 13652 U 107TM PLACE t RERTONE WA 98056 1 1yyryf Yn{//n V IssuEo tl+OEPANINENT OF LAUON ANO INOUVRIL; _I MDr& M. O. MOORE COMPANY. INC. r-o ao.awa waa•• gym..11 ARNION ..:Goss ' a:a GP/G ' AFFIRMATIVE ACTION PROGRAM 1) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and In all facilities at which this firm's employees are assigned to work. This firm will specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of, and carry out, our obligation to maintain such a working environment with specific attention to minority and female individuals 1 working at such Bites or in such facilities. 2) Establish and maintain a current list of minority and female ' recruitment sources, provide written notification to these sources, and to community organizations when this firm has employ- ment opportunities available and maintain a record of the organlazations' responses. 1 3) Maintain a current file of the names, addresses, and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a Union, a recruitment source or a community organization, and what action was taken with respect to each Bush individual. t 6) Provide immediate written notification to the Director of the OFCCP and other Boo offices when the Unions with which this firm has a collective bargaining agreement does not refer to this , ' firm a minority person or woman sent by this firm, or when this firm has other information indicating that the Union referral process has impeded the Contractor's efforts to meet its obligations. S) This firm will participate in tra: Ang programs for the area which expressly include minorities and women including upgrading programs and apprenticeship and training programs relevant to this firm's employment needs. This firm will provide notice of these programs to the sources indicated above. 6) lhis firm will disseminate its EEO policy by providing written notice of the policy to Unions and training programs and requesting their cooperation in tsalsting this frim in meeting Its CEO obligations. This firm will review its EEO policy with all management personnel and all minority and female employees at tleast once a year. The company EEO policy will be posted on ' 2 t the bulletin boards accessible to all employees at each location where this firm is performing construction work. ' 7) This fltm will, at least annually, review the Company's EEO policy and affirmative action obligations with all employees having any responsibility for hiring, assignment, layoff, termina- tion, or any other employment decision, including specific re- view of these Stems with on-site supervisory personnel, such as superintendents, general foremen, and foremen, prior to the initiation of construction work at all sites. A written ' record shall be made and maintained identifying the time and place of these meetings, persons attending, specific matters discussed, and disposition of the subject matter. ' B) This firm will disseminate EEO policy externally, including it in advertising by news media, specifically including minority and female news media. A copy of this firm's EEO policy will ' be mailed to all subcontractors this firm does business with. 9) This firm will, not later than one month prior to the date of acceptance of apprentice applications, send written notification to all of the organizations indicated above describing the openings, screening procedures, and test to be used in the selection process. This firm will encourage present minority and female employees to help recruit other minority persons and women. 10) This firm will, at least annually, conduct an evaluation and inventory of all minority and female personnel, for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, etc. , such opportunities. 11) This firm will ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a discriminatory effect by continually monitoring all personnel and employment related activities. 12) This firm will ensure that all facilities and company activities are non-segregated and that separate or single user toilet and necessary changing facilities shall be provided to assure privacy between the sexes. ' 13) This firm will documant ar.d maintain a record of all solicitations of offers for subcontracts for minority and female construction contractors and suppliers including the circulation of solicit- ations to minority and female contractor associations and other business associations. ' 14) This firm will conduct a review, at least annually, of all supervisors adherence to and performance under this firm's EEO policy and affirmative action obligations. 15) This firm, in accordance with the Department of Labor, Office of Federal Contract Compliance Progams specifications - ' Executive Order #11246, paragraph eight, will participate i3 1 in the local Associated General Contractors affirmative action program for the purpose of obtaining their assistance in fulfilling this firm's obligations of 7A through 7P of the 1 Executive Order and other EEO office requirements. 16) This firm will not enter into any subcontract with any person or firm debarred from government contracts pursuant to the Executive 1 Order f11246. 17) Chris to her R. Funk is designated the responsible official 1 o mon for a employment related activity to ensure that company EEO policy is being carried out and to submit such reports and records as required by the various EEO departments, 1 Federal, State, and its political subdivisions. Address: M. D. Moore Co., Inc. P. 0. Box 2603 1 13652 S.E. 107th Place Renton, WA 98056 1 Phone# 255-6076 1 1 1 1 1 1 1 i. I 1 1 MDM M. C. MOORE COMPANY. INC. �o •oa asoa vase•• o>.-�. MINTON WA 9@06a tasa ao>a SUPPLEMENT TO ' AFFIRMATIVE ACTION PROGRAM ' Disabled Veterans and Veterans of the Vietnam Era 1) This firm will not discriminate against any employee or ap-plicant for employment because he or she is a disabled veteran or veteran of the Vietnam era in regard to any position for which the employee or applicant for employment is qualified. This ' firm agrees to take affirmative action to employ, advance in employment, and otherwise treat qualified disabled veterans and veterans of the Vietnam era without discrimination based upon ' their disability or veteran status in all employment practices such as the following: employment upgrading, demotion or trans- fer, recruitment, advertising, layoff or termination„ rates of pay or other forms of compensation, and selection for training including apprenticeship. 2) This firm agrees to post in conspicuous placesavailable to ' employees and applicants for employment, notices in a form to be prescribed by the Director, provided through or by the Contarcting Officer. Such notice shall state the Contractor's obligation und4r law to take affirmative action to employ al,d advance in employment, qualified disabled veterans and veterans of the Vietnam era for employment, and the rights of applicants and employees. 3) This firm will notify the labor unions with which it has collective bargaining agreementsthat it 1s bound by the terms of the Vietnam Era Veterans' Readjustmtne Assistance Act and is committed to take affirmative action to employ and advance in employment qualified disabled veterans and veterans of the Vietnam era. 4) This firm will include the provisions of this clause in every subcontract or purchase order of $10,000 or more unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to the Rehabilitation Act of 1973, so that such prov- isions will be binding upon each subcontractor or purchase order ' as the Director of the office of Federal Contract Compliance Prc,,rams may direct to enforce such provisions, including action for non-compliance. ' 2 ' Employment of the Handicapped 1) This firm will not discriminate against any employee or applicant for emploument because of physical or mental handicap in regard ' to any position for which the employee or applicant for employ- ment is qualified. This firm agrees to take affirmative action to employ, advance in employment, and otherwise treat handicapped individuals without discrimination based upon their physical or mental handicap in all employment practices such as the follow- ing: employment, upgrading, demotion or transfer, recruitment, advertising, layoff or termination, rates of pay or other forms of compensation and selection for training, including apprentice- ship. 1 2) This firm agrees to comply with the rules, regulations, and relevant Orders of the Secretary of Labor issued pursuant to the Rehabilitation Act of 1973 as amended. t3) This firm agrees to post in conspicuous places available to employees and applicants for employment, notices in a form ' to be prescribed by the Director, Office of Federal Contract Compliance Program, Deparmtne of Labor, provided by or through the Contracting Officer. Such notices shall state the contrac- tor's obligation under law to take affirmative action to employ ' and advance in employment qualified handicapped employees and applicants for employment, and the rights of applicants and employees. 6) This firm will notify the laobr unions with which it has collective bargaining agreements that it is bound by the terms of t section 503 of the Act, and is committed to takes affirmative action to employ and advance in employment physically and mentally handicapped individuals. ' 5) This firm will include the provisions of this clause in every subcontract and purchase order over $2,500 unless exemted by rules, regulations, or orders of the Secretary issued pursuant to Section 503 of the Act, so that such provisions wil be binding upon each subcontractor or vendor. This firm will take such action with respect to any subcontract or purchase order as the Director of the Office of Federal Contract Compliance Programs may direct to enforce such provisions, including action for non-compliance. ' CONTRACTOR/SUBCONTRACTOR Y 1 J� REPORTING PERI01 ' MONTHLY MANPOWER UTILIZATION REPORT : ey ♦ Month: Year: To be subml tted to the City's Project Goals and Timetables as comDitted Engineer during the 1Ft week of following in Contractor's Affirmative ' month while contract is in progress. Prime '� T Action Plan _°- Contractor is responsible for obtaining and submittino all Subcontractor Reports. or per City's Plan 9.l ' To: (Mama u.0 location of Compliance Agency Dept.) From: (aaae and location of contractor ' -ibis re;rort is required by Executive Order 11246, Section M. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 2. w. f 5. b. ,.in, . .ota: York Hours of Employment (See footrwte) rity. number umber r,/t of of °f Dla nsi a • c. • • e. • minerit Empby. F.to- er. Allen/ .otal tote'. f Sca- E^ploy- ees company's Rene (I.D.i :cede done Tots black pac:c :no Ln ricL^.c -'a]e w? sea i,lar-1 C ' A Tr C I ' A T[ C ' Tr C A ' Tr A ' A _ T _ C ._r - Tr ' Tr 2c.-.psry Cf ficla l'e 5:gnature an a U. Date Slg ned 9.!Tll:p� tone Lumber ' ude Area Code) 11/77 (-Males L Females, --Minorities L Non-minorities) Page of 7/80 (Submittal Requirements i City's Goals/Timetables? — INSTRUCTIONS FOR FILING EMPLOYI�'T UTILIZATION REPORT (CITY OF RENTON) ' The Employment Utilization Report is to be completed by each subject contractor ' (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on ' the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance ' Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory ' Compliance Agancv . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Anv contractor who has a qualifying ' construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who ha3 a ' qualifying contract. 2. bade . . . . . . . . . . . . . . Only those crafts covered under applicable ' EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all ' employees in each classification; the total number of hours worked by each *minority group in each classification and the total ' work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftworker Qualified, Ap - Apprentice, It - Trainee). 4. Percent of minority work- ' hours of total work-hours . . . . The percentage of total minority work-hours worke-' of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) ' 5. Total Number �f Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during ' reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's ' aggregate work force during reporting period. • Minority is defined as including Blacks, Hispanics, American Indians and Asian ' and Pacific Islanders - both men and women. REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLOTIbh'-IND7 SEScAPAT (TSB. �r YUBLTC RAMUT�OIIACES ' 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 witl, all provisions of the follow- ing laws, ordinances, and resolutions: K_�i__n�gg __C��o��u�nty Ordinance No. 1527 requires Building and Land ' ev�pFR%t Divtsion�—�—Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated intu project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. ' King Count • Ordinance No. 800, No. 900 No. 1006 and Resolution . o. . o. o. o. an No. l,4T contained in ing ountyCode�Titles an 0 are prove--Astons o dispose- ' Lion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. ' P_uge_t Sound Air Pollution Control Agency__ encv Regulation 1 : A regu- lation to contro t e emission o air contaminants mom all sources within the jurisdiction of the Puget Sound Air Pollutinn ' Control Agency (King, Pierce, Snohomish, and Kitsao Counties) in accordance with the Washington Clean Air Act, R.C.IV. 70.94. ' WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 18-02: Requires operators of stationary sources of air contaminants to maintain records of emissions, periodically re- port to the State information concerning these emissions from his operations, and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I. ' R.C.W. 90.48: Enacted to maintain the highest possible standards toensurethe purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife, birds , game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this ' State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil penalties of 55.000/day for each violation. ' R.C.W. 70.95: Establishes uniform statewide program for handling sorild wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under ' the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' A.C.W. 76.04.370: Provides for abatement of additional fire haz- , 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. 76.04.010: Defines terms relating to the suppression or ' a atement o orest fires or forest fire conditions. R.C.W. 70.94.660: Provides for issuance of burning permits for ' aTaiing or prevention of forest fire hazards, instruction or silvicultural operations . R.C.W. 76.04.310: Stipulates that everyone clearing land or ' c earJng rig t-of-way shall pile and burn or dispose of by other satisfactor) 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 an rec amation. ' W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining to an c Baring and burning. ' U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902: Author- t ize�Eretary of A--may and Corps o ngtneers 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 iPL92.500 ' 6 tB—�at:gli�AutTiortze--'s tfie-Secretary of t e rmy, acting t- iTrougFi t�Fie Corp6 of Engineers, to issue permits .`or 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, shall fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION ' Section 13 of the River and Harbor Act approved March 31 1899: ' rovz es t at isc arge of r—elsee without a permlt into navigable waters is prohibited. Violation is punishable by fine. Any citi- zen may :ile a complaint with the U. S. Attorney and share a por- tion of the fine. -2- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS- KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION ' King tCounty Resolution No. 25789 requires an unclassified use permt�o filling, 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 Ma��n��a��ement Act 7971 requires a permit for construction on ate s oi, !;s. Penm12 acq,:ired by Public Works and reviewed by Building and Land Development Division. King County Ordinance No. 1488 requires permit for grading, lard PIITs,gravel pits, um-mppinn,quarrying and mining operations ' except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMFNT OF FISHERIES AND GAME ' Chaster 112, Laws of 1949: Requires hydraulics permit on certain protects. (King County Department of Public Works will obtain.) ' WASHINGTON STATE DEPARTMENT OF ECOLOGY V.A.C. 173-220: Requires a National Pollutant Discharge Elimination ' System permit before discharge of pollutants from a point source i,ito 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 di. -urge ' which contains turbidity.) W.A.C. 508-12-100: Requires permit to use surface wale ' W.A.C. 508-12-190; Requires that changes to permits for water use e neview`_eT_Tiy tTie Department of Ecology whenever it is desired to change the purpose of use, tF, 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: kequires permit to construct reservoir for water storage. ' W.A.C. $08-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood ' controo none. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.) . -3- PERMITS REQUIRED FOR THE °ROJECT . Continued ' WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES ' R.C.W. 76.04.150: Requires burning permit for all fires except ' for sma out oor fires for recreational purposes or yard debris dispcsal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, 76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit reqt 3d before cutting merchant- ' aUe tim er. R.C.W. 76.08.275: Operating permit required before operating ' power equipment in dead or down timber. R.C.W. 78. 44.080: Requires permit for any surface mining opera- tion inc-1u-Ting sand, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of Ftarch 3, 1899: Requires ' permit or construction (other t an ri ges, see 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, SZ.28.030, 52.28.040, 52.28.050: rovp—(Fes—auttior1ty or, requirements o , and penalties o�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 grid e Act of Marc 23, 1906, an General Bridge Act o 1946 as amen e A &usI -9 Sb equines a permit or construction o— i gee on ' navlga —waters (King County De a partment of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws whilf securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Fnvironmentsl Policy Act of 1969, Water Quality Improvement Act of 1970. ' PUGET SOUND AIR POLLUTION CONTR01 AGENCY a Section 9_02 d) (2 iii) of Re Elation I: Request for verifica- ' tion� popuTaiio'—n density. ontractor should be sure his opera• Lions are in compliance with Regulation I , particularly Section 9.02 (outdoor fires) , Section. 9.04 (particulate matter--dust) , ' and Section 9.15 (preventing particulate matter from becoming airborne) . -4. ' -EN PERAITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40, C% ter Ic, Part 61 : Requires that the Environmental > rii ection gencv a note to 5 days prior to the demolition of any struct,:re 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. t -5- 1 1 HWY-R32320-lb PREVAILiK MINIiIUM HOURLY WAGE RATES MARCH 08. 1994 OCCUPATION: CARPENTERS 1 LOCATICN: CLALLAP, GRAYS HARBCA. ISLANC. JEFFERSON, KING. KITSAP. LEWIS. MASON. PACIFIC (NOPlM OF WAHKLAKUM COUNTY NORTHERN BOUNDARY 1 EXTENDED DUE WEST TO THE PACIFIC OCEAN). ►IERCE.• SKAGIT. SNCHCMISH, T)ucPTON, WHATCOM AND PARTS OF THE FOLLOWING COUNTIES LYING a Si OF THE I2CTH MERICIAN: CHELAN. OOLGLAS. KITTITAS 1 !hi YAKIMA COUNTIES. FRINGE BENEFITS 1 APPRENTICESHIP .06 f/HR. STATE HEALTH AND WEIFARE 1.25 $.HR. STATE PENSICN 1 .35 A/HR. STATE 1 TOTAL HOIP;.V BENEFITS 2.66 f/HR. FEDERAL WAGE RATES 1 OCCUPATION OCCCPATION STATE FEDERAL CODE OESCRIPTICN RATE RATE 1 C70-OCIO ACCCUSTICAL FCPEKAN 18.22 -- 070-OC2C ►CCOUST ICAL WORKER 17.22 17.22 070-3030 BDCP MAN 17.31 17.31 1 CTC-CC4C BRIDGE. DOCK ANC WHARF BUILDER 17.26 17.26 070-0060 CARPENTER 17.06 17.06 070-3100 CARPENTER - WORKING BURNED. CHARRED. 17.16 17.16 1 CRECS(TED CP TREATEC MATERIAL -- 070-CCIO CARPENTER FOREMAN 18.06 070-0140 CRYWALL APPLICATOR 11.06 17.06 C7C-C150 FLOCK FINISHER 17.19 17.19 1 070-0160 FLCCR LAYER 11.19 17.19 010-0170 FLCCR SANCER 17.15 17. 19 C7C-O2CC MILLWRIGHT AND PACHINE EAECTCR 17.56 17.56 1 070-0213 MILLWPIGHT FOREMAN 10.56 -- 070-0250 PILFJP1VEP 17.26 17.26 070-0260 PILEDRIVER FOREPAN 18.31 - 1 070-0270 PIIECPIVFR FOREMAN - CN POWER RIGS WHILE 18.61 -- DRIVING AKO/CR PULLING PIING 010-03CC SAW FILER 17.19 11.19 070-0110 SHINGIFP - WOOD AND CCMPCSITION 17.19 17.19 ' V C-0330 STAIIL'.ARY PCWEP SAW CPf PATCR 17.19 17.19 070-0340 STATIONARY POWER ►CCOWOPKING TOOL OPERAICR 17.19 17.19 1 1 WEST HILL PREJECI CITY OF RENTON 1 1 PACE l ' HIY-R32320-AA PREVAILING MINIMUM HCURLY WAGE RATES MARCH 08. 1984 OCCUPATION: CEMENT MASCNS LOCATION: KING CCUKTV ITHAT PORTION NORTF CF A STRAIGHT LINE ON 190TH STREET SW WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST ' TC THE CCUNTV LINE). FRINGE SE14LFITS HEALTH AND WELFARE .00 FEDERAL PENSION .00 FEDERAL TOTAL HOONLY BENEFITS 2.20 A/MR. FEDERAL ' TRAINING FUND .00 FEDERAL WAGE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIFTICN RATE RATE LGROUP I 090-0260 APPLICATICN OF SEALING CCMPCUND 17.86 1,4.63 C9O-OC15 CEMENT MASON - BUILCING GENERAL 17.86 14.63 090-0213 CONCRETE PAVING 17.86 14.63 090-0240 CURB ANC CUTTER 17.86 14.63 ' 090-0230 CURING CONCRETE 11.86 14.63 090-0220 PATCHING CDNCPETF 17.06 14.63 090-02SO SIDEWALKS 17.8E 14.63 ' GROUP 2 090-0330 APPLICATION OF UNCCPLAYMENT 18.11 14.88 ' 090-01tO CGMPCSIIICN MASTIC 18.11 14.80 090-C280 CONCRETE SAY (SELF POWERED) 18.11 14.88 090-0360 FPCXY 18.11 14.8E C90-0?IC FINISH COLORED CCNCRETE 19.11 _4.88 090-0075 GRI JER. HANC POWERED 18.11 14.88 090-0370 GUNITE NUZZLEM►N 18.11 14.88 090-0270 PLASTIC 13.11 14.88 ' 099-0290 POWER TOOLS IGRINCEPS AND Alt OTHERS) 16.11 14.88 090-0300 SANDRLASTINC ARCHITECTUAL FINISH 18. 11 14.8E 090-0?20 TUNNFL WORKERS 18.11 14.88 GROUP 3 t 090-0140 TROWEL MACHINE EN CCLCRFC SUBS. 16.36 14.88 COMPOSITION OR KALMAN FLCCRS ' WEST HILL PPCJECI CITY OF RENTON PAGE 6 I IHWY-R12320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 06, 1994 OCCUPATION.- CEMENT MASONS iLOCATICN: RING CCUNTY (TEAT PORTION NORTH OF A STRAIGHT LINE ON 190TH STREET SW WERE IT STARTS AT THE PUGET SCUNC AND EXTENDS EAST ' TO THE COUNTY LINE1. OTHER 1 090-9C90 STATE: FOREMAN. .00 S/HR. OVER THE JOURNEYMAN RATE wHEN SLPERVISING 5 MEN OR LESS 090-9C91 STATE: FCPEPAN. .375 1/1-P. EVER THE JOURNEY- 1 MAN RATE WHEN SLPERVISING 6 MEN CA MORE i 1 1 1 i 1 1 1 1 1 i WEST HILL PRCJECT CITY CF RENTON 1 PACE T 1 1 1 MWY-R32320-AA PREVAILING MINIMUM MOLRLY WAGE RATES MARCH OB. 1984 OCCUPATION: COPNUNICATION TECHNICIANS 1 LOCATION: CLALLAN. JEFFERSON, RING AND RITSAP COUNTIES. 1 FRINGE BENEFITS TOTAL HOLRLY BENEFITS 3.33 S/HR. STATE 2.63 f/HR. FEDERAL 1 WAGE RATES 1 OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION R►TE RATE 1 ICC-OC20 FCREPAN 16.64 -- 100-0120 JOURNEYMAN ELECTRONIC TECHNICIAN 15.13 13.66 k 1 1 i 1 i 1 1 WEST HILL PRCJECT CITY CF PENTCN 1 PAGE 11 1 ' HWV-032320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH OB. 1984 OCCUPATION: ELECTRICIANS ' LOCATION: CIAIIAM. JEFFERSCN. RING AND MITSAP COUNTIES. ' FRINGE BENEFITS HEALTF AND WELFARE .9E5 AMR. STATE NEBF 3.00 1 STATE ' PENSION 3.00 2 FEDERAL PENSICN - LOCAL 2.30 A/HR. STATE TOTAL MCI,RLY BENEFITS 3.385 $/HR. FEDERAL ' TRAINING FUND .10 A/HR. STATE WAGE RATES ' OCCUPATION CCCUPATION STATE FEDERAL CODE OESCRIPTICN RATE RATE ' 170-0010 CABLE SPLICER 22.68 22.6E 63 170-0C CONSTRUCTION STCCMMAN 10.31 170-0040 ELECTRICIAN 23.62 20.62 ' 170-0050 FCREMAN 22.68 __ 170-OC60 GENEF '.L FCREMAN 24.74 1 t ' WEST HILL PRCJECT CITY CF RENTON PAGE 14 t 'HWY-P32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 00. 1994 OCCUPATION: FENCE ERECTORS AND FENCE LABCRERS 'LOCATIONt CLALLAN, GRAYS HARBOR. ISLANC. JEFFERSON. KING, KITSAP. LEWIS. MASON. PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EATENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT, ' SNCHCMISH. TIURSTON AND WHATCCM COUITIES. FRINGE BENEFITS 1 TOTAL HCI;RLY BENEFITS 2.98 S/MR. FEDERAL t WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 250-0010 FENCE ERECTER 12.65 -- 250-OC20 FENCE LABCRER 10.60 15.16 t ' WEST HILL PROJECT CITY CF PENTCN PAGE 16 iHWY-R32320-AA PREVAIIIKG MINIMUM HOURLY WAGE RATES MARCH OB. 1984 OCCUPATION: FLAGGERS LOCATION'. CFELAN. CIAILJM. DOUGLAS, GRAYS HARBOR. ISLAND, JEFFERSON. KING. KITSAP. KITTITAS, LEWIS. MASON. P►CIFIC, ►IERCE. SKAGIT. iSNCHCMISH. THUPSICN. WHATCOM AND YAKIMA COUNTIES. FRINGE BENEFITS iTOTAL HCLPLY BENEFITS 3.33 A/HR. STATE WAGE PATES iCCCUPATION CCCUPATION STATE FEDERAL CODE OESCPIPTICN RATE RATE i260-0010 FL►GGER 10.78 -- 1 1 1 1 1 1 i 1 1 ' WFS7 HILL PRCJFCT CITY CF PENTCN i PAGE 17 1 I 'HWY-R32320-AA PREVAILING MINIMUM HCURLY WAGE RATES MARCH 08. 1984 OCCUPATION: GLAZIERS ' LOCATICN: CLAttAM. ISLANC. JEFFERSCN. KING. KITSAP AND SNOHOMI SH COLN/IES. FRINGE BENEFITS APPRENTICE TRAINING .16 A/HR. STATE HEALTH AND WELFARE .75 A/HR. STATE HOLIDAYS .62 A/HR. STATE PENSICN 1./S A/HR. STATE TOTAL HOLALY BEVEFITS 1.85 $/HR. FEDERAL VACAIICN 1.24 A/HR. ST►TE VACATION AFTER I YEAR 2.00 WEEKS FEDER►L ' WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL ' CODE DESCRIPTICN RATE RATE 270-0020 FCREMAN 18.73 -- ' 270-OCIO JOURNEYPAN 17.84 16. 77 OTHER 2TO-9270 FEDERAL : NA SHINGTON'S BIRTHDAY, NEW YEARS. MEMCPIAL, INCEPENCFNCE, LABCR. THANKSGIVING. FRIDAY Al TER THANKSGIVING AND CHRISTMAS DAYS ARE PAIL HOLIDAYS. 1 ' WEST PILL PRCJEC7 CITY CF PFNTCN P►GE 18 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 08. 1584 OCCUPATION: INSULATION APPLICATORS ' LOCATION: CNELAN. CLALLAM. CLARK. COWLITZ. DOUGLAS. GRAYS HARBOR, ISLAND. JEFFERSCN. KING. KITSAP. KITTITAS, KLICKITAT. LEWIS, MASON. ' P►CIFIC, PIERCE, SKAGIT. SKAPINIA, SNONOMISN. THURSTON, WANKIAKUM, WFATCOM AND VAKIMA COUNTIES. ■■ FRINGE BENEFITS ■ NEALTF AND WELFARE 1.25 A/HR. STATE PENSICN 1.35 S/HR. STATE TOTAL HOLPLY BENEFITS 1.6b ►/HR. FEDERAL TRAINING FUND .06 A/HR. STATE ' WAGE PATES OCCUPATICK OCCUPA7/1)N STATE FEDERAL CODE DESCRIPTION RATE RATE 310-OC20 FOREMAN 14.22 -- 310-0010 JOURNEYMAN 13.22 14.06 WEST HILL PRCJECI CITY CF PENTCN PACE 20 'HWY-R32320-AA PREVAILING MINIMUM HOLRLY WAGE RATES MARCH 08. 1994 OCCUPATION: LABORERS ,LOCATION: CLALLAM. GPAVS HARBOR. ISLANC. JEFFERSON. KING, KITSAP. LEWIS. MASON. PACIFIC INOPTF OF WAHKIAKUM COUNTY NORTHERN BOUNDARY ' EKTENDEC DUE WEST TO THE PACIFIC OCEAN). ►IERCE. SKAGIT. SNOHCMISH, THURSION AND WHAICCP COUNTIES. FRINGE BENEFITS ' HEALTH AND WELFARE 1.75 f/MR. STATE PENSION 1.45 A/HR. STATE TOTAL HCLRLY BENEFITS 2.88 A/HR. FEDERAL TRAINING FUND .13 f/HR. STATE WAGE RATES OCCUPAIICN CCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ' GROUP I 350-21CC WINDCW CLEARER 8.46 10.13 GROUP IA 350-0150 CLEAN-UP LABCREP 8.46 15.1f GROUP 2 351-0090 BATCH WEICHMAN 10.78 15.16 350-0460 CRUSHER FEELER 10.78 15.16 ' 35C-12EC PILC1 CAR 10.78 15.16 350-1870 TCOLROO/ MAN EAT J0B SITEI 10.18 15.16 GROUP 3 350-0110 BROCMER 14.96 LS.16 350-0130 BRUSH CUTTER 14.96 15.16 ' 350-0150 BRUSH HOG FEEDER 14.96 15.16 350-0190 PURNERS 14.96 15.16 350-0220 CAR AND TRUCK LCACEP 14.9f 15.16 350-0280 CEMENT HANDLER 14.96 15.16 t 350-0300 CHANGE-HOLSE MAN OR DRY SHACKMAN 14.96 15.16 350-0320 CHOKER SETTER 14.96 15.If 350-0360 CONCRETE AMC MONOLITHIC LABCRFR 14.96 15.16 350-0390 CONCRETE FORM STRIPPER 14.96 15.16 ' WEST HILL PROJECT CITY OF RENTON PAGE 21 ' HWY-R32320-AA PREVAILING MINIMUM HOLRLY WAGE RATES MARCH 08. 1984 OCCUPATION: LABORERS LOCATION: CLALtAM. GRAYS HARBOR, ISLANC. JEFFERSCN, KING. KITSI/. LEWIS. MASON, PACIFIC INOR71- OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT. SNOHOMISH. THURSTON AND ►HATCCM COUNTIES. WAGE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ' GROUP 3 350-0470 CURING CONCRETE 14.96 15.16 ' 350-0520 DEMOLITION. WRECKING AND NOVING IINCL. 14.96 15.16 CHARRED MATERIALS) 350-0510 DITCH OIGGEP 14.96 15.1E ' 350-0550 CRIERMAN 14.96 15.16 350-0660 DUMPMAN 14.9f 15.11 350-0700 ELEVATOR FEEDER 14.96 15.16 350-0725 FALLER ANC BUCKER -- HANC 14.96 15.16 350-0750 FINE GRADERS 14.96 15. 16 350-CISO FORM SE 17 ER 14.96 15.16 350-0820 GENERAL IABCRER 14.96 15.16 ' 350-OE70 GROLT MACHINE HEADEP TENDER 14.9t 15.16 350--0940 HEADER LABORER AND GUARD RAIL ERECTOR 14.96 15.16 35C-0970 HCLSE NRECKER 14.96 15. If ' 3SC-1100 MATERIAL VAROMAK (INCIUOING ELECTRICAL ) 14.96 15.16 350--1160 NIPPER-SWAMPER 14.96 15.16 3SO-1350 PITMAN 14.9f IS.11 ' 350- 1370 POT TENDER 14.96 15.16 350-1530 PIPRAP MAN 14.9E 15.16 350-1640 SCALEMAN 14.96 IS. It 350-16SO SKIP14AN 14.96 IS.16 ' 350-1720 .'LOPER SPRAYMAN 14.9E 15.16 3SC-11SO STOCKPILER 14.96 15.16 350-1890 TRACK LABORER 14.96 15.16 ' 350-1930 TRUCK SPOTTER 14.96 15.1E 350-2130 VINYL SEAMING 14.96 15.1t GROUP 3A 350-0010 ANC HCR MACHINES 14.9t IS.SO 350-OC80 BALLAST REGULATCR MACHINE 14.96 15.50 350-0240 CARPENTER TENDER 14.96 I5.50 ' WEST HILL PRCJECI CITY OF RENTON PAGE 22 'HWY-R32320-AA PREVAILING MINIMUM HCURLY WAGE RATES MARCH 08. 1984 OCCUPATION: LABORERS 'LOCATION: CLALLAP. GOATS H MOR. ISIANC. JEF(EPSON. KING. KITSAP. LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BCUNDARV EETENCEC DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT. SNOHCMISH. THUPSICN AMC WHATCCP COUNTIES. WAGE RATES ' OCCUPATION CCCUPATIOk STATE FEDERAL CODE OESCRIPTICN RATE RATE GROUP 3A 350-0310 CHIPPER 14.96 I5.50 150-0130 CHOKER SPLICER 14.96 15.50 350-0340 CHUCK TENCER 14.96 15.50 350-071C EPDXY TECHNICIAN 14.96 15.50 350-0610 G46ION BASKET 8(JLOER 14.96 15.50 350-0860 GRINDERS 14.96 15.50 350-08R0 GRCLTMAk IPRESSUREI, INCLUDING PCS7 14.96 15.50 i TENSICN BEAMS 350-1250 PAVEMENT BREAKEP. UNCER 90 CBS. 14.96 15.50 350- 1320 PIPE POT TENDER 14.96 15.50 350-1340 PIPEWRAPPER 14.St 15.50 350-4390 PCWCEPMAN HELPER 14.96 15.50 340-TACO POWER BLGGY OPERATOP 14.96 15.50 350-1410 POWER JACKS 114.96 15.50 35C-I510 RIBBON SETTER. hEAO 14.96 15.50 350-IS50 RIPRAP MAN, HEAD 14.96 I5.50 350-1580 OCCUR 14.St I5.50 ' 350-17I0 SLOPER (CVEP 20-1 14.96 15.50 3SI-1765 STAKE HOPPER 14.96 I5.50 350-1830 TAMPER (PULIIPLE) 14.96 15.50 3SC- 188O IOPMAN - TAILMAN 14.96 15.50 ' 350-2030 VIBRATING SCREEC IAIR, GAS CP ELECTRIC) 14.9t 15.50 350-1450 WHEELBORACW. POWER DRIVEN t4.96 15.50 GROUP 38 3SO-0270 CEMENT FINISHER TENCFF 14.96 15.64 150-OSTO DRILL DCCIOP AND BIT GRINCEP 14.96 15.64 350-1000 LASER BEAM OPERATOR 14.96 t5.64 350-1179 PCWCERMAN 14.9f 15.64 350- IS40 TUGGER CPERATOR 14.96 15.64 WEST HILL PRCJECI CITY OF RENTCN PAGE 23 �HWY-032320-AA PREVAILING MINIMUM HCUPLY WAGE RATES MARCH O8. 1964 OCCUPATION: LABORERS ,LOCATION: CLALLAM. GAYS HARBCR. ISLANC• JEFFERSOE. KING, KITSAP• LEW!S. MASON. PACIFIC (NORTH OF WAHKI►KUM COUNTY NORTHERN BCU4OARY EKTENCEC DUE WEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT. SNCHCMISH. THURSTCN ANC MHATC(M COUNTIES. W►GE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE OESCRIPTICN RATE RATE GROUP 4 e 350-0050 ASPwALT RAKER 15.44 15.64 3SO-0250 CEMENT DUMPER - PAVING 15.44 15.64 350-0E50 DRILLER - WAGON AND AIR TRACK OPER►TOR 15.44 15.64 350-0120 FALLER INC SUCKER - CHAIN SAW 15.44 IS.64 t 350-OP40 GRACE CHECKER AND TRANSIT MAN 15.44 15.64 353-3950 HIGr SCALER 15.44 15.64 350-(CSC MA4HOLE BLIIDER 15.44 15.6♦ ' 350-1200 N022LEMAN (CONCRETE PUMP. GREEN CUTTER WHEN 15.44 15.64 USING CCMEINATICN CF MICH PRESSURE AIR AND WATER CN CCNCREIE AND RCCK, SANCBLAST. GUNKITF. SHCICREIEI WATER BLASTER 350-1254 PAVEMENT BREAKER. OVER 90 LBS. IS.44 15.64 350-1280 PIPELAYEP AND CAULKER 15.44 15.64 353-1670 SEWER TIMBERMAN 15.44 15.64 350-1140 SPREADER (CARRIES GRADE WITH RODOER) 15.44 15.64 350-2CCO VIBRATOR 15.44 IS.64 ' GRCUP 4A 350-0420 CONCRETE SAW OPERATCR 15.44 I5.50 350-C980 JACKHAMMER 15.44 15.50 ' 350-1480 RAIIPOAC SPIKE PULLER 15.44 15.50 350-1150 SPREADER - CLARY PCWEP CP SIMILAR TYPES 15.44 IS.50 35C-184J TAMPER (MULTIPLE AND SELF PRCPEIIED) 15.44 15.50 ' 350-1820 TAMPER ANC SIMILAR ELECTPIC, AIR AND GAS 15.44 15.50 OPERATED TOOLS 351-1905 TRACK LINER IPOWERI 15.44 IS.50 350-2090 WFLL-POINT MAN 15.44 15.50 ' GROUP 48 350-1I15 PIPE RELINEP INOT INSERT TYPEI 15.44 15.7♦ WEST HILL PRCJECI CITY OF RENTCN PATE 24 'HWY-R32320-AA PREVAILIKG MINIMUM NCLPLV WAGE RATES MARCH 06. 1964 OCCUPATION: LABORERS LOCATION: CLAL UP. GRAYS HAPBCR. ISLANC, JEFFERSON. KING. KITSAP. LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY ' EKTENCEC DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT. SNCHCMISH, THURSTCN AMC WHATCCP COUNTIES. WAGE RATES OCCUPATIOK OCCUPATION STATE TATE FEDERAL CODE DESCRIPTICN ' RATE GROUP 5 3SC-02CO CAISSC4 WCRKER 15.80 15.74 35O-I030 LASER BEAM OPERATOR )TUNNEL) IS.BD 15.T4 350-1110 MINER 15.8C 15.74 350-13EO PCWDERMAN 15.80 15.74 ' 350-ISCO RE-TIMBERMAN 15.80 L5.T4 150-1130 SPACER ITUNKELI 15.80 15.74 OTHER 350-9355 STATF: CVERTIME : All WORK PERFORMED IN EXCESS CF S HDJRS IN AhY CNE DAY OR IN EXCESS ' CF 40 HCURS IN ANY ONE WEEK. MONDAY THRCUGH SATURDAY, SEALL BE PAID AT ONE ANC ONE-HALF TIMES THE EMPLOYEES REGULAR RATE. 1 350-935h STATE: CVERIIME : ALL WCPK PERFORMED ON SUNCAVS ANC HOLIDAYS SHVI, BE PAID AT TWO TIMES TEE EPPLCVEES REGULAR RATE. t WEST HILL PRCJECT CITY Cf REN'TCN PAGE 25 t 1 'HWY-R32320-AA PREVAILING MINIMUM "CURLY WAGE RATES MARCH 08, 1904 OCCUPATION: LABORERS (SEWER C WATER IINE CCNSTRUCTION) LOCATION: CLALL►M. GRAYS HARBOR. ISLANC. JEFFERSCN, KING. KITSAP. LEWIS. MASON. PACIFIC (NORTH Of THE ►AHKIAKUM COUNTY NORTHERN BCUNDARY t EXTENDED DUE WEST TO THE PACIFIC CCEANI. PIERCE, SKAGIT. SNCHCMISH. THURSTON, WHATCCM AND PARTS OF THE FOLLOWING COUNTIES LYING WEST OF TF - QCTH MERIDIAN: CHELAN. KIITITAS, CKANCGAN AND YAKI PA CCUNT IES. FRINGE BENEFITS HEALTF AND WELFARE 1.75 $/HR. STATE PENSICN 1.45 A/HR. STATE TOTAL HOURLY BENEFITS 3.33 A/HR. STATE $/HR. FEDERAL TRAINING FUND .13 A/HR. STATE ' WAGE RATES CICCUPATICN CCCUPATICN STATE FEDERAL ' CODE DESCRIPTICN RATE RATE 360-0010 GENERAL LABCRER 13.8C 14.00 360-0020 PIPELAYER 14.14 14.48 360-3030 TOPMAN 14.28 14.34 1 ' WEST HILL PPCJECT CITY OF RENTCN PAGE 3S 1 'HMY-R32320-AA PREVAILIPG MINIMUM HCURLY WAGE RATES MARCH 08. 1984 OCCUPATION: L►NCSCAPf CONSTRUCTION ItOCAV CN= KING, KTT' 0, PIERCE AND SNOHC, ISH COUNTIES. FRINGE BENEf ITS TOTAL HOURLY BENEFITS - LANDSCAPE 2.50 A/MR. FEDERAL LABORER TOTAL HCLRLY BENEFITS - IAADSCA�E 2.31 t/HR. FEDERAL PLUMBER TOTAL HCUPLY BENEFITS - LANCSCAPE 2.95 A/mR. FEDERAL EQUIPMENT OPERATOR TOTAL HOURLY BENEFITS 2.80 T/MR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL ' CODE DESCRIPTION RATE RATE 370-OC3G IRRIGATION AND LANDSCAPE PLUMBERS 10.62 10.62 370-OOSO IRRIGATION AND LANCSCAPE POMER EQUIPMENT 11.18 10.56 ' GPER ATORS 370-0CI0 LANDSCAPING OR PLANTING LASCRERS 8.66 8.66 WEST HILL PRCJECT CITY Of RENTON PACE 38 'HWY-R32320-AA PREVAILING MINIMUM HOLPLY WAGE RATES MARCH 00. 1984 OCCUPATION: PAINTERS ' LOCATION: GPIY<- 0AR20R. ISLAND. RING. KITSAP. LEWIS. MASON, PIERCE. PACIFIC INOATH OF THE ►AM(IAKUM COUNTY NCRTHERN BOUNCARY EXTENDED DUE ' WEST TO THE PACIFIC CCEANI. SKAGIT, SNONOMISf. THURSTON AND WHATCOM COUNTIFS. FRINGE BENEF YTS ' APPRENTICESHIP .06 $/HR. STATE HEALTH AND WELFARE AND DENTAL 1.50 A/HR. STATE t PENSICN .96 A/HR. STATE TOTAL HCLRLY BENEFITS 2.52 A/HR. FEC � AL WAGE RATES OCCUPATICN OCCUPATION STATE FEDERAL COKE DESCRIPTION RATE RATE 450-0030 BR:CGE 17.14 -- 45C-DC80 BRUSH. JOURNEYMAN 16.74 -- 450-0150 INDLSTRIAL FAINTER 17_14 L7.14 450-0170 PAINTER 16.74 450-OIEO PAPEP HANGER 16.74 450-0220 ROLLER 16.74 -- ' 450-0250 SANCBLAST PCT-TENCFP 17.14 450-0280 STEAM CLEANING 17.14 450-0290 STEEL 17.14 -- ' 45C-03CO STEEPLES 17.45 -_ 45C-0370 TOWERS 17.49 450-C380 TOXIC MATERIAL 17.14 -- OTHER 450-7C10 STATE : FCPEPAN. .75 A/HF. OVER THE HIGHEST PAID JOURNEYMAN ON THE JCB 4SO-7020 STATE: GENERAL FCREMAN. 1.00 S/HR. OVER THE HIGHEST PAID CN THE JOB. ' 450-94 7 STATE: INCUSTRIAL PAINTER INCLUDES: STEAM CLEANER. PO►ER WASH ICVEF 2000 PSI). BRIDGE, EPDXY. TOXIC SPRAY, SANCBLAST IPOT TENDER - BRUSH RATE) . STFEL• TANK. SLSPENCEO SCAFFOLD- ING, PIPES. INDLSTRIAL Y.CPK IN INCUSTRIAL PLANTS. WEST HILL PRCJECI CITY OF RENTON PACE 39 HWY-R32320-06 PREVAILING MINIMUM HCORLY WAGE RATES MARCH OB. 1984 OCCUPATION: PLLMBERS AND PIPEFITTERS OOCATICN= CLALLAM. JEFFEPSCN AND KING CCUNTIES. FRINGE BENEFITS DENTAL .3C $/MR. STATE HEALTH AND WELFARE I.01 A/HR. STATE ' PENSION 2.30 $/HR. STATE TOTAL HOUPLY BENEFITS 6.52 A/HR. FEDERAL TRAINING FUND .16 $/HR. STATE ' VACATION 2.75 $/HR. STATE WAGE : ATES t OCCUPATION CCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ' 530-OCIO FCREMAN 2I.IF 530-CC20 GENERAL FCREMAN 22.14 _. 533-0030 PLUMBER ANC PIPEFITTER 19.25 19.25 ' 530-0050 WELDERS 19.25 -- 1 1 WEST HILL PRCJECT CITY CF RENTCN 1 PAGE 41 'HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 08, 19►4 OCCUPATION: POWER EQUIPMENT OPERATOR! LOCATION: CLALLAP. GRAYS HARBOR, ISLANC, JEFFERSON. KING, KITSAP, LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCE►N1. PIERCE, SKAGIT. SNCHCMISF. THURSTON AMC WHATCCM COUNTIES. FRINGE BENEFITS HEALTF AND WELFARE 1.80 $/MR. STATE PENSICN 2.00 S/HR. STATE ' TOTAL HOURLY BENEFITS 4.01 S/HR. FEOERAL TRAINING FUNC .21 S/HR. STATE ' WAGE RATES OCCUPATION OCCUPAIION STATE FEDERAL CODE DESCRIPTION RATE R►TE GROUP IA ,73-5500 CRANE I00 TCNS AND OVER OR 200 FT OF BOOM 18.73 18.73 i NCLJDING JIE AMC OVER 570-SS05 LOADER. B YARDS AND CVEP 18.73 1003 t 570-5510 SHOVELS AND ATTACHMENTS. E YARDS AND OVER 18.73 18.73 GROUP 1 ' STO-5515 CABLFWAYS 18.23 18.23 570-5520 CRANE OVER 45 TCNS AND UP TO 100 TONS OP 18.23 18.23 CVER 150 FT CF 80CM INCLUDING JIB 570-5535 HELICOPTER WINCH 18.23 18.23 570-5545 LCACEP. OVERFEAC 6 YAPCS UP TO 8 YARDS 18.23 16.23 570-5565 QUAD 9 AND SIMILAR. D-IC AND NO-41 18.23 18.23 570-5540 PENCTE CONTROL CPEPAIOR, ETC. 14.23 ►8.23 ' 570-5525 RCLLAGON 18.23 18.23 570-5560 SCRAPERS. SELF-PRCPFLLEO 45 YARDS AMC CVEP 16.23 18.23 570-5550 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARCS 18.23 18.23 ' 570-5555 SLIPFCRP PAVERS 18.23 18.23 570-5530 TOWER CR►NE 18.23 1R.23 GROUP 2 SIC-5575 BUMP CLITER 17.79 17.79 570-SS90 CHIPPER 11.79 17.79 570-5570 CONCRETE BATCH PLANT CPEPATCP 11.79 17.79 t WEST HILt PRCJECT CITY OF RENTCN PAGE 48 HWY-R323Z0-AA PREVAILING MINIMUM HCLRLV WAGE RATES MARC4 OB. 1984 OCCUPATION: PCWER ECUIFMEhT OPERATORS ' LOCATION: CLALLAM. GRITS HARBOR, ISLANC. JEFFERSON. KING, KITSAP. LEWIS. MASON. PACIFIC INORTN OF WAMKIAKUM CUUhTY NORTHERN BOUNDARY EXTEhOEC DUE WEST TO THE PALIFIC OCEANI. PIERCE. SKAGIT. ' SNCHCMISH. THURS70N AND WHATCCP CCUNTIES. WAGE RATES OCCUPATION CCCLPATICh STATF FECERAL CODE DESCRIPTION RATE RATE ' GROUP Z 570-55EO CRANES. ZC IONS THRU 45 1ChS 17.79 17.79 570-SS95 CRUSHERS 17.711 17.79 57C-56CO CERRICK 17.79 17.79 570-5605 DRILLING MACHINE 17.7y 17.79 ' 570-5610 FINISHING MACHINE 17.19 17.79 57O-55PS HYDRAIIFTS 17.79 17.79 570-5610 LEADMAN MECHANIC - $0.3O CVER MECHAN:C 17.79 17.79 510-5615 LCACERS. OVERHEAD UNCER 6 YARDS 17.79 17.75 SIC-S62C LOCCMOTIVES. ALL 17.79 17.79 570-5625 ME(HANT _S. All 17.79 17.75 570-5615 PINERS, ASPFALI PLANT 17.79 17.79 570- 3E4C MOTOR PATPCL GRADERS - FINISHING. BLUETCPS. 17.79 11.79 PULLING SLOPES. DITCHES. ETC. STC-565C PILEDRIVEP I7.! 17.79 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BCCM 11.7i lI 79 A TT.[HPENT 510-5675 SCRAPERS, SELF-FRCPEIIEC UNCER 45 YARDS 17.I9 17.710 570-5655 SCPEED MAN 17.79 17.79 570-5660 SHCVFLS. PACKW fS 3 YARCS ANC UNDER 17. T9 11.7V 570-5665 SLG-GRADER - TRIMMMEP 17.79 17.79 570-5680 TRACIOR. 60 HP ANC OVER. BACKHOE AND ATTACH. 17.75 17.79 570-5670 TRACTTORS, PACKNCE 17.79 17. 79 GROUP 3 570-5695 A-FRAME CRANE 17.43 17.43 57O-5695 BRCCPS 17.43 17.43 570-57?5 CONCRETE PUMPS 17.43 17.43 570-5705 CONVEYORS 17.43 17.43 570-5700 CRANES. UP IC ZO TCNS 17.43 17.43 570-5650 D0lFRS. D-9 ANO UNDER, YC-YC. PAY OOIEF 17.43 17.43 570-577O CPIVEP Ch TRUCK CRANES CVER 45 TONS 17.43 17.43 WFST HILL PRCJELT CITY CF PENTON PACE 49 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 08. 1984 OCCUPATION: POKER EQUIFMENT OPERATORS ' LOCATION: CLALIAM. GRAYS HARBOR. ISLANC, JEFFERSON. KING, KITSA►. LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN SCUNDARY EXTENDED DUE WEST TO THE PACIFIC CCEAN). PIERCE. SKAGIT. SNOHOMISH. THURSTON AND WHATCCM COUNTIES. WAGE RATES ' OCCUPATION OCCUPATION STATE FEUERAL CODE DESCRIPTION RATE RATE ' GROUP 3 570-5765 EQUIPMENT SERVICE ENGINEER 17.43 17.43 ' 570-5720 FORK LIFTS 17.43 17.43 57O-SIIC HCISTS. AIR TUGGERS. ETC. 17.43 17.43 570-5715 LOACERS - ELEVATING TYPE 17.43 IT.43 ' 570-5725 MCTCR PATROL GRADER - NCN-FINISHING 17.43 17.43 570-573C MILKING MACHINE, ETC. 17.43 17.43 570-5740 ROLLERS. ON PLANT. RCADMIX CR MULTIIIFT 17.43 17.43 MATERIALS ' 570-5745 SAWS. CCNCRETE 17.43 17.43 570-5750 SCRAPERS - CARRY ALL 17.43 17.43 570-5755 SPREACERS. PLAM KNOX, ETC. 17.43 17.43 ' SIC-5775 TRACTOR. EO HP ANC UNDER. BACKHOE AND ATTACH. 17.43 17.43 570-5160 TRENCHING MACHINES 17.43 17.43 tGROUP 4 570-57SS ASSISTANT ENGINEERS 17.13 17.13 571-SP20 COMPRESSORS 17.13 17.13 ' 51C-575. CIL DISIRIBLTORS, PLCWEMS. ETC. 17.13 17.13 570-5785 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 17.13 17.13 570-5800 PAVEMENT PREAKER 17.13 17. 11 ' 57C-SPCS PCSTMULE DIGGER. MECHANICAL 17.13 17.13 57)-5810 POWER PLANT 17.13 17.13 513-5825 PUMPS. WATER 17.13 17.13 571-5780 ROLLER. OTHER THAN PLANT ROAD MIX 17.13 17.13 570-5815 WHEEL TRACTORS. FARMALL TYPE 17.13 17.13 GROUP 5 570-5030 GRACEC14ECKER AND STAKEMAN 15.33 I5.33 t ' WEST HILL PROJECT CITY OF RENTON PAGE 50 1 'HWY-R32320-AA ►REVAILING MINIMLM HCLRLY WAGE RATES MARCH 08, 1964 OCCUPATION: POhCR EOUIFMEVI OPERATORS 'LOCATION: CLALl4M. GRAYS HARBOR. ISLANC, JEFFERSCN. KING. KITSAP, LEWIS. MASON. PACIFIC INORTH OF WAHKIAKUM COUNTY NORTHERN BOUNOARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SKAGIT♦ SNOHOMISH. THURSTON AMC WMA7CCM COUNTIES. OT VER 570-9574 SlAYE: •CVEPIIMEA ALL WCPK PERFCRPED FRCM S:COPM SATURDAY IC 6:OOAM MONDAY OR ' CN HCLIDAYS SMALL BE PAID FOR AT TWO TIMES THE RFGULAP FACE. ALL OTHER OVERTIME SMALL BE PAID FOR AT ONE AND ' CNE/FALF TIMES TFE REGULAR RATE. 57C-9577 STATE: FCPEP4N - 0.50 A/FR. EVER THE HIGHEST CLASSIf ►CATION UNCER HIS SLPERVISION. t •BEST HILL PROJECT CITY CF RENTCN PAGE 51 1 ' H4Y-R32320-AA PREVAILING MINIMUM HCUPLY WAGE RATES MARCH 08, 1984 OCCUPATION: POWER EOUIPMENT OPERATORS ISEWER L WATER CONSTRUCTICN) ' LOCATION: Cl-FLAN. CLALLAM. DOUGLAS (THAT PCRTION WHICH LIES WEST OF THE ' 120TF MEPICIANI. GRAYS HARBOR. ISLANC. JEFFERSON, KING. KITSAP. KITTITAS. LEWIS. MASCN, PACIFIC INCRTH OF A STRAIGHT LINE FROM THE SOUTHERN BOUNDARY OF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC (CEANI PIERCE. SKAGIT. SNOHOMISH, THURSTON. WH►TCOM AND ' YAKIMA COUNTIES. FRINGE BENEFITS ' HEALTH AND WELFARE 1.80 t/HR. STATE PENSION 2.00 $/HR. STATE ' TOTAL HOURLY BENEFITS 4.01 $/HR. FEDERAL TRAINING FUND .21 $/HR. STATE WAGE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ' GROUP I 580-CC40 BACK FILLER 16.92 16.S2 ' 580-OC?O BACKHOE 178C CASE TYPE AND LARGER WITH 16.92 16.92 ATTACHMENTS ) 580-OICO CLAM 16.92 16.92 590-0120 CRANE 16.92 16.92 580-0I30 CITCHING MACHINE 16.92 16.92 580-0150 DOZER ( ALL CAT. TYPE D-3 AND LARGERI 16.92 16.92 583-0160 DRAGIINE 16.92 16.92 580-OI90 FRCNT-END LCAOEP (2VU5. AND OVER) 16.92 16.92 580-0210 MFCHANIC 16.92 16.92 5R0-0220 MFChANIC WELDER 16.92 16.92 ' 530-0240 PCTCR GPACEP 16.92 15.92 580-0'10 SCREED 16.92 16.92 580-0330 SHOVEL 13 YCS. ANC UNDERI 16.92 16.92 ' S80-C350 SIDE BCCM (AIL CAT. TYPE C-3 ANC LARGER) 16.92 16.92 GROUP 2 580-0020 BACKHCE 1680 CASE TYPE ANC SMALLER WITH 16.425 16.425 ATTACHMENTS) 580-0050 RFNCING MACHINE 16.425 16.425 1 580-0060 BOOM ;RUCK ISTATICNARYI 16.425 16.425 ' HEST HILL PROJECT CITY CF RENTCN PAGE 68 HWY-R32320-AA PRF. AILING MINIMUM HOURLY WAGE RATES MARCH 08. 1984 OCCUPATION: PCUER EQUIPME047 UPERATCRS t (SEWER C WATER CONSTRLKT10%j LOCATICN: CHELAN, CLAILAM. OOUGLAS (THAT PORTION WHICH LIES WEST OF THE 120TH MERIDIAN). GRAYS HARBOR, ISLANC. JEFFERSON, KING, KITSAP, KITTITAS, LEWIS. MASON. PACIFIC (NORTH OF A STRAIGHT LINE FROM THE SOUTHERN SCUhCARY CF LEWIS COUNTY EXTENDED WEST TO THE PACIFIC OCEANI PIERCE. SKAG►T. SNOHOMISH. THURSTCh. WHATCOM AMC ' YAKIMA CCUNTIES. WAGE RATES ' OCCUPATION OCCUPA110K STATE FEOERAI CODE DESCRIPTION RATE RATE GROUP 2 580-0070 BORING MACHINE 16.425 16.425 58U-0090 CCMPACTORS 16.425 16.425 590-0140 OCIER ZANY TYPE SMALLER THAN CAT C-31 16.425 16.425 580-000 DRILLS (IERCI TYPE) 16.42S 16.425 ' 580-0180 FRChT-END LCAOER (UNDER 2 YC.1 16.425 16.425 580-0200 GIN TRUCK 16.425 16.425 590"'.230 MECHANICAL GREASER (LARGE GREASE TRUCK) 16.425 16.425 ' 590-0270 PAVING MACHINES 16.425 16.425 580-02P0 POT FIREMAN (ENGINE OPERATED ABCVE 3 SOL.) 16.425 16.425 580-0300 ROLLERS 16.425 16.425 580-C320 SERLICE PLOW 16.425 16.425 t 580-0340 SIDE BOOM ZANY TYPE SMALLER THAN CAT 0-31 16.425 16.425 580-0360 TRACTAIP 16.425 16.425 580-0380 WELL PCINT SYSTEM 16.425 16.425 ' GROUP 3 ' 580-OCIO AIR CEMPRESSOR 14.46 14.4E 540-DC80 CHAIN TYPE DITCHER (DITCH WITCH) 14.46 14.4f 580-0110 CONCRETE SAW 14.46 14.46 590-02tC CIL-GREASER 14.46 14.4t ' 580-0250 OILER 14.46 1,4.46 580-0290 PUMP 14.4f 14.4E 580-0370 WELDING MACHINE 14.46 14.4E ' HEST HILL PRCJECT CITY OF REF :ON 1 PAGE 69 1 HWY-R32320-AA PREVAILING MINIMUM HCURIY WAGE RATES MARCH 08. 1964 OCCUPATION: ROOFERS ANC WATERPROOFERS LOCATIONS CLALLAP. JEFFEPSCN, RING, RITSA►. MASON AND SNOHOMISH COUNTIES. FRINGE BENEFITS APPRENTICESFIP .01 A/IM1. STATE HEALTH AND WELFARE 1.20 A/MR. STATE ' PENSION 1.00 AMR. STATE TOTAL MOLRLY BENEFITS 2.27 A/MR. FEDERAL WAGE RATES OCCUPATION STATEOCCUPATION FEDERAL DESCRIPTICN RATE RATE CODE ' 610-0070 HELPER 18.111S 19.85 610-0100 JOURNEYMAN 19.10 19.10 ' 610-0190 SLAIE AND TILE PCCFERS OTHER 610-9611 STATE: FCPEPAN, O.7S A/fP. ABOVE THE SCALE FOR THE JON CLASSIf ICATICN IN WHICH HE WORKS 1 Wf ST HILL PPFJICT eCITY Cf RFNT(N ' PAGE 1T ! !MKY-R32320-AA PREVAIIIAG MINIMUM HOURLY MAr! RATES MARCH 08, 1984 OCCUPATION: SIGN MANGERS AMD SIGN ►AINTERS ! ANC CCNSTRUCTICA MEN LOCATIONS KING, SKAGIT. SNCHOMISH AND NhATCCM COUNTIES. ! FRINGE BENEFITS 1 DENTAL .00 A/00. STATE .12 8/MR. STATE HEALTH AND WELFARE ANO AN DRUGS $6 PENSI.N .60 A/HA. STATE ! WAGE RATES OCCUPATION OCCLPA110% STATE FEDERAL ! CODE DESCRIPTION RATE RATE 640-0050 SIGN HANGER AhD CCASTRUCTIOA RAA 14.99 640-0060 SIGN HANGER ANO CONSTRUCTION MAN - 1ST YEAR ! 640-0070 SIGA HANGER ANC CCNSTRUCTIOA MAN - 2ND YEAR -_ 640-OCSO SIGN HANGER AND CChSI0UCT10A MAN - 30C YEAR _- 649-0090 SIGN PAINTER 17.63 -_ ! OTHER ! 640-9t40 SIATEe FOREMAN, ♦.00 8/DAY ABCVE THE JOURNEY- MAN SCALE OF WAGES ! ! ! i ! NEST HILL PRCJECI CITY OF RENTON ! ! PAGE 76 HWV-R32320-AA PREVAILING MINIPUP HCURLV WAGE RATES MARCH 06. 1984 OCCUPATION: SPRINKLER FITTERS - FIRE PREVENTION 1 LOCATION: 1SIANC. KING, KITSAP, PIERCE. SKAGIT. SNOMOM/.H AND THURSTON COUNTIES. 1 FRINGE BENEFITS ►PPREATICESHIP .11 A/HR. STATE 1 MEALTF AND WELFARE 1.55 3/MR. STATE PENSICN 4.60 6/HR. STATE TOTAL HOLRL7 BENEFITS 6.26 A/HR. FEDERAL 1 WAGE RATES OCCUPATIOP OCCUPATION STATE FEDERAL 1 CODE DESCRIPTION RATE RATE 670-"20 FOREMAN 21.74 - 1 670-OCIO JOURNEVPAA ZO.14 20.14 1 1 1 i 1 1 i 1 1 WEST "ILL PRCJECT CITY CF RCN9ON 1 PAGE 79 i 'HWY-R32320-AA PREVAILING PINIPUM HOLPLY WAGE RATES MARCH 08. 1984 OCCUPATION: SURVEYORS 'LOCATION: CLALLAM. GRAYS HARBOR. ISLANC, JEFFERSCN, KING. KITSAP. LEWIS. MASON. PACIFIC, PIERCE. SKAGIT. SNOHOMISH. THURSTON AND WHATCCM ' COUNTIES. FRINGE BENEFITS ' TOTAL HOURLY BENEFIT - PARTY CHIEF 1.25 A/HR. STATE TOTAL HOURLY BENEFIT - INSTRUMENT .15 A/HR. STATE PERSON TOTAL HOURLY BENEFIT - CHAIN PERSON .55 R/HR. STATE WAGE RATES ' OCCUPATION OCCUPATION ST A T f FECERAL CODE DESCRIPTION RATE RATE ' 720-0010 CHAIN PERSCN 8.00 -- 720-0043 INSTRUMENT PERSON (JUNICR ENGINEER) 9.55 720-0070 PARTY CHIEF (ASSISTANT ENGINEER) 11.40 -- t 1 t ' WEST HILL PROJECT CITY OF RENTCN PAGE 60 'HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATE: MARCH 08. 1984 OCCUPATION: TEAMSTERS LOCATION: Ct ALLAM. GFAYS HARBOR. ISLANC. JEFFERSON, KING. KITSAP, KITTITAS. LENTS. M►SON. PACIFIC (NGRTH OF THE •AHKIAKUP COUNTY NORTHERN BOUNCARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) . PIERCE. SKAGIT, SNCHCMISH. THURSTCN. WHATCOM. YAKIMA AND THOSE PARTS OF THE FOLLCMING COUNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. FRINGE BENEFITS ' HEALTH AND WELFARE 1.89 S/HR. STATE PENSICK 1.75 S/HR. STATE TOPAZ HOURLY BENEFITS 3.64 S/HR. FEDERA' TRAINING FUND .00 FEDERA WAGE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP I 730-C650 LEVEPMAN ANC LOADERS AT BLNKERS AND 17.06 17.06 BATCH PLANTS 73C-ICIC PICK-UP TRUCK 17.06 17.06 730-1200 SWAMPER 17.06 17.06 730-1 P19 WAREHCUSEPAN ANC CHECKEPS 17.06 t7.06 ' GROUP 2 ' 733-1300 TEAM DRIVEP 17.11 17.11 GROUP 3 730-0110 BULL LIFTS. OR SIMILAR ECLIPMENT USED IN 17.16 17.16 LCACIYG OR UNLOADING TRUCKS. TRANSPORTING MATERIALS EN JCB SITES:UAREHCUSING ' 130-0140 BUS OR EMPLGYEEFAUL 17.16 17.16 ■ ' WEST HILL PROJECT CITY CF RENICK PAGE at t tMWY-R32320-AA PREVAILI AG MINIMUM HOURLY WAGE RATES MARCH 08, L984 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISL►NC. JEFFERSON, KING• KITSAD. KIITITAS. LEWIS. MASON, P►CIFIC INCRTH CF THE WAHKIAKUM COUNTY NORTht. !' ' BOUNCARY EKTENCEC DUE WEST TC THE PACIFIC OCEAN)• PIERCE. SKAGIT, SNCHCMISH, THURSTEN♦ WHATCCM. YAKIMA AND THOSE PARTS OF THE FOLLCWING COUNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION S"ATE FECERAL CODE DESCRIPTION RATE RATE GROUP 3 130-02CO DUMPSTERS, AND SIMILAR EGLI PMENT.TOURNC- 11.16 17.16 ' ROCKERS. TCLRNOWAGON. TOURNGTRAILER. CAT DW SERIES, TERRA CCBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWC AND FOUR-WHEELED POWER TRACTOR WTH TRAILER ANC SIMILAR TOP- LOADED EQUIFMENT TRANSPCPTIKG MATERIAL AND PERFORMING WORK IN TEAMSTER JLRISOICTION:DUPP TRUCKS, SIDE. ENC AND BCTTOM DUMP. INCLUDING ' SEMI-TRUCKS ►ND TRAINS CA CCMBINATIONS THEREOF:UP TO AND INCLUDING S YARDS 730-C46C FLAHERTY SPREADER 17.16 17.16 730-C44C FLATBED TRUCK, SINGLE REAR AXLE 17.16 17.16 730-0610 FUEL TRUCK. GREASE TRUCK. GREASER. BATTERY 11.16 l7.lf SERVICE MAN AND/CA TIRE SERVICE MAN 730-1I00 SCISSORS TRLCK 17.16 17.16 ' 730-1350 TR►CTOR, SMALL PUBBER-TIRED (WHEN USED WITHIN IT.If 17.16 TEAMSTER JUPISDICTIGN) 730-1750 VACUUM TRUCK 17.16 17.16 ' 730-2000 WATER WAGCN AND TANK TRUCK: UP TO 16CO 17.16 17.1f GALLONS 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.16 17.16 730-2220 WRECKER. TCW TRLCK AND 51PILAR EQUIPMENT 17.16 17.1f GROUP 4 ' )3C-0500 FLATSFO TRUCK. COAL REAP AXLE 17.21 17.27 f RUUP 5 t730-0380 BUGGYMOBILE AND SIMILAR 17.33 17.33 ' WEST HILL PRCJECT CITY OF RENTON ' PAGE 82 1 INE'Y—R32320—AA PREVAILING Mt'IMUM HCURLY WAGE RATES MARCH 08. 1"7♦ OCCUPATION: TEAMSTERS LOCATION: CLALIAP, GRAYS HARBOP, ISLAKC. JEFFERSON. KING. KITSAP. KITTITAS. LEMIS. MASON. PACIFIC INORTH OF THE MAHKIAKUM COLNTY NORTHERN I BCUNCARY EXTENCEC DUE WEST TO THE PACIFIC OCEANI . PIERCE. SK►GIT. SNCHCMISH. THURSTCN. WHATCCM. YAKIMA AND THCSE PARTS OF THE FOLLCWING CCJNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND DCUGUS C_UNTIES. 1 WAGE PALE' OCL'1 OCCUPATION STATE FEDERAL CUl DESCRIPTION RATE RATE GROUP 5 730-0670 HYSTER OPERATORS (HAULING NULK LOOSE 17.33 17.33 AGGREGATES) 730-1190 STRADOLE CARRIER IPQSS. HYSTEP ANC SIMILAR) 17.33 17.33 730-2010 WATER WAGON ANU TANK TRUCK: 1600 GALLONS 17.33 17.33 TC 3C00 GALLCNS GROUP 6 730-1500 TPAKSIT-MIX. 0 TC AND INCLUCING 4.5 YDS. 17.37 17.31 GROUP 7 733-0210 DUMPSTERS, AND SIMILAR EOLIPMFNT:IOURNC- 17.38 17.38 ROCKERS. TCU,�NOWAGCK. TOURNCTRAILER. CAT DM SERIES. TERRA CCBRA, IETCLRKEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHFELED P CWEP IRACTCR WTI, TRAILER AND SIMILAR TCP- LOADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMINC WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE. ENO AND BCTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS CR CCWBINATIONS TEEPECF:CVEP 5 TAROS TO ANC iNCI. 12 YARDS 73C-0410 EXPLOSIVE TRUCK IFIELD PIXI AND SIMILAR 17.30 17.38 EC'JIPMENT 730-0710 LCWBED ANC HEAVY DUTY TRAILER: UNCER 50 17.38 11.38 TUNS GROSS I 730-3gIG OIL DISIRIBUTOR CRtVER IRCAC) 17.3s, 17.38 730-11460 SLURRY TRLCK DRIVER 17.38 11.38 730-II60 SNO-GO ANC SIMILAR EOLIPMEYT 1l'.3b 17.38 ' 730-2710 WINCH TRUCK: DUAL REAR AXLE 17.38 •.38 WEST HILL PRCJECT CITY OF RENTON I PAGE 83 1 I MAY-R32320-A► PREVAILING MINIMUM HOURLY WAGE RATES MARCH 08. 1984 OCCUPATION: TEAMCTERS 'LOCATION: CLALL►P. GRAYS HARBOR. ISLANC. JEFFEPSCN. KING. KITSAP, KITTITAS. LEWIS. MASON. PACIFIC INORTH OF THE WANKIAKUP COLNTY NORTHERN ' SCLNCARY EKTENCFC DUE WEST TC THE PACIFIC OCEAN). PIERCE. SKAGIT, SNCHCMISH. THURSICN. WHATCCM. YAKIPA AND THOSE PARTS OF THE FCLLCMING COUN' ' 111NG WEST OF THE 120TM MERIDIAN: CHELAN AMC DCLGLAS COUNII ' WAGE RAT'_S OCCUPATION CCCUPATION STATE TATE FEDERAL CODE DESCRIPTICN t GROUP B 730-0723 JUMPSTEPS, AND SIMILAR ECUIPMENT:TOURND- 17.44 17.44 ROCKERS. TOLRNOYAGCN. TCLPNCTRAILER. CAT DW SERIES. TERRA CCBRA, LETCLRNEAU. WESTINGHOUSE ATHEY kAGCN. EUCLID• TWC ANC FOUR-WHEELEC POwFR TRACTOR WTH TRAILER AND SIMILAR TCP- ' IOACEC EQUIPMENT TRANSPCRTING 4ATERIAL AND PERFORMING WORK 'N TEAMSTER JURISCICTICN:DUMP TRUCKS, SIDE. END AND BCITOP DUMP. INCLLDING SEw1-TRUCKS AND TRAINS CA CCMBTNAIIONS THEkFOF :CVER 12 YARDS TC AND INCL . 16 YARDS GROUP 9 ' 110-OICC BULK CEMENT TANKER 17.49 17.41 730-0270 OUMPSTEPS. AND SIMILAR ECLIPMENT:TOURNC- 17.49 17.49 ' ROCKERS. TOUPVJWAGON, TCURNOTRAILER. CAT DW SERIES, TERRA CCBRA. IETEURNEW. WESTINGHOUSF ATHEY WAGON. EUCLID. INC AND FOUR-WHEEIEC PCWEP TPACTCP WTH TRAILER AMC SIMILAR lUP- ' LCAOEO FOLIPMENT TRANSPCRTING MATERIAL ANC PERFORMING WORK IN TEAMSTER JURISDICTICN:DUMP TRUCKS. SIDE. END AND BCTTOM DUMP. INCLUDING ' SEMI-IRLCKS AND TRAINS CR CCPBINATIONS THEPEOF:OVEA 16 YARDS IO AND INCL . 20 YARDS 730-7CIS WATER ►AGCN ANC TANK TRUCK: OVER 3000 CALLONS 17..49 11.49 GROUP 10 i ' WEST HILL PRCJECT CITY OF RENTON PAGE 94 W-715 WEST HILL PUMP STATION WTR-lO 2+ #4 Contruct Documents HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 08. 1984 OCCUPATION: TEAMSTERS LOCATION., CLALIAM. GFAYS HARBOR. ISLANC. JEFFERSON. KING. KITSA►. KITTITAS, LEWIS. MASON, PACIFIC INORTN OF THE WAHKIAKLP COLNTV NORTHERN SCUNCARY EKTENCEL DUE WEST TO THE PACIFIC OCEANI• PIERCE. SKAGIT, ' SNOHCMISH. THUPSTCN, WHATCCP. YAKIMA AND THOSE PARTS OF THE FOLLCWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN AND OCUGIAS CCUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTICN RATE RATE GROUP 1C 110-0120 PULL LIFTS, OR SIMILARY FCUIPMENT USED IN 17.51 17.51 LOADING OR LNLOADING TRUCKS. TRANSPORTING ' MATERIALS ON JOB SITES:OTHER THAN WAREHCLSING GROUP 11 730-1`.10 TRANSIT-MIX USEC EXCLUSIVFLT IN HEAVY 17.54 17.S4 CCNSTP.:OVER 4.5 YDS. TO AND INCL . 6 YDS. GROUP 12 730-OC17 A-FRAME OR HYORALIFT TRUCKS OR SIMILAR 17.44 17.64 ' EGUIPM NT WFEN A-FRAME Of HYCRALIFT OR SIMILAt. ECLIPMEAT IS IN USE I GROUP 13 730-0240 OUMPSTERS. AND SIMILAR FGUIPMENT:TOURNO- 17.61 17.66 ROCKERS. IOURNONAGON. TCLPNCTPAILER. CAT OW SERIES. TERRA COBRA, LETCUANEAU. NESTINGHOUSE ATHEY WAGCN. EUCLID. TWC ANC FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TCP- ' IOACEO EQUIPMENT TRANSPORTING MATERIAL AND PERFCRvING NORK IN TEAMSTER JURISCICTICN:DUMP TRUCKS. SIDE. END AND SCITCM DUMP. INCLLOING SEMI-TRUCKS AND TRAINS CR CCMBINATIONS THERECF :CVEP 20 YAPOS TC ANC INCL. 30 YARDS 730-0123 LOWBFO ANC FEAVY DUTY TRAILER: OVER 50 TONS 17.66 17.66 GRCSS TC ANC INCIUCING ICO TONS GROSS ' WEST HILL PROJECT CITY CF RENTCN PAGE 85 1 WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH O0. 1984 OCCUPATION: TEAMSTERS 'LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON. KING. RITSAP, KITTITAS. LEwIS, MASON, PACIFIC INORTH OF THE WAHKIAKUM COUNTY NORTHERN SCUNCARY EXTENDEC DUE WEST TC THE PACIFIC OCEAN) , PIERCE, SKAGIT. ' SNCHCMISH. THURSTON, WHATCOM. Y►KIMA AND THOSE PARTS OF THE FCLLCwING COUNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN AND DCUGLAS COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL eCODE DESCRIPTION RATE RATE GROUP 14 e730-1`_20 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY I7.70 17.70 CONSTR.:OVER 6 VDS. TO AND INCL. 8 YOS. GROUP 15 730-07" DUMPSTERS. AND SIMILAR ECLIPMENT:TOURNC- 17.87 17.92 e RCCKERS. TCURNOWAGCN. TCUPNOTRAILER. CAT DW SERIES. TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID. TWO AND FOUR-WHEELED e PCWER TRACTCP WTH TRAILER AND SIMILAR TOP- LOADED FOUIPMENS 1 ANSPCRTING MATERIAL AND PEPFORMINC WORK IN TEAMSTER JURISDICTSCN:DUMP e TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS CA CCMBINA110NS THERFOF:OVEP 30 YCS. TO AND INCL. 40 YDS. 730-C730 L0%eEC ANC FEAVY DUTY TRAILER: OVER I00 17.82 17.82 eTONS GROSS GRCUP 16 e730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.86 17.86 CONSTR. :OVER 8 VOS. TC AND INCL. 10 YDS. e e e e WEST HILL PRCJECT CITY OF RFNTCN e PAGE BC e 'HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 00. 1984 OCCUPATION: TEAMSTERS t LOCATION: CLALLAM. GRAYS HARBOR. ISLANC. JEFFERSON, KING. KITSA►. KIIl1TAS. LEIS. MASON, PACIFIC INCRTH CF THE WAHKIAKUM COUNTY NORTHERN BOUNCARY EATENCEC DUE WEST IC THE PACIFIC OCEANS . PIERCE. SKAGIT. SMCHCMISH. THURSTCN, WHATCOM. YAKIMA AND THOSE PARTS OF THE FOLLCWING COUNTIES LYING WEST CF THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. WAGE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GRCUP 17 ' 730-C260 DUMPSTERS, AND SIMILAR EOLIPMENT:TOURNO- 11.98 17.98 ROCKERS. TCLRNCWAGCN. TDURNCTRAILER, CAI OW ' SERIES. TERRA CCBRA, LETCURNE W. WESTINCHOUSE ATHFY WAGON. EUCLID, TUC AND FOUR-WHEELED PCWER TPACTCR ■TH TRAILER AND SIMILAR TOP- LOADED ECLIPMENT TRANSPCPTING MATERIAL ANC ' PEPFORMINC WORK IN TEAMSTER JUIISDICIION:DUrP TRUCKS. SIDE, ENC ANC BCTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS CR CCMSINATIONS THEPEOF:OVER 40 YARDS TO AND INCL. 55 YARDS GROUP l8 ' 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.03 18.03 CCNSTP.:OVEF 10 YCS. TO AND INCL. 12 YDS. ' GRCUP 19 730-1`.50 TPANSIT-MIX USEC EXCLUSIVELY IN HEAVY 18.19 18.19 CONSTP.:UVER 12 YOS. IU AND INCL. 16 YDS. GROUP 2C ' 730-1`-60 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.35 17.70 CONSTR. :OVER 16 YDS. TC AND INCL. 20 YCS. ' GROUP 21 ';0-1570 TRANSIT-MIX USEC EXCLUSIVELY IN HEAVY 18.S1 18.51 ' CONSTR. :CVER 20 YOS. WEST HILL PROJECT CITY CF PENTCN PAGE 87 r rHWY-R32320-AA PPEVAILING MINIMUM HOURLY WAGE RATES MARCH 08. 1984 OCCUPATION: TEAMSTERS rLOCATICN: CLALLAM, GRAYS HARBOR, ISLANC. JEFFERSON. KING. KITSAP, KIT77TAS. LENIS. MASON, PACIFIC INCRTH CF THE WAHKIAKUM COUNTY NORTHERN r SOUNCARY EXTENOEG DUE WEST TC THE PACIFIC OCEAN) . PIERCE. SKAGIT, SNOHCMISh. THUPSTCN, WHATCOM. YAKIMA AND THOSE PARTS OF THE FOLLCNING COLNTIES LYING WEST If THE 120TH MERIDIAN: CHELAN AND DOUGLAS COUNTIES. rWAGE RATES r 7CCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE r GROUP 22 730-C400 ESCORT DRIVER 17.06 17.00 730-1020 PILOT CAR 17.06 12.00 rGROUP 23 r /30-0810 MECHANIC HELPER 16.91 -- GROUP 24 r730-CECO MECHANIC 17.50 -- OT,.ER r730-S735 STATE: FCR CCCUPATICN 73C-0260 IN GROUP l7 A00 .15 $/HR. FOR EACH 10 YARD INCREMENT OVER r 55 YAPCS 73C-S736 STATE : All TYPES CF TPUCFS CR ECUIPMENT USEC TO HAUL PCRTLANO CEMENT PEADY-MIX SHALL BE GCVERNEC PY THE TRANSIT-MIX SCALES r r r r r WEST HILL PRCJK7 CITY CF PENTON r PAGE BB r SPECIAL PROVISIONS ' SPECIAL PROVISIONS ' INDEX tSECTION N1ff ' STANDARD SPECIFICATIONS SP I HEADINGS SP 1 SPECIAL PROVISIONS STRUCTURE SP 1 ' SECTION 1 SPECIAL PROVISIONS SP 2 STANDARD SPECIFICATIONS SP 2 ' ACT OF GOD SP 2 SHOP DRAWINGS SP 2 OR EQUAL SP 2 ' APPROVAL SP 3 SECTION 2 PUBLIC OPENINGS OF BIDS SP 3 tSECTION 3 CONSIDERATION OF BIDS SP 3 ' SECTION 4 PROCEDURE AND PROTEST BY THE CONTRACTOR SP 3 ' USE OF MATERIALS FOUND UN THE PROJECT SP 4 WASTE SITES SP 4 HOURS OF WORK SP 5 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS SP 5 ' SECTION 5 SUBMITTALS SP 5 ' CONSTRUCTION $TAKING SP 6 FINAL ACCEPTANCE SP 6 METHOD OF SERVICE OF NOTICE SP 7 ERRORS AND OMISSIONS SP 7 SECTION 7 SANITATION SP 7 LOAD LIMITS SP 7 EMPLOYMENT OF STATE RESIDENTS SP 7 WAGES $P 8 t SUBCONTRACTING SP 10 RECORDS AND REPORTS SP 10 CONTRACTOR'S RESPONSIBILITY FOR WORK SP 11 RESPONSIBILITY FOR DAMAGE SP 11 PROTECTION AND RESTORATION OF PROPERTY SP 12 1 1 1 RESTORATION OF STRUCTURES AND SURFACES SP 12 UTILITIES AND SIMILAR FACILITIES SP 13 i PUBLIC LIABILITY AND PROPERTY DAMAGE SP 14 GENERAL SAFETY REOUIREMENTS SP 14 FLAGMEN, BARRICADES, AND SIGNS SP 14 i DUST CONTROL SP 18 RIGHTS OF NAY SP 16 EMPLOYMENT OPENINGS SP 16 SECTION B i PROGRESS SCHEDULE SP 16 PRECONSTRUCT ION CONFERENCE SP 16 i NOTICE TO PROCEED SP 17 TIME OF COMPLETION SP 17 LIQUIDATED DAMAGES SP 17 i OVERTIME WORK BY OWNER EMPLOYEES SP 17 CONTRACTOR'S PLANT AND EOUIPMENT SP 18 ATTENTION TO WORK SP 18 SECTION 9 i MEASUREMENT OF QUANTITIES SP 18 SCOPE OF PAYMENT SP 19 i OWNER'S RIGHT TO WITHHOLD CERTAIN AMOUNTS SP 19 SECTION 10 i PERMITS AND LICENSES SP 19 1 i i 1 1 1 1 ' CITY OF RENTON ' SPECIAL Plt ' ISIONS 1 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, SMALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARIER 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 PROVISIONS HEREIN, ' A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 99055, 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 PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. ' HEADINGS ' HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES, AND SUBARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. tSPECIAL PROVISIONS STRUCTURE t THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, OR IN LIEU OF, DIVISION I OF THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL RFPLACEMENT SECTION", THE ' SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED, 'ADDITIONAL 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, SP 1 SECTION 1 1-1.39A SPECIAL ►ROVISIONS (ADDITIONAL SECTION) ALL PROVISIONS OF THE ARIA 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 1% 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 1-1.50 ACT OF GOD (REPLACEMENT SECTION) ' 'ACT OF GOO" MEANS AN 0RTHOUAKE 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 SHOP DRAWINGS (REPLACEMENT SECTION) ' THE TERM 'SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE , DETAILS OF PROPOSED MATERIALS, EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER, , -1.52 OR EQUAL (REPLACEMENT SECTION) ' WHERE THE TERM 'OR EQUAL' IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. ' SP 2 ' ' 1-1.53 APPROVAL (REPLACEMENT SECTION) ' THE TERM "APPROVAL" OR "APPROVED" SHALL MEAN 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 DUBLICLY READ ALOUD. i iSECTION 3 3-1.01 CONSIDERATION OF BIDS (ADDITIONAL SECTION) iAWARDING OF CONTRACT WILL BE BASED ON TOTAL SLIM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL PE ACCEPTED. 1 SECTION 4 i 4-1.05 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) iANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING AND INTENT OF ANY PART OF THE i PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. i FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEVECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR i MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED. TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES i HERETO THAT THE PUBLIC WORKS DIRECTOk OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS. HE SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF iTHE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH i 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 SP 3 1 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 FIND:NGS 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 , DECISION: 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; ' 2, IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3, 1S ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE 1 LAW CONTROLLING THE ISSUES SUBMITTED TO ARCITRATION. 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 AMD COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE t CONTRACTOR UNLESS IT 15 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 "'UNTY, WASHINGTON, AND IF THE ' CONTRACTOR IS A NON-RESIDENT OF THE STATE UM 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 (REPLACEMENT SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AND TAKEN FROM ANY OF THE ' DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED 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 DELIVERCD TO THE CITY SHOPS. ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION WILL BE MADE. ' SP 4 1 4-1.12 WASTE SITES (ADDITIONAL 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 SMALL 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, 'OWER SWEEPERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY BY THE CITY PUBLIC WORKS DIRECTOR TD ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION ' OF THE ROUTE IS MANDATORY, 4-1.13 MOORS OF WORK (REPLACEMENT SECTION) THE WORKING HOURS FOR THIS PROJECT WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE ' DISCRETION OF THE ENGINEER WHEN 17 IS IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFEiY, HEALTH, DR WELFARE. 4-1.14 CONTRACTOR'S COPIES OF CONTRACT DOCUMENTS THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND ' SPECIFICATIONS. AT LEAST I COMPL"I SET OF CONTRACT DOCUMENTS, INCLUDING L BE KEP ONE FULL SIZE SET OF DRAWINGS, SHALT 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 S 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 TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT TO RE FURNISHED AND THE METHODS 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 WRITING ACCOMPANYING THE INFORMATION, ' ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASON THEREFORE. 1 SP 5 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 W'LL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 50 FEET, SET IN ADVANCE OF THE WORK. WHENEVER WORK IS 1N PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EMPLOYMENT A WORKER COMPETENT TO SET A BATTER POARD 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 DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT, ' THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING: 1. REQUESTS FOR USE, EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL A' 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 1S PERFORMED IN LOCATIONS WHERE A BOX IS , BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOT A REASONABLE TIME FOR THE SETTING OF STAKES FOR THE NEXT PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAI-ING 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 D•,YS ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. , ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, S.1.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL 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. SP 6 ' 5.1.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) ' WRITTEN 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. ' S-1.17 ERRORS AND OMISSIONS (REPLACEMENT SECTION) ' IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND 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 NEC'_SSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY, ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE ' CONTRACTOR'S RISK. ' SECTION 7 ' 7-1.04 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYI 'G ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 7-1.07 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPOLIERS SHALL ' STRICTLY ADHERE TO CH. 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION A AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLE . ' PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT FOR WHICH THE VEHICLE IS LICENSED. ' ANY VIOLATION OF THESE REGULATIONS SHALT BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE HAULONTRACTOR IS VEHICLES USED OONUTHIS PROJECT,TO THE PULISTING BLIC RTHE KS DIRECTOR 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, S' 7 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 SPECIFIED IN THE SPECIAL PROVISIONS. ' THE CONTRACTOR. ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF 1T SHALL NOT PAY ANY WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN IN THE LJNTRACT. WAGES IN ' EXCESS GF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DLSIGNATED. THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT 15 SPECIFICALLI UNDERSTOOD AND AGREED THAT THE ' WAGE RATES AND FRINGE BENEFITS FOR THIS C^XTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOWN IN , THE CONTRACT. THE CITY DOES NOT 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 MINIMUMS AS HE WILL HAVE TO PAY. t 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 PROJE:T 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 DETERMINED 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 15 THE HIGHER OF THE TWO. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES nETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL t 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 U.S. BUREAU CONTRACTOR E OF APPRENT APPRENTICESHIP IT EVIDENCE APPROVAL RAINING. CONTRACTOR RSHALLATION SiBMIT TO THE JOURNEYMAN RATIOS uAND S WRITTEN WAGE RATES iN EVIDENCE OF E ESTABLISHED PROJECTA EAWHICH WILLBE APPRENTICE THE SP 8 , 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 WAGES FOR WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES V INTEREST, INCLUDING LABOR AND ' MANAGEMENT REPRESENTATIVES, THE MATTER 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 MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE ' SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR 1 AND INDUSTRIES. 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 CONTRACTOR'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 RECOROS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE ' CONTRACTOR, THE CONTRACTOR EXPRCSSLY 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 COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CCNTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF TIME WHEN SUCH AUDIT IS TO BEGIN. ' BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTPACTOR AND EACH SUBCONTRACTOR A COPY OF `STATEMENT OF INTENT TO PAY PRFVAILING WAGES" (FORM L A 1 NUMBER 700-29 WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES). UPON COMPLETION OF THIS CONTRACT, THE CITE MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDA`IT OF WAGES PAID" (FORM L d I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. IN ADDITION, THE CITY MUST RECEIVE FROM THE PRIME CONTRACTOR A COPY OF "RELEASE FOR THE ' PROTECTION OF PROPERTY OWNERS AND GENERAL CONTRACTOR" (FORM L. A 1. NUMBER 206-83 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 S12.50 PER EACH `STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGMR17 IS REQUIRED TO JU6MP NY H RM3U8MITTED TO THE DEPARTMENTTr_LT9W_KN7 INDUSTRIES. c FOR PAYMENT OF THESE Fn'S-= SP 9 SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND ' INDUSTRIES. HESE FLES SHALL BE INMU-1- LL H Offf _F HTS IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A 'REOUEST 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 RCM 60.26.010 ARE RELEASED TO THE CONTRACTOR. 7-1.111 SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENY OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AFFIDAVIT ' OF AMOUNTS PAID, 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 TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENT BED ORE 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-1191 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE , PRECONSTRUCTION MEETING. AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL BE EXECUTED BY THE ' BIDDER WITH HIS BID PROPOSAL UN 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 THE CONTRACTOR WITH THE PROPOSAL, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, CO-PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE rlUAL OPPORTUNITY CLAUSE AND 1F SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER , APPLICABLE FILING REQUIREMENTS. FAILURE OF THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL ' BE DUE CAUSE FOR REJECTION OF THE BID. IF A CCNTRACTOR 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 1S LACKING FROM HIS PROPOSAL, THE PROPOSAL GUARANTEE, IN FORM OF BOND, CHECK, OR CASH WHICH ' ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. SP 10 , IWHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 196B, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD I- TOGETHER WITH SUCH REQUEST. NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUKONTRACTOR, ' FOR THIS PURPOSE, CERTIFICATION FOOMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. ' 7_1.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) ' THE WORK SHALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCUR ON ' OR TO THE WORK DURING THE FULFILLMENT OF THE CONTRACT. 1F 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 SO, ' THE OWNER MAY ITSELF DR 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 CONTRACTOR. ' THE CONTRACTOP ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK, ' DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY, tNO PORTIONS OF THE WORK WHOSE SATISFACTORY DUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ' ENGINEER, 'HE CONTRACTOR S.IALL BE ABLE TO OVERCOME THEM. t7-1.14 RESPONSIBILITY FOR DANAQ (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 DURATION OF 'HE PROJECT, TH° CONTRACTOR SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. DUST AND MUD CONTROL SHALT. BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MMDE FOR THIS SECTION, ' COMPLAINTS OF DUST, MUD, OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE 06NERS9IP 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. SP 11 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 EOUIPMENT OR MATERIALS. , THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE , SHALL CONSTRUCT 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 SHOWN AND t DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. RESTORATION OF STRUCTURES AND SURFACES ' A. GENERAL. ALI. CONSTRUCTION WORK UNDER T141S CONTRACT ON EASEMENTS, RIGHT-OF-M, 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 IF 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 NOT BE LEFT OPEN FOR MORE THAN 48 HOURS B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS ' MAY-BE—NFCETSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITION AS FOUND WITH MINIMUM REQUIREMENTS AS HEREIN SPECIFIED. HE SHALL ALSO REPAIR ALL t EXISTING STURCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT, C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL ' CUL 11vItuAHLAS, tIlHER AGRICULTURAL OR S,—ARO—�OTHEr- URFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE , RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT , IN SUCH A MANN-R THAT IT MAY BE REPLACED bl HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBRERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP 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 ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT 15 , NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFI''ED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. SP 12 THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS 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 REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACED AFTER TRENCH IS BACKFILLED IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE ' OWNER AND PROPERTY OWNER AT LEAST 24 HOURS 1N ADVANCE OF ANY WORK DONE ON EASEMENTS DR RIGHTS-OF-MAY, t ALL CONSTRUCTION WORK UNDER THE CONTRACT ON EASEMENTS, RIGHT-OF-WAY OVER PRIVATE PROPERTY, OR FRANCHISE SHALL BE CONFINED TO THE LIMITS OF SUCH EASEMENTS, RIGHT-OF-WAY DR FRANCHISE ALL WORK SHALL BE ACCOMPLISHED SO AS t O CAUSE THE LEAST AMOUN"i OF DIST, %NCE 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 NOT BE LEFT OPEN FOR MORE THAN 48 HOURS. ' DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING ANC/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT ' SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR BETTER, THE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TC THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR, D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF 'RE-S MCE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. iIN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMMMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE ' OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. ' 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 'JNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. ' IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. THE CONTRACTOR IS WARNED THAT CITY OF RENTON WATER, STORM DRAINAGE, SANITARY SEWERS, STREET LIGHTS. AND TRAFFIC CONTROL UNDEPGROUND UTILITIES ARE NOT A PART OF THE "ONE CALL" SYSTEM AND MUST BE CONTACTED SEPARATELY AS PRESENTED IN THE TECHNICAL SPECIFICATIONS. IF, 1N THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNDERORAINS, CONDUIT, UTILITIES. SIMILAR ' UNDERGROUND STRUCTURES, OD 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 1 SP 13 CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY ' OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE. , 7-1.18 PUBLIC LIABILITY AND PROPERTY DAMAGE (REPLACEMENT SECTION) THE MINIMUM POLICY LIMITS OF SUCH INSURANCE SHALL BE AS FOLLOWS: THE AMOUNT OF COVERAGE SHALL BE NOT LESS THAN A SINGLE LIMIT OF SI,D00,000 , FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURENCE. IN ADDITION, AN UMBRELLA INSURANCE COVERAGE OF NOT LESS THAN S5,D00,000 SHALL BE PROVIDED, WITH THE OWNER THE NAMFO INSURED. 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 CONTRACTOR 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 SHALL FURTHER NOTIFY EACH OCCUPANCY IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. , 7-1.23C FLAGMEN._BARRICADES, AND SIGNS (REPLACEMENT SECTION) ' FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED OR PROVIDED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES', PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATIION. 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 OPERATIONS 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 BARR:CADES 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 OUTSIDE THE USABLE SHOULDER NOR LESS THAN 7 FEET ABOVE THE EDGE OF PAVEMENT. UNLESS OTHERWISE SPECIFIED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL PROVIDE POSTS AND BE MAINTAINED BY THE 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 , SP 14 1 ZONES ARE RE-ESTABLISHED 81 STRIPING. THE SIGNS SHALL BE RETURNED TO THE STATE AND THE POSTS WILL BECOME THE PROPERTY OF THE CONTRACTOR FOR HIS ' DISPOSAL. WHEN THE CONTRACTOR IS NOT RESPONSIBLE FOR THE STRIPING, THE POSTS AND SIGNS WILL BECOME THE PROPERTY OF THE STATE AND WILL BE REMOVED BY STATE FORCES WHEN THE NO PASSING ZONES ARE RE-ESTABLISHED BY STRIPING. ' THE CONTRACTOR SHALL, AT HIS DAN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN, AND EOUIPMENT, 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. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT 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 VEHICULAR AND PEDESTRIAN TRAFFIC. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT ' SHALL BE MAINTAINED AS NEAR NORMAL AS POSSIBLE. REASONABLE ACCESS SHALL BE MAINTAINED AT ALL TIMES TO ADJACENT PROPERTIES OUTSIDE OF THE RIGHT-OF-WAY LINE. ALL ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:00 A.M. AND 3:30 TO 5:00 P.M. ' NO WORK SHALL BE DONE ON OR ADJACENT THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES 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 FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ' ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED By THE CITY, 7-1.24 RIGHTS OF VAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AN^ ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCLTED ON PRIVATE PROPERTY AND PAY ALL 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 RIGHT-OF-ACCESS DOCUMENTS. SP 15 7-1.28 ENPLOYN£NT OPENINGS (REPLACEMENT SECTION) ENITRE SECTION OF STANDARD SPECIFICATIONS ON EMPLOYMENT OPENINGS 1S DELETED. SECTION 8 8-1.03 PROGRESS SCHEDULE (REPLACEMENT SECTION) ' IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT AND BEFORE THE ' FIRST PARTIAL PAYMENT IS MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER, AN E 'IMATED 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, ITEMI7ED ESTIMATES OF WORK DONE 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 FIXING A BASIS FOR , ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR , SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS PECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH TIME LOSS WILL ' BE MADE UP, 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 WITH THE CONTRACT PROVISIONS, I. SHALL, UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE , PERFORMED IN COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST 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 CONFERENCF (ADDITIONAL SECTION) ' PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, TELEPHONE COMPANY, AND OTHER INTERESTED , DEPARTMENTS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO 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 ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. t 50 16 ' 8-1.04 NOTICE TO PROCEED AND PROSECUTION OF WORK (ADDITIDNAL SECTION) ' THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AND KING COUNTY AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BF PROVIDED TO THE POLICE AND FIRE AUTHORITIES AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF-MAY, THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY ' OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 9-1.05 TIME OF COMPLETION (ADDITIONAL SECTION) THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION PR IN ALL PARTS AND REQUIREMENTS. THE PROJECT SHALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. PROVIDED, HOWEVER, THAT THE CITY COUNCIL SHALL HAVE THE RIGHT UPOH REQUEST OF THE PUBLIC WORKS DEPARTMENT, CITY OF RENTON, WASHINGTON, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF TSE 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, LINCOLN'S BIRTHDAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, JULY A, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS EVE 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 SHALL RE A HOLIDAY FOR CITY EMPLOYEES WHEN CHRISTMAS DAY DC-..- ON A MONDAY, WEDNESDAY, OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A S•TI DAY, THE TWO PROCEEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHE„ CHRISTMAS DAY OCCURS ON A SUNDAY. THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. tALL REFERENCES TO RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARF DELETED AND VOID. ' 8-1.09 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 TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. ' 8-1.11 OVERTIME WORK BY OWNER EMPLOYEES (REPLACEMENT SECTION) WHEN THE CONTk ACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR AO HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES SP 17 INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50 , PER HOUR, THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF INTENT AND SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 6-1.12 CONTRACTOR'S MW AND EQUIPMENT (REPLACEMENT SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, , EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTORS' PLANT AND EQUIPMENT, THE OWNER SHALL 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. THE USE OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND ' PAID FOR ACCORDINGLY, 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 UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEFR AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH MEASURES AS ADDITIONAL FENCING, ' BARRICADES, AND WATCHMAN SERVICE, AS ME DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. , 8-1.13 ATTENTION TO WORK (REPLACEMENT SECTION) THE CONTRACTOR SMALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE , WORK TO THE END THAT IT SHALL BE PROSECURED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK, HE SHALL AT ALL REASONABLE TIMES BE t 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 SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR, THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS , DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. SECTION 9 9-1.01 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) ' ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING ' QUANTITIES FOR PAYMENT MUST BE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY, NO PAYMENT WILL BE MADE ON TICKETS TURNED IN AFTER DATE OF DELIVERY OF MATERIAL. ' A. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF , MATERIAL, GROSS WEIGHT, TARE WFIGHT, TROCK NUMBER, DATE. AND INSPECTOR'S INITIALS. 1 SP 18 1 ' SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH NEIGH STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE. AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVLRY, 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 AGREEMEVT BEFORE AWARD OF THE CONTRACT. t9-1.03 _SCOPE OF PAVKNT IADDITIONAL SECTION) 1 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 PROJEC'. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS. t9-1.M OWNER'S RIGHT TO WITHHOLD CERTAIN AMOIWTS (ADDITIONAL SECTION) PARTIAL PA'!MENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORK PROGRESS SCHEDULF, 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 1N THE BEST INTEREST OF THE CITY, PROVIDED, THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP, SECTION 10 t10-1.00 PERMITS AND LICENSES (SUPPLEMENTAL SECTION) ' 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 LICENSES MAY BE REQUIRED FOR THE WORK OUTLINED IN THESE DOCUMENTS THAT ARE NOT INCLUDED HEREIN. THE CONTRACTOR 15 ADVISED TO CONSULT WITH THE PUBLIC WORKS DEPARTMENT REGARDING THE COMPLETENESS OF THE PERMITS AND LICENSES INCLUDED ' HEREIN. SP 19 1. GENERAL BUILDING PERM17 2. CONDITIONAL USE PERMIT , NOTE: THE PLAN REVIEW FEE FOR THE GENERAL BUILDING PERMIT HAS BEEN PAID AND THE PLAN REVIEW HAS BEEN COMPLETED AND APPROVED. THE CONTRACTOR IS RESPONSIBLE FOR THE PLAN FILING FEE (BUILDING PERMIT). 1 SP 20 i 1 1 1 1 1 TECHNICAL PROVISIONS 1 1 1 i 1 i 1 1 1 1 1 ' CITY OF RENTON WEST HILL PIMP STATION W-715 TECHNICAL SPECIFICATIONS INDEX ' SECTION P'_GE GENERAL 1-1 TO 1-12 ' SITEWORK 2-1 TO 2-10 CONCRETE 3-1 TO 3-13 GROUT 4-1 ' METALS AND FIBERGLASS 5-1 TO 5-4 THERMAL AND MOISTURE PROTECTION 7-1 TO 7-4 DOORS AND WINDOWS 8-1 TO 8-3 ' FINISHES 9-1 TO 9-7 SPECIALTIES 10-1 TO 10-3 EQUIPMENT 11-1 TO 11-16 PUMP DATA SHEET 11-18 TO 11-22 ' MECHANICAL 15-1 TO 15-6 ELECTRICAL 16-1 TO 16-12 TELEMETRY AND SUPERVISORY CONTROL 17-1 TO 17-16 ' MEASUREMENT AND PAYMENT 18-1 TO 18-4 1 t ' CITY OF RENTON GENERAL NEST HILL PUMP STATION 1 ' 1.0 ' GENERAL ' 1. SCOPE OF WORK ' THE l"JRK UNDER THIS CONTRACT COVERS CONSTRUCTION SPECIFICALLY SHOWN ON THE CONTRACT PLANS AND AS DESCRIBED IN THESE PROJECT SPEC IFICA[IONS. ALL WORK t INCIDENTAL AND NECESSARY TO THE COMPLETION OF THE WORK DESCRIBED HEREIN AND AS SHOWN ON THE CONTRACT DRAWINGS SHALL BE COMPLETED UNDER THE 810 ITEM AS LISTED ON THE BID PROPOSAL AND NO OTHER COMPENSATION WILL BE ALLOWED. THE WORK CONSISTS OF THE FOLLOWING: ' CONSTRUCTION OF A NEW POTABLE WATER BOOSTER PUMP STATION. THE WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: SITEWORK, GRADING AND SURFACING, DRAINAGE SYSTEM, FOOTINGS, FOUNDATION, FLOOR SLABS, BOOSTER PUMPS AND RELATED PIPING DIESEL ENGINE DRIVER, VALVES, FITTINGS, ELECTRICAL WORM ALL ELEMENTS OF THE BUILDING STRUCTURE AS DETAILED PLANS AND AS ' DESCRIBED IN THESE SPECIFICATION, THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR A COMPLETE AND ' FUNCTIONAL AUTOMATIC CONTROL SYSTEM FOR THE PUMP STATION WHICH INCLUDES PROVIDING AUTOMATIC CONTROL EQUIPMENT AT THE NEW WEST HILL RESERVOIR WHICH IS BEING CONSTRUCTED CONCURRENTLY WITH ' THIS CONTRACT BY OTHERS. THE PUMP STATION CONTRACTOR SHALL COORDINATE AS NECESSARY WITH THE RESERVOIR CONTRACTOR FO'' THIS WORK. tTHE CONTRACTOR SHALL INSTALL ELECTRICAL EQUIPMENT AND FURNISH POWER SERVICE AS REQUIRED FOR A COMPLETE SYSTEM TESTED AND OPERATING. IN ADDITION, HE ' SHALL FURNISH AND INSTALL ALL INCIDENTAL ITEMS REQUIRED FOR A COMPLETE SYSTEM TESTED, CONNECTED, AND OPERATING. DAMAGE TO THE EXISTING ROADWAYS, DRIVEWAYS, OR PROPERTY WILL BE REPAIRED OR REPLACED AT THE DISCRETION OF THE OWNER. ALL DEBRIS SHALL BE DISPOSED OF AND THE AREA CLEANED UP. ' 2. CONTRACTOR'S DUTIES_ ' THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, MATERIALS AND EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, FUEL, AND OTHER I-1 CITY OF RENTON GENERAL ' NEST HILL PUMP STATION FACILITIES AND SERVICES AS NECESSARY FOR THE PROPER EXECUTION AND , COMPLETION OF THIS WORK, ALL REOOIRED NOTICES SHALL BE GIVEN BY THE CONTRACTOR. THE CONTRACTOR ' SHALL COMPLY WITH ALL CODES, ORDINANCES, RULES, REGULATIONS, ORDERS, AND OTHER LEGAL REQUIREMENTS OF PUBLIC AUTHORITIES WHICH BEAR ON THE , PERFORMANCE OF THIS WORK. 3. PRELOkSTRUCTION REQUIREMENTS , 1. PERMITS AND LICENSES , THE OWNER SHALL SECURE AND PAY FOR THE FOLLOWING PERMITS: ' 1, GENERAL BUILDING PERMITS THE OWNER SHALL PAY THE FEE PRESCRIBED FOR ALL PERMANENT PERMITS, i LICENSES, AND EASEMENTS. THE CONTRACTOR SHALL ACDUIRE AND PAY FOR ALL SPECIALTY PERMITS, SUCH AS ELECTRICAL PERMITS, PLUMBING ' PERMITS, TRANSPORTATION PERMITS, BURNING PERMITS, WAGE AND HOUR REGULATIONS PERMITS, AND ALL OTHER PERMITS OF A TEMPORARY NATURE RELATING TO THE CONSTRUCTION OF THIS PROJECT, THE OWNER HAS PAID ' THE PLAN CHECK FEE. THE CONTRACTOR SMALL PAY FOR THE BUILDING PERMITS. A COPY OF THE OWNER ACQUIRED PERMITS WILL BE AVAILABLE AT THE CITY'S OFFICE FOR EXAMINATION BY BIDDERS. THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THESE PERMITS AND ALL OTHER PERMITS ISSUED FOR THIS PROJECT, , IN THE EVENT THE OWNER-OBTAINED PERMITS ARE NOT AVAILABLE FOR INSPECTION PRIOR TO BID OPENING, ALL BIDDERS SHALL BE HELD ' RESPONSIBLE FOR'THOSE PROVISIONS OF THE PERMITS THAT ARE AVAILABLE TO THE BIDDERS AT THE TIME OF BID OPENING. ADDITIONAL PROVISIONS OR REOUIRMENTS OF THESE PERMITS THAT ARE DETERMINED AFTER 810 OPENING WILL BE NEGOTIATED BY THE OWNER AND THE SUCCESSFUL BIDDER, , 2. EASEMENTS ' ALL CONSTRUCTION OM THIS PROJECT IS WITHIN CITY OWNED PROPERTY. 1-2 CITY OF RENTON GENERAL WES' HILL PUMP STATION 1 3, PRE-CONSTRUCTION CONFERENCE ' THE OWNER SHALL SCHEDULE A PRE-CONSTRUCTION CONFERENCE NOT MORE ' THAN 5 DAYS AFTER THE NOTICE TC PROCEED IS ISSUED. PRESENT AT THE MEETING TO REPRESENT THE CONTRACTOR SHALL BE AT LEAST THE OFFICIAL IN CHARGE OF THE PROJECT, THE PROJECT SUPERINTENDENT, A REPRESENTAT'VE WITH AUTHORITY TO SPEAK FOR EACH OF HIS PRINCIPAL SUBCONTRACTORS AND OTHER REPRESENTATIVEL AS HE MAY DEEM EXPEDIENT. THE OWNER AND HIS REPRESENTATIVES SHALL BE PRESENT AS REQUIRED. ' 4. CONSTRUCTION SCHEDULE ' THE CONTRACTOR SHALL PREPARE AND SUBMIT WITH THE CONSTRUCTION SCHEDULE, AS OUTLINED IN SECTION 8.1.03 OF THE SPECIAL PROVISIONS AND A SEPARATE SCHEDULE LISTING DATES FOR SUBMISSION AND DATES THAT REVIEWED SHOP DRAWINGS, PROJECT DATA, AND SAMPLES WILL BE NEEDED. WITH THE EXCEPTION OF COLOR SCHEDULES, SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL AS SOON AS DETAILS ARE RECEIVED AND REVIEWED BY THE ENGINEER REGARDLESS OF ABOVE SCHEDULE OF NEED. THE ENGINEER SHALL NO' BE HELD RESPONSIBLE FOR LATE REVIEWS IF SUBMITTALS ARE UNNECESSARILY DELAYED BECAUSE OF HEAVY WORKLOADS DUE TO LARGE NUMBERS OF SUBMITTALS ARRIVING NEARLY SIMULTANEOUSLY, TO t FACILITATE COORDINATED COLOR SELECTION, COLOR SAMPLES FOR ALL ITEMS FOR WHICH COLORS ARE TO BE SELECTED SHALL BE SUBMITTED AT THE SAME TIMC. ' S. SUBMITTALS AND SHOP DRAWINGS SHOP DRAWINGS, DATA, AND SAMPLES SHALL BE SUBMITTED SHOWING THE LOCATION OF EACH ITEM BY DRAWING NUMBER AND PARAGRAPH OF THE SPECIFICATIONS SHALL BE SHOWN ON THE FORM OF THE PRODUCT OR MATERIAL BEING SUBMITTED. THE CONTRACTOR SHALL REVIEW AND STAMP WITH HIS APPROVAL AND SUBMIT WITH SUCH PROMPTNESS AS TO CAUSE NO ' DELAY IN HIS WORK OR THAT OF ANY OTHER CONTRACTOR, THE REQUIRED NUMBER OF COPIES OF ALL SHOP DRAWINGS, SCHEDULES, DATA, AND SAMPLES REQUIRED FOR THE WORK OF THE VARIOUS TRADE DETERMINED NECESSARY BY THE ENGINEER, REQUIRED IN THE GENERAL CONDITIONS, AND DESCRIBED ELSEWHERE IN THE PROJECT. SHOP DRAWINGS SHALL ESTABLISH THE ACTUAL. DETAIL OF ALL MANUFACTURED OR FABRICATED ITEMS. THEY SHALL BE DRAWN TO SCALE AND BE COMPLETELY DIMENSIONED. SHEET SIZES OF SHOP DRAWINGS SHALL BE IN MULTIPLES OF 8-1/2 INCHES BY 11 INCHES, NOT TO EXCEED 22 INCHES BY 34 INCHES, UNLESS APPROVED BY THE ENGINEER. ON EACH DRAWING, THERE SHALL BE PROVIDED A CLEAR SPACE FOR THE 1 ENGINEER'S AND/OR OWNER'S REVIEW AND APPROVAL STAMPS AND COMMENTS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER IN THE FORM OF A REPRODUCIBLE TRANSPARENCY, ALONG WITH ONE BLACK LINE OR BLUE LINE PRINT. TWO COPIES OF MANUFACTURER'S LITERATURE, BROCHURES, CATALOG 1-3 CITY OF RENTON GENERAL ' WEST HILL PIMP STATION CUTS, AND OTHER PERTINENT PRINTED MATTER OR DATA SHALL BE SUBMITTED ' IN ADDITION TO THE NUMBER OF COPIES THE CONTRACTOR WISHES RETURNED TO HIM. THE ENGINEER SHALL REVIEW THE SHOP DRAWINGS WITH ' REASONABLE PROMPTNESS AND WILL AFFIX HIS DRAWING REVIEW STAMP WITH NOTATIONS AS REQUIRED. WHEN SHOP DRAWINGS AND/OR OTHER. SUBMITTALS ARE REQUIRED TO BE REVISED OR CORRECTED AND RESUBMITTED, THE ' CONTRACTOR SHALL MAKE SUCH REVISIONS AND/OR CORRECTIONS AND RE-SUBMIT THE DRAWINGS OR OTHER MATERIALS IN THE SAME MANNER AS SPECIFIED ABOVE. ' THE CONTRACTOR SHALL OBTAIN AND PROVIDE SUCH NUMBER OF PRINTS OF COPIES OF DRAWINGS AS IS REQUIRED FOR HIS FIELD DISTRIBUTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEARLY NOTE ON THE SHOP DRAWINGS AND IN WRITING SPEZIFICALLY CALL TO THE ENGINEER'S ATTENTION ANY CHANGES THAT VARY FROM THE CONTRACT DRAWINGS AND SPECIFICATIONS. REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER SHALL ' NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY AND AT HIS OWN COST AND EXPENSE TO COMPLY WITH THE CONTRACT DOCUMENTS UNLESS THE CHANGES ARE CLEARLY NOTED AND IN WRITING CALLED TO THE ENGINEER'S , ATTENTION AS ABOVE PROVIDED, IN WHICH EVENT SUBSEQUENT ACCEPTANCE BY THE ENGINEER IN WRITING SHALL BE AUTHORITY FOR THE CHANGE OR CHANGES PROPOSED IN THE SHOP DRAWINGS. IF CORRECTIONS ARE REQUIRED, THE CONTRACTOR SHALL MAKE THE ' CORRECTIONS REQUIRED BY THE ENGINEER AND FILE TWO COPIES WITH HIM. THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION IN WRITING OR ON ' RE-SUBMITTING SHOP DRAWINGS TO REVISIONS OTHER THAN THE CORRECTIONS REQUIRED ON THE PREVIOUS SUBMISSION. THE ENGINEER WILL RETURN TO THE CONTRACTOR COPIES OF DRAWINGS IN THE SAME MANNER AND NUMBER AS BEFORE. , SHOP DRAWINGS SHALL GIVE COMPLETE INFORMATION NECESSARY FOR THE FABRICATION AND INSTALLATION OF .ALL COMPONENT PARTS OF THE ' EQUIPMENT, STRUCTURE, FACILITY, ETC. IN THE CASE OF STRUCTURAL DRAWINGS, THEY SHALL INCLUDE THE LOCATION, TYPE, AND EXTENT OF ALL WALL PIPING CUTOUTS, EMBEDDED INSERTS, CONDUIT, AND PIPING, t MANUFACTURER'S STANDARD DETAILS, CATALOGS, ADVERTISING LITERATURE, ETC., SHALL NOT NECESSARILY CONSTITUTE ALL OF THE SHOP DRAWINGS REQUIRED FOR ANY UNIT OR FACILITY, ADDITIONAL SHOP DETAILS DESIGNED FOR THIS PARTICULAR PROJECT SHALL BE FURNISHED WHEN ' REQUIRED BY THE ENGINEER. SHOP DRAWINGS OF TH' ELECTRICAL EQUIPMENT SHALL INCLUDE COMPLETE DIAGRAMS OF ELECTRICAL CIRCUITRY. THE ENGINEER'S REVIEW AND PLACEMENT OF THE SHOP DRAWING STAMP ON ' ANY SHOP DRAWING IS UNDERSTOOD TO BE AN ACCEPTANCE OF THE CHARACTER OF THE DETAILS AND NOT A CHECK OF ANY DIMENSION OR QUANTITY AND ' WILL NOT RELIEVE THE CONTRACTOR FROM ERRORS OF ANY SORT IN SHOP DRAWINGS DATA OR SCHEDULES, WHETHER OR NOT SUCH ERRORS ARE FOUND BY THE ENGINEER IN HIS REVIEW OF SUCH DETAILS. THE ENGINEER'S REVIEW OF AND PLACEMENT OF SHOP DRAWINGS REVIEW STAMP ON ANY SHOP DRAWING , WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR CONSEQUENCES DUE TO DEVIATIONS FROM THE CONTRACT DOCUMENTS UNLESS THE CONTRACTOR 1-4 ' E _ CITY OF RENTON GENERAL WEST HILL PUMP STATION HAS CALLED ATTENTION TO SUCH DEVIATIONS IN WRITING BY A LETTER ' ACCOMPANYING THE DRAWINGS AT THE TIME OF SUBMISSION AND THE ENGINEER ACCEPTS SUCH DEVIATIONS IN WRITING. NO CHANGES WILL BE MADE IN ANY DRAWING AFTER IT HAS BEEN REVIEWED EXCEPT BY THE CONSENT OR DIRECTION OF THE ENGINEER IN WRITING. 6. CONTRACTOR RESPONSIBILITY ' BY APPROVING AND SUBMITTING SHOP DRAWINGS AND SAMPLES, THE ' CONTRACTOR THEREBY REPRESENTS THAT HE HAS DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, FIELD CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS, AND SIMILAR DATA, OR WILL DO SO AND THAT HE HAS CHECKED AND COORDINATED EACH SHOP DRAWING WITH THE REQUIREMENTS OF THE WORK AND OF THE CONTRACT DOCUMENTS. ' 7. SUBSTITUTIONS AS SOON AS POSSIBLE, BUT NOT MORE THAN 30 DAYS AFTER THE DATE OF THE CONTRACT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE COPIES OF COMPLETE LISTS OF ALL PRODUCTS WHICH ARE PROPOSED FOR INSTALLATION AS SUBSTITUTIONS OR PRODUCT OPTIONS. EACH LIST SHALL ' BE TABULATED IN ACCORDANCE WITH SPECIFICATION SECTIONS. FOR PRODUCTS SPECIFIED ONLY BY REFERENCE STANDARDS, THE CONTRACTOR SHALL SELECT ANY PRODUCTS WHICH EITHER MEETS OR EXCEED SUCH STANDARDS, BY ANY MANUFACTURER. FOR PRODUCTS SPECIFIED BY NAMING TWO OR MORE PRODUCTS, BUT INDICATING THE OPTION OF SELECTING EQUIVALENT PRODUCTS BY STATING "OR EQUAL" AFTER SPECIFIED PRODUCT, ' THE CONTRACTOR SHALL SUBMIT A REOUEST AS REQUIRED FOR SUBSTITUTION FOR ANY PRODUCT NOT SPECIFICALLY NAMED, ' DURING THE BIDDING, THE ENGINEER SHALL CONSIDER WRITTEN REQUESTS FROM PRODUCT SUPPLIERS OR PRIME BIDDERS FOR SUBSTITIONS, RECEIVED IN ACCORDANCE WITH THE PRE-SUBMITTAL SPECIFICATION CONTAINED ' HEREIN, REQUESTS RECEIVED AFTER THE TIME SPECIFIED WILL NOT BE CONSIDERED. ALL SUCH REQUESTS MUST BE ACCOMPANIED BY DRAWINGS AND SPECIFICATIONS IN SUFFICIENT DETAIL TO ALLOW THE ENGINEER TO DETERMINE WHETHER OR NOT THE SUBSTITUTE PROPOSED IS EQUAL TO THAT ' SPECIFIED. ALL SUCH REQUESTS SHALL INCLUDE A LISTING OF ANY SIGNIFICANT VARIATIONS IN MATERIAL OR METHODS FROM THOSE SPECIFIED. IF THERE ARE NO VARIATIONS, A STATEMENT TO THAT FACT SHALL BE INCLUDED IN THE REQUEST FOR APPROVAL. THE DETERMINATION AS TO WHETHER OR NOT PROPOSED SUBSTITUTE EQUALS THAT SPECIFIED SHALL REST SOLELY WITH THE ENGINEER. ' APPROVAL OF ALTERNATES AND/OR EQUAL MINOR PRODUCTS WILL BE ONLY BY ADDENDUM. THE BIDDER SHALL INCLUDE, IN HIS PROPOSAL, ALL COSTS FOR MODIFICATIONS REQUIRED TO ADOPT THE SUBSTITUTE. ' 1-S 1 CITY OF RENTON GENERAL ' NEST MIL). PUMP STATION WITHIN 30 DAYS AFTER THE DATE OF THE CONTRACT, THE ENGINEER SHALL CONSIDER FORMAL REQUESTS FROM THE CONTRACTOR FOR SUBSTITUTION OF , PRODUCTS IN PLACE OF THOSE SPECIFIED. THE CONTRACTOR SHALL SUBMIT TWO COPIES OF THE REQUEST FOR SUMTITUTION, DATA TO BE COMPLETED SHALL INCLUDE THE NEC:SSARY CHANGE OF CONSTRUCTION METHODS ' INCLUDING A DETAILED DESCRIPTION OF THE PROPOSED METHOD AND THE RELATED DRAWINGS ILLUSTRATING SUCH METHODS. AN ITEMIZED COMPARISON OF THE PROPOSED SUBSTITUTION WITH PRODUCT OR METHOD SPECIFIED SHALL t BE PROVIDED. MAKING SUCH A REQUEST FOR SUBSTITUTION, THE CONTRACTOR RE RESENTS THAT HE HAS PERSONALLY INVESTIGATED THE PROPOSED PRODUCT ' OR METHOD AND HAS DETERMINED THAT IT IS EQUAL OR SUPERIOR -0, IN ALL RESPECTS, THE PRODUCT SPECIFIED. HE WILL PROVIDE THE SAME GUARANTEE FOR SUBSTITUTION AS FOR THE PRODUCT OR METHOD SPECIFIED. ' HE WILL ALSO COORDINATE INSTALLATION OF ACCEPTED SUBSTITUTIONS INTO THE WORK MAKING SUCH CHANGES AS MAY BE REQUIRED FOR THE WORK TO BE COMPLETE IN ALL RESPECTS, HE WAIVES ALL CLAIMS fOR ADDITIONAL , COSTS RELATED TO SUBSTITUTIONS WHICH CONSEQUENTLY BECOMES APPARENT. COST DATA IS COMPLETE AND SHALL INCLUDE ALL RELATED COSTS UNDER THIS CONTRACT INCLUDING ALL ENGINEERING RE-DESIGN COSTS. S. STAKING THE C,TY SHALL STAKE OUT THE LOCATIONS OF MAJOR FACILITIES SHOWN ON , THE DRAWINGS AND ESTABLISH BENCH MARKS AT LOCATIONS TO BE , DESIGNATED BY THE CONTRACTOR, THE CONTRACTOR SHALL PROTECT ''D PRESERVE IN THEIR ORIGINAL CONDITIONS ALL STAKES, POINTS, OR MARKS SET FOR THE WORK BY THE ENGINEER. IF SUCH STAKES AND MARKINGS ARE DESTROYED OR DEFACED BY THE CONTRACTOR'S OPERATION BEFORE THEIR USE ' IS ENDED, THE FULL COST OF REPLACING THEM WILL BE Al THE CONTRACTOR'S EXPENSE BY DEDUCTION FROM ANY MONEY DUE HIM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AND SAFE FACILITIES TO ENABLE ' THE ENGINEER TO SET THE CONTROL POINTS, TOGETHER WITH SUCH TOOLS AND MATERIALS AND RENDER SUCH COMPETENT ASSISTANCE AS MAY BE REASONABLY AND CUSTOMARILY REQUIRED. WORKING OPERATIONS SHALL BE SUSPENDED AT DIFFERENT POINTS FOR SUCH BRIEF AND REASONABLE TIME AS ' MAY BE REQUIRED FOR GIVING OF LINES AND GRADES, TAKING MEASUREMENTS AND MAKING INSPECTIONS. SUCH DELAYS SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT AND NO ADDITIONAL COMPENSATION WILL BE ' ALLOWED. THE CONTRACTOR SHALL GIVE THE CITY 48-HOUR NOTICE BEFORE THE , STAKING IS NEEDED. 1-6 ' ' CITY OF RENTON GENERAL WEST HILL PUMP STATION rA. COMENCEMENI OF WORK 1. POLLUTION CONTROL ' THE CONTRACTOR SHALL ADHERE TO ALL PEQUIREMENTS OF FEDERAL, STATE, AND LOCAL STATUTES AND REGULATIONS DEALING WITH POLLUTION. IN ' ADDITON, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY CONDITION, SUCH ACCOMMODATIONS FOR THE USE OF HIS EMPLOYEES AND ENGINEERS AS MAY BE NECESSARY TO COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE AGENCIES OR ORGANIZATIONS ' HAVING JURISDICTION OVER SANITARY AND HEALTH CONDITIONS AND OF OTHER BODIES OR OFFICES HAVING JURISDICTION THEREOVER. HE SHAL'. PERMIT NO PUBLIC NUISANCES. ' FEDERAL, STATE, AND LOCAL STATUTES AND REGULATIONS DEALING WITH THE PREVENTION OF ENVIRONMENTAL POLLUTION ANO THE PRESERVATION OF PUBLIC NATURAL RESOURCES THAT MAY AFFECT OR MAY BE AFFECTED BY THE PROJECT ARE ON FILE AT THE OFFICE OF THE OWNER, THESE PROVISIONS ARE NOT EXCLUSIVE AND THE CONTRACTOR MUST FAMILIARIZE HIMSELF WITH ALL SUCH STATUTES, ORDINANCES, AND REGULATIONS THAT APPLY TO THIS CONTRACT. IF THE CONTRACT MUST UNDERTAKE AD017IONAL WORK DUE TO THE ENACTMENT OF NEW OR AMENDMENT OF EXISTING STATUTES, ORDINANCES, RULES, DR REGULATIONS DEALING WITH THE PREVENTION OF ENVIRONMENTAL ' POLLUTION AND PRESERVATION OF NATURAL RESOURCES THAT MAY AFFECT OR MAY BE AFFECTED BY THE PROJECT WHICH ENACTMENT OF AMENDMENT OCCURS AFTER THE SUBMISSION OF HIS BID FOR THIS CONTRACT, SUCH ADDITIONAL WORK AS MUST BE UNDERTAKEN SHALL NOT INVALIDATE THE CONTRACT AND ' THE CONTRACTOR SHALL PROCEED TO PERFORM SUCH ADDITIONAL WORK. ' 2. USE OF PREMISES ' THE CONTRACTOR SHALL CONFINE HIS APPARATUS, STORAGE OF MATERIALS, AND CONSTRUCTION OPERATIONS TO SUCH LIMITS AS MAY BE DIRECTED PY THE OWNER AND SHALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS MATERIALS. 3. CARE OF EXISTING FACILITIES 1 THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PROTECT EXISTING SIDEWALKS, CURBS, PAVEMENTS, UTILITIES, ADJOINING PROPERTY, AND STRUCTURES. TO AVOID DAMAGE THERETO, HE SHALL, AT HIS OWN EXPENSE, COMPLETELY REPAIR ANY DAMAGE CAUSED BY HIS OPERATION, ACCESS FOP FIRE-FIGHTING EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES. ' 1-] CITY OF RENTON GENERAL ' WEST HILL PUMP STATION 4. REMOVAL OF ALL DEBRIS, CLEARING, ETC. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE CONSTRUCTION AREA CLEAN AND ORDERLY AND, UPON COMPLETION Of THE WORK, SHALL LEAVE ALL BUILDINGS BROOM CLEAN AND ALL PARTS OF THE WORK CLEAN AND FREE OF e RVBBICH AND EXCESS MATERIAL OF ANY KIND, ALL WINDOWS, DOORS, HARDWARE, WOODWORK, FIXTURES, EQUIPMENT, WALLS, AND FLOORS SHALL BE LEFT CLEAN AND FREE OF STAINS, PAINT OR ROOFING SPLASHES, OR OTHER ' MARS OR DEFECTS. UPON COMPLETION, THE SITE OF ALL WORK OR EQUIPMENT AND MATERIAL STORAGE AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, ALL MISCELLANEOUS DEBRIS, ROCKS, ETC., RESULTING FROM THE WORK SHALL BE REMOVED AND DISPOSED OF IN A ' MANNER SATISFACTORY TO THE OWNER, THE SITE, THROUGH THE PROGRESS OF CONSTRUCTION, SHALL BE KEPT AS CLEAN AS POSSIBLE AND IN A MEAT CONDITION. ' S. COMMENCEMENT OF WORK ON PUBLIC AND PRIVATE RI6M74F^4AY WORK SHALL NOT BE STARTED ON ANY PUBLIC OR PRIVATE RIGHT-OF-WAY UNTIL CLEARANCE IS GIVEN TO THE CONTRACTOR BY THE ENGINEER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH ANY SPECIAL PEGDIREMENTS OF ANY PERMIT FOR THE PROJECT ACQUIRED BY THE OWNER, , THE ENGINEEK SHALL, AT ALL TIMES, HAVE ACCESS TO ALL PARTS OF THE WORK AND TO THE SHOPS WHEREIN THE WORK IS iN PREPARATION FOR THE PURPOSE OF INSPECTION AND THE CONTRACTOR SHALL, AT ALL TIMES, MAINTAIN PROPER FACILITIES AND PROVIDE SAFE ACCESS FOR SUCH INSPECTION. 6. TEMPORARY FACILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOP CONSTRUCTION AND LOCATION , OF ALL FIELD OFFICES, ALL NECESSARY WATER FOR CONSTRUCTION-RELATED FIRE PROTECTION, ALL NECESSARY GATES AND BARRICADES, FENCES, , HANDRAILS, GUARD RAILS, AND SECURITIES REQUIRED BY THIS CONTRACT, OR BY LAWS AND REGULATONS. SANITARY FACILITIES ADEQUATE FOR ALL WORKERS SHALL COMPLY WITH ALL CODES AND REGULATIONS AND THERE SHALL ' 8E SHELTERS AND DRY FACILITIES FOR 'HE WORKMEN AS REQUIRED. THE CONTRACTOR SHALL INSURE THAT ALL GUARDS, MARKS, SHIELDS, PROTECTIVE CLOTHING, RAINGEAR, AND OTHER EQUIPMENT REQUIRED BY LAW, ' ORDINANCE, LABOR CONTRACTS. OSHA REGULATIONS, AND OTHER REGULATIONS FOR THE MAINTENANCE OF HEALTH AND SAFETY BE SUPPLIED. FIRST AID KITS AND EQUIPMENT AS REQUIRED BY LAW SHALL ALSO BE SUPPLIED. ' 1-8 , tCITY OF RENTON GENERAL NEST HILL PUMP STATION 7. TEMPORARY UTILITIES ' AT THE CLOSE OF THIS CONTRACT, THE CONTRACTOR SHALL PAY ALL UTILITY BILLS THAT ARE OUTSTANDING, REMOVE ALL TEMPORARY ELECTRICAL, SANITARY, GAS, TELEPHONE, WATER FACILITIES, AND ANY OTHER TEMPORARY SERVICE EQUIPMENT THAT MAY REMAIN, IN ADDITION, HE SMALL ARRANGE FOR THE TRANSFER OF ELECTRICAL AND WATER ACCOUNTS TO THE OWNER'S NAME. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AN ADEQUATE ' TEMPORARY ELECTRICAL SYSTEM. THIS SYSTEM SHALL BE ARRANGED BY AND ALL COSTS PAID BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND PROVIDE ALL t NECESSARY FACILITIES FOR THE NECESSARY WATER SUPPLY FOR HIS CONSTRUCTION AT HIS OWN EXPENSE UNLESS OTHERWISE PROVIDED. 5. TESTING AND FACILITY STARTUP ' 1. SCHEDULE THE PLACING OF ALL PHASES OF THE PROJECT IN SERVICE SHALL CONSIST OF THREE PAPTS: TESTING, STARTING, AND OPERATION, NOT LESS THAN 30 DAYS BEFORE THE ANTICIPATED TIME FOR BEGINNING THE TESTING, THE CONTRACTOR WILL SUBMIT TO THE ENGINEER FOR APPROVAL A COMPLETE PLAN FOR THE FOLLOWING: t1. SCHEDULES FOR TESTS 2. DETAIL SCHEDULES OF PROCEDURES FOR START 3. COMPLETE SCHEDULE OF EVENTS TO BE ACOMPLISHED DURING TESTING ' 4. AN OUTLINE OF WORK REMAINING UNDER THE CONTRACT THAT WILL BE CARRIED OUT C�4;URRENTLY WITH THE OPERATION PHASES t THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY PIPELINES AND WATER DISPOSAL EQUIPMENT NECESSARY TO TEST THE PUMPS FOR TWO HOURS AT FULL LOAD BEFORE THE PUMP STATION IS CONNECTED TO THE ' DISTRIBUTION SYSTEM. THE WATER MAY BE WASTED INTO THE BOX CULVERT WEST OF THE PIMP STATION. 1-9 t CITY OF RENTON GENERAL WEST HILL PUMP STATION 2. CONTRACTOR'S RESPONSIBILITY ' ALL TESTING, STARTUP, AWD OPERATION SHALL NOT BE CAUSE FOR CLAIMS , FOR DELAY BY THE CONTRACTOR AND ALL EXPENSES ACCRUING THEREFROM SHALL BE DEEMLO TO BE INCIDENTAL TO THIS CONTRACT, THE CONTRACTOR ' SHALL MAKE ARRANGEMENT FOR ALL MATERIALS, SUPPLIES, AND LABOR NECESSARY TO EFFICIENTLY COMPLETE THE TESTING, STARTUP, AND OPERATION. ALL POWER AND UTILITY BILLS SHALL BE PAID BY THE ' CONTRACTOR UP TO AND INCLUDING THE DAY OF FINAL ACCEPTANCE OF THE CONTRACT BY THE OWNER. IF NOT PAID, THESE CHARGES SHALL BE TREATED AS CLAIMS AGAINST THE CONTRACTOR. IF THE OWNER CHOOSES TO COMMENCE , OPERATIONS PRIOR TO THE FINAL ACCEPTANCE, THE OWNER WILL ASSUME PAYMENT OF ALL POWER AND UTILITY CHARGES EFFECTIVE THE DAY THAT OPERATION IS ASSUMED BY THE OWNER AND NOTICE 1S GIVEN IN WRITING. 1 3. TESTING WHERE THE SPECIFICATIONS REQUIRE WORK TO BE SPECIFICALLY TESTED OR , REVIEWED, IT SHALL NOT BE TESTED OR COVERED UP WITHOUT TIMELY NOTICE TO THE ENGINEER OF ITS READINESS FOR INSPECTION, UNLESS THE ENGINEER WAIVES SUCH NOTICE. SHOULD ANY SUCH WORK BE COVERED UP WITHOUT SUCH NOTICE, APPROVAL, OR CONSENT, IT MUST, IF REQUIRED BY THE ENGINEER, BE UNCOVERED FOR EXAMINATION AT THE CONTRACTOR'S ' EXPENSE. WHERE WORK IS TO BE TESTED, ALL NECESSARY EQUIPMENT SHALL BE SET UP AND THE WORK GIVEN A PRELIMINARY TEST SO THAT ANY AND ALL DEFECTS MAY BE DISCOVERED AND REPAIRED PRIOR TO CALLING OUT THE , ENGINEER FOR THE TEST. TESTING SHALL CONSIST OF INDIVIDUAL TESTS AND CHECKS MADE ON EQUIPMENT INTENDED TO PROVIDE PROOF OF PERFORMANCE OF UNIT AND ' PROPER OPERATION OF UNIT CONTROL TOGETHER WITH SUCH NECESSARY TESTS WHETHER OR NOT DESCRIBED ELSEWHERE IN THESE SPECIFICATIONS. TO ASSURE PROPER ALIGNMENT, SIZE, CONDITION, CAPABILITY, STRENGTH, , PROPER ADJUSTMENT, LUBRICATION, PRESSURE, HYDRAULIC TESTS, LEAKAGE TEST, AND ALL OTHER TESTS DEEMED NECESSARY BY THE ENGINEER TO DETERMINE THAT ALL MATERIALS AND EQUIPMENT ARE Of SPECIFIED , QUALITY. PROPERLY SITUATED, ANCHORED, AND IN ALL RESPECTS, READY VOR USE. ANY CERTIFICATES AS REQUIRED BY THESE SPECIFICATIONS BY THE MANUFACTURER'S REPRESENTATIVE SHALL BE SUPPLIED TO THE ENGINEER PRIOR TO STARTUP, t ALL PIPING SHALL BE TESTED AS REQUIRED BY SPECIFICATIONS AND APPLICABLE CODES. TESTS ON INDIVIDUAL ITEMS OF EQUIPMENT, SUCH AS , PIPELINES, STRUCTURES, CONTROLS, AND OTHER ITEMS SHALL BE AS DESCRIBED IN VARIOUS SECTIONS DESCRIBING SUCH ITEMS. TESTING WILL BE DONE BY THE CONTRACTOR IN THE PRESENCE OF THE ENGINEER. RECORDS OF ALL OFFICIAL TESTS WILL BE MADL BY THE ENGINEER. DURING THESE , TESTS, THE CONTRACTOR SHALL CORRECT ANY DEFECTIVE WORK DISCOVERED OR THAT IS NOT IN FIRST CLASS OPERATING CONDITION. 1-10 CITY OF RENTON GENERAL ' NEST HILL PIMP STATION 4. STARTUP ' STARTUP SHALL CONSIST OF TESTING BY A SIMULATED OPERATION, ALL OPERATIONAL EQUIPMENT, AND CONTROLS. THE PURPOSE OF THESE TESTS ' SHALL BE TO CHECK THAT ALL EQUIPMENT WILL FUNCTION UNDER OPERATING CONDITIONS, THAT ALL INTERI.00KING CONTROLS AND SEQUENCES ARE PROPERLY SET AND THAT THE FACILITY WILL FUNCTION AS AN OPERATING UNIT. ' CHECKS FOR LEAKAGE OF TANKS, PIPING, VALVES, AND OTHER HYDRAULIC SYSTEMS AND STRUCTURES SHALL BE MADE. FACTORY REPRESENTATIVES OF ALL MAJOR UNITS SHALL BE PRESENT FOR THE STARTUP PHASE. THE TEST SHALL CONTINUE UNTIL IT IS DEMONSTRATED THAT ALL FUNCTIONS OF CONTROLS AND MACHINERY ARE CORRECTED. ' STARTUP SHALL NOT BEGIN UNTIL ALL TESTS REQUIRED BY THESE SPECIFICATIONS HAVE BEEN COMPLETED AND APPROVED BY THE ENGINEER, 5. OPERATION tOPERATION OF THE FACILITY SHALL BE. IMMEDIATELY STARTED AFTFR COMPLETION OF TESTING AND STARTUP AND AFTER SATISFACTORY REPAIK AND ADJUSTMENTS HAVE BEEN MADE. ' 6iOPERATION AND MAINTENANCE MANUALS PRIOR TO THE RECEIPT OF PAYMENT FOR MORE THAN 80 PERCENT OF THE WORK, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER FIVE SETS OF ACCEPTABLE MANUFACTURERS' OPERATING AND MAINTENANCE INSTRUCTIONS COVERING EACH PIECE OF MECHANICAL AND ELECTRICAL EQUIPMENT, OR EQUIPMENT ASSEMBLY, FURNISHED ' UNDER THIS CONTRACT. EACH SET OF INSTRUCTIONS SHALL BE BOUND INTO MULTIPLE VOLUMES; EACH VOLUME TO BE COMPLETE WITH AN INDEX AND BOUND 1N A SUITABLE HARD-COVER BINDER, BINDERS SHALL BE SIMILAR AND EQUAL TO NATIONAL 98-381. MANUALS SHALL BE ASSEMBLED AND INDEXED SO THAT INFORMATION ON EACH PIECE OF EQUIPMENT CAN BE READILY FOUND, THE OPERATING AND MAINTENANCE INSTRUCTIONS SHALL INCLUDE, AS A MINIMUM, THE FOLLOWING DATA FOR EACH ITEM OF MECHANICAL AND ELECTRICAL EQUIPMENT: 1. COMPLETE AS-BUILT ELEMENTARY WIRING AND ONELINE DIAGRAMS. ' 2. RECOMMENDED SPARE PARTS. I-]1 0 CITY OF RENTON GENERAL WEST HILL PUMP STATION 3. COMPLETE PARTS LIST, BY GENERIC TITLE AND IDENTIFICATION NUMBER, ' COMPLETE vl1TH EXPLODED VIEWS OF EACH ASSEMBLY. 4. LUBRICATION SCHEDULE INCLUDING THE APPLICABLE LUBRICANT DESIGNATION , AVAILABLE FROM THE STANDARD OIL COMPANY OF CALIFORNIA. S. RECOMMENDED PREVENTIVE MAINTENANCE PROCEDURES AND SCHEDULES. ' 6. DISASSEMBLY AND RE-ASSEMBLY INSTRUCTIONS. ' 7. NAME, LOCATION, AND TELEPHONE NUMBER OF THE NEAREST SUPPLIER AND SPARE PARTS WAREHOUSE. B. RECOMMENDED TROUBLE-SHOOTING AND STARTUP PROCEDURES , 9. RECOMMENDED STEP-BY-STEP OPERATING PROCEDURES. 10. ALL MANUFACTURERS' WARRANTEES. 11. EQUIPMENT SPECIFICATIONS AND GUARANTEED PERFORMANCE DATA. , GENERAL MANUALS WHICH DESCRIBE SEVERAL ITEMS NOT IN THE CONTRACT WILL NOT BE ACCEPTED UNLESS ALL REFERENCES TO IRRELEVANT EQUIPMENT IS NEATLY ERADICATED OR BLOCKCO OUT. 7. GUARANTEES AND WARRANTIES THE CONTRACTOR SHALL SECURE AND DELIVER TO THE ENGINEER ALL EQUIPMENT WARRANTIES OTHER WARRANTIES AND GUARANTEES AS MAY BE REQUIRED FOR EQUIPMENT , OR PROCESSES REQUIRED UNDER ALL. SECTIONS OF THIS CONTRACT. SUCH DELIVERY SHALL BE DONE AT ONE TIME COVERING ALL MAJOR AND MINOR EQUIPMENT WARRANTIES. , THE CONTRACTOR SHALL GUARANTEE P.l'L MATERIALS AND EQUIPMENT FURNISHED AND WORK PERFORMED FOR A PERIOD OF JNE (1) YEAR FROM THE DATE OF SUBSTANTIAL ' COMPLETION. THE CONTRACTOR WARRANTS AND GUARANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE SYSTEM THAT THE COMPLETED SYSTEM IS FREE FROM ALL DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND ' THE CONTRACTOR SHALL PROMPTLY MAKE SUCH CORRECTIONS AS MAY BE NECESSARY BY REASON OF SUCH DEFECTS INCLUDING THE REPAIRS OF THE DAMAGE OF OTHER PARTS OF THE SYSTEM RESULTING FROM SUCH DEFECTS. THE OWNER WILL GIVE NOTICE OF ' OBSERVED DEFECTS WITH nEASONABLE PROMPTNESS. IN THE EVENT THAT THP CONTRACTOR SHOULD FAIL TO MAKE SUCH REPAIRS, ADJUSTMENTS, OR OTHER WORD THAT MAY BE MADE NECESSARY BY SUCH DEFECTS, THE OWNER MAY DO 50 AND CHARGE THE CONTRACTOR THE COST THEREBY INCURRED. THE PERFORMANCE BOND SHALL , REMAIN IN FULL FORCE AND EFFECT THROUGH THE GUARANTEE FERIOD. 1-12 ' 1 MCITY OF RENTON SITEWORK WEST HILL PIMP STATION z.o ' s1rum 1. TRENCHING. BACRFILL. AND COMPACTION ' GENERAL THE WORK COVERED IN THIS SECTION CONSISTS OF EXCAVATING, DEWATERING, ' SHORING, PIPE BEDDING, PLUGGING, PROTECTION, AND CLEANUP OF ALL PIPELINE TRENCHING FOP THE PROJECT. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND AS SHOWN ON THE DRAWINGS. ' EXCAVATIONI ' EXCAVATE FOR THE INSTALLATION OF PIPING, UTILITIES, AND APPURTENANCES. OBSTRUCTIONS SUCH AS TREE ROOTS, STUMPS, ABANDONED CONCRETE STRUCTURES, AND OTHER MATERIAL OF ALL TYPES SHALL BE REMOVED AT NO ADDITIONAL EXPENSE TO THE OWNER. ' TRENCH WIDTH MINIMUM WIDTH OF UNSHEETED TRENCHES OR THE MINIMUM CLEAR WIDTH OF ' SHEETED TRENCHES IN WHICH PIPE IS TO BE LAID SHALL BE 18 INCHES GREATER THAN THE INSIDE DIAMETER OF THE PIPE. SHEETING REQUIREMENTS SHALL BE INDEPENDENT OF TRENCH WIDTH. THE MAXIMUM CLEAR WIDTH AT THE TOP OF THE PIPE OR ABOVE THE PIPE WILL NOT BE LIMITED, EXCEPT IN CASES WHERE EXCESS WIDTH OF EXCAVATION WOULD CAUSE DAMAGE TO ADJACENT STRUCTURES. tGRADE CARRY THE BOTTOM OF THE TRENCH TO THE LINE AND rQADE SHOWN, OR AS t ESTABLISHED BY THE ENGINEER, ALLOW FOR PIPE THIL..NESS AND FOR BASE. BACKFELL ANY PART OF THE TRENCH EXCAVATED BELOW GRADE WITH APPROVED GRANULAR MATERIAL AND COMPACT TO A DENSITY EQUAL TO THE UNDISTUKBED TRENCH BOTTOM, REMOVAL OF WATER ' REMOVAL OF WATER SHALL BE ACCOMPLISHED AS SPECIFIED IN SECTION 2, CHAPTER 2, 2-1 1 CITY OF RENTON SITEWORK ' WEST HILL PUMP STATION 1 TRENCH STABILILATI9N IF, IN THE OPINION OF THE ENGINEER, THE MATERIAL IN THE BOTTOM OF THE TRENCH IS UNSUITABLE FOR SUPPORTING THE PIPE, EXCAVATE BELOW THE FLOW LINE AS APPROVED, AND BACKFILL TO THE REQUIRED GRADE WITH GRAVEL AS SPECIFIED HEREINBEFORE. NATIVE BACKFILL ' EXCAVATED MATERIAL, FREE FROM ROOTS, TRASH, AND OTHER DEBRIS, MAY BE USED FOR BACKFILL, IF DIRECTED BY THE ENGINEER, ALL UNSUITABLE MATERIAL , AND WASTE MATERIAL SHALL BE DISPOSED OF AT AN APPROVED REMOTE SITE. IMPORTED RACKFILL MATERIAL ' IMPORTED BACKFILL MATERIAL SHALL BE PIT RUN GRAVEL. ' BACKI LL FOR PIPE UNDER PUMP STATION ALL PIPING INSTALLED UNDER THE PUMP STATION SHALL BE BACKFILLED WITH ' IMPORTED BACKFILL MATERIAL. DEPOSIT IN MINIMUM 6-INCH HORIZONTAL LIFTS AND COMPACT TO 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE , CONTENT AS DETERMINED BY ASTM D-1557. SHORING, SHEETING. AND BRACING OF TRENCHES , THE CONTRACTOR SHALL PROVIDE AND INSTALL TIMBERING AND SHEETING AS NECESSARY TO PROTECT WORKMEN, THE WORK AREA, AND EXISTING UTILITIES , OR STRUCTURES AND OTHER PROPERTIES, AND AS REQUIRED BY ALL LOCAL, STATE, AND FEDERAL AGENCIES. ALL TIMBERING AND SHEFTING SHALL BE REMOVED PRIOR TO BACKFILLING. ' DUST CONTROL WHEN THE WEATHER IS DAY AND WHEN, IN THE OPINION OF THE ENGINEER, THE DUST BECOMES A NUISANCE, THE CONTRACTOR SHALL SPRINKLE WATER ON SURFACE STREETS TWICE A DAY IN ORDER TO KEEP THE STREET DUST DOWN. THIS ' SPRINKLING SHALL BE MAINTAINED UNIIL THE PROJECT IS ACCEPTED. ON THE PAVED STREETS, WHEN THE BACKFILLING HAS BEEN COMPLETED, THE STREETS SHALL BE WASHED TO REMOVE ALL DIRT AND DEBRIS. IF THE DUST BECOMES A , NUISANCE BtFORE THE BACKFILLING 15 COMPLETED, THE CONTRACTOR SHALL WASH THE PORTIONS OF THE STREET BEING USED FOR TRAFFIC. 2-2 , tCITY OF RENTON SITEWORK NEST HILL PUMP STATION 1 TRENCH BACKFILL FOUR PIPE BASE BED THE PIPE IN THE SELECTED BACKFILL MATERIAL SO THAT THE FLOW LINE IS ' AT THE REQUIRED GRADE AND ELEVATION, PLACE AND FINISH THE BASE TO GRADE AHEAD OF THE PIPE LAYING OPERATION. ' TRENCH BACKFILL AT PIPE ZONE BACKFILL THE PIPE ZONE TO 6 INCHES ABOVE THE OUTSIDE OF THE PIPE FOR ' THE FULL WIDTH OF THE TRENCH, PLACE 1N THE TRENCH IN LIFTS NOT EXCEEDING 6 INCHES ON BOTH SIDES OF THE PIPE. THOROUGHLY TAMP AND SUPPLEMENT BY "WALKING IN" THE MATERIAL. USE PARTICULAR ATTENTION IN PLACING MATERIAL ON THE UNDERSIDE OF THE PIPE TO PROVIDE A SOLID ' BACKING AND TO PREVENT LATERAL MOVEMENT DURING THE FINAL BACKFILLING PROCEDURE. DEPOSIT BACKFILL MATERIAL IN HORIZONTAL LIFTS NOT EXCEEDING 6 INCHES IN DEPTH, COMPACT TO 95 PERCENT OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557. REPAIR ANY SUBSEQUENT DAMAGE ' CAUSED BY SETTLEMENT OF TRENCHES AT NO COST TO THE OWNER, 2. EARTHWORK GENERAL ' THIS SECTION DESCRIBES THE GENERAL REQUIREMENTS FOR ALL TYPES OF EARTHWORK AND IS APPLICABLE TO ALL EARTHWORK AS REQUIRED ON 'PIS PROJECT, CLASSIFICATION ' ALL EXCAVATION IN THIS PROJECT IS CONSIDERED UNCLASSIFIED. THE TERMS "EARTHWORK` OR "EXCAVATION" INCLUDE ALL MATERIALS EXCAVATED OR REMOVED, ' REGARDLESS OF MATERIAL CHARACTERISTICS. THE CONTRACTOR SHALL MAKE HIS OWN ESTIMATE OF THE KIND AND EXTENT OF THE EXCAVATION, SITE GRADING PERFORM ALL EARTHWORk TO THE LINES AND GRADES AS SHOWN AND/DR ESTABLISHED BY THE ENGINEER, WITH PROPER ALLOWANCE FOR SURFACING SHOWN. SHAPE, TRIM, AND FINISH SLOPES OF CHANNELS TO CONFORM WITH THE LINES, GRADES, AND CROSS SECTIONS AS SHOWN OR APPROVED. MAKE SLOPES FREE OF ALL EXPOSED ROOTS AND STONES EXCEEDING 3-INCH DIAMETER WHICH ARE LOOSE AND LIABLE TO FALL. ROUND TOPS OF BANKS TO CIRCULAR CURVES, IN GENERAL, NOT LESS THAN A 6-FOOT RADIUS. ROUNDED SURFACES SHALL BE NEATLY AND SMOOTHLY TRIMMED. FINISHED SITE GRADING MUST BE APPROVED BY THE ENGINEER, 2-3 CITY OF RENTON SITEWORK ' WEST HILL PUMP STATION STRUCTURAL EXCAVATION STRUCTURAL EXCAVATION SHALL INCLUDE CLEARING AND GRUBBING BEYOND THE , EXCAVATION CATCH POINT, CLEARING SHALL CONFORM TO APWA SECTION 12-1.03 AND GRUBBING TO APWA SECTION 12-2.04. STRUCTURAL EXCAVATION SHALL INCLUDE THE REMOVAL OF ANY AND ALL FORMATIONS ENCOUNTERED AND THE , REMOVAL AND DISPOSAL OF ALL DEBRIS, INCLUDING SUBMERGED OR BURIED TIMBER. THE CONTRACTOR SHALL EXCAVATE TO THE DEPTH NECESSARY TO COMPLETE THE WORK AS SHOWN ON THE DRAWINGS. 1. SHORING , WHERE SHORING, SHEET PILING SHEETING, BRACING, LAGGING, OR OTHER ' SUPPORTS ARE NECESSARY TO PREVENT CAVE-INS OR DAMAGE TO EXISTING STRUCTURES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DESIGN, FURNISH, PLACE, MAINTAIN, AND REMOVE SUCH SUPPORTS IN ' ACCORDANCE WITH APPLICABLE ORDINANCES AND SAFETY REQUIREMENTS. THE DESIGN, PLANNING, INSTALLATION AND REMOVAL OF ALL SHEETING, SHORING, SHEET PILING, LAGGING, AND BRACING SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF THE SOIL BELOW AND ADJACENT TO THE EXCAVATION. 2. DISPOSAL OF EXCAVATED MATERIAL ' IT 15 ANTICIPATED THAT THE MAJORITY OF THE EXCAVATED MATERIAL WILL NOT BE SUITABLE FOR USE IN FILL AND BACKFILL. UNSUITABLE EXCAVATED , MATERIAL SHALL BE DISPOSED OF OFF-SITE. SUITABLE EXCESS EXCAVATION SHALL BE DISPOSED OF BY THE CONTRACTOR. 3. STOCKPILING OF EXCAVATED MATERIAL , PERMISSIBLE AREAS FOR STOCKPILING OF SUITABLE EXCAVATED MATERIALS , FOR LATER RE-USE SHALL BE DESIGNATED BY THE ENGINEER. BACKFILL FOR STRUCTURAL EXCAVATION WHEN FILL IS PLACED ADJACENT TO WALLS, FOOTINGS, ETC., HEAVY EQUIPMENT ' FOR SPREADING, AND COMPACTING SHALL NOT BE OPERATED CLOSER TO ANY WALL THAN A DISTANCE EQUAL TO THE HEIGHT OF THE BACKFILL ABOVE THE TOP OF THE FOOTING. FILL ADJACENT TO WALL SMALL BE COMPACTED TO 95 PERCENT OF ' THE MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557 WITH A SMALL VIBRATORY OR HAND COMPACTOR. 2-4 1 CITY OF RENTON SITEWORK ' WEST HILL PUMP STATION STRUCTURAL FILL ALL FILL UNDER STRUCTURES AND PAVED AREAS SHALL BE STRUCTURAL FILL. STRUCTURAL FILL SHALL BEAR ON A FIRM BASE AND BE CONSTRUCTED IN UNIFORM LAYERS NOT EXCEEDING 9 INCHES IN LOOSE THICKNESS WITH EACH LIFT TO BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM DENSITY AS DETERMINED BY ASTM D-1557. THE CONTRACTOR SHALL BRING THE TOP OF THE STRUCTURAL FILL TO THE ' ELEVATION AS INDICATED ON THE DRAWINGS. ' GENERAL FILL ALL FILL THAT IS NOT BACKFILL FOR STRUCTURAL EXCAVATION OR STRUCTURAL FILL IS GENERAL FILL. GENERAL FILL SHALL BE WELL COMPACTED BY REPEATED COVERAGES OF THE HAULING AND SPREADING EQUIPMENT AND SHALL BE FINAL GRADED AS SHOWN ON THE GRADING PLANS. GRAVEL UNDER SLABS AND FOOTINGS ' CRUSHED SURFACING TOP COURSE WILL BE PLACED AND WELL COMPACTED UNDER CEMENT CONCRETE SLABS, FOOTINGS, PAVEMENT AND WALKS, WHERE SHOWN ON THE DRAWINGS, AND SHALL CONFORM TO WSDH STANDARD NO. 9-03.9(3). RIPRAP PLACEMENT ' WHEREVER EXISTING RIPRAP 15 DISTURBED OR DAMAGED, IT WILL BE REPAIRED IN ACCORDANCE WITH WSDH SECTION B-15.3(2), LOOSE RIPRAP, CONTROL OF WATER 1. SYSTEMS ' THE CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE ALL NECESSARY MACHINERY, APPLIANCES, AND EQUIPMENT TO KEEP EXCAVATIONS FREE FROM WATER DURING CONSTRUCTION AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY OR TO CAUSE A NUISANCE OR A MENACE TO THE PUBLIC. HE SHALL, AT ALL TIMES, HAVE ON HAND SUFFICIENT PUMPING EQUIPMENT AND MACHINERY IN t GOOD WORKING CONDITION FOR ALL ORDINARY EMERGENCIES INCLUDING POWER OUTAGE AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKMEN FOR THE OPERATION OF THE PUMP EQUIPMENT, THE DEWATERING SYSTEM SHALL ' NOT BE SHUT DOWN BETWEEN SHIFTS, ON HOLIDAYS, OR WEEKENDS DR DURING WORK STOPPAGES, WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. 1 2-5 CITY OF RENTON Si'EWORK , WEST HILL PUMP STATION THE CONTROL OF GROUNDWATER SHALL BE SUCH THAT SOFTENING OF THE BOTTOM OF EXCAVATIONS, OR FORMATION OF QUICK CONDITIONS DR BOILS ' DURING EXCAVATION, SHALL BE PREVENTED. DEWATERING SYSTEMS SHALL BE DESIGNED AND OPERATED SO AS TO PREVENT REMOVAL OF THE NATURAL SOILS. DURING EXCAVATING, CONSTRUCTION OF THE STRUCTURES, INSTALLING OF PIPELINES, PLACING OF STRUCTURE AND TRENCH BACKFILL, , AND THE PLACING AND SETTING OF CONCRETE, EXCAVATIONS SHALL BE KEPT FREE OF WATER EXCEPT AS SPECIFIED. THE CONTRACTOR SHALL CONTROL SURFACE RUNOFF SO AS TO PREVENT ENTRY OR COLLECTION OF WATER IN EXCAVATIONS. THE STATIC WATER LEVEL SHALL BE DRAWN DOWN A MINIMUM OF I FOOT , BELOW THE BOTTOM OF THE EXCAVATION SO AS TO MAINTAIN THE UNDISTURBED STATE OF THE FOUNDATION SOILS AND ALLOW THE PLACEMENT OF ANY FILL OR BACKFILL TO THE REQUIRED DENSITY. THE DEWATERING ' SYSTEM SHALL BE INSTALLED AND OPERATED SO THAT THE GROUNDWATER LEVEL OUTSIDE THE EXCAVATION IS NOT REDUCED TO THE EXTENT THAT IT WOULD DAMAGE OR ENDANGER ADJACENT STRUCTURES OR PROPERTY. , BEFORE DEWATERING IS STARTED, THE CONTRACTOR SHALL OBTAIN ACCEPTANCE BY THE ENGINEER FOR THE METHOD, INSTALLATION, AND ' DET"'LS OF THE DEWATERING SYSTEM HE PROPOSES TO USE. OPEN ENCASED PUM, p SHALL NOT BE USED AS PRIMARY DEWATERING FOR EXCAVATIONS DEEPER THAN 3 FEET BELOW THE STATIC WATER TABLE. ' THE RELEASE OF GROUNDWATER TO ITS STATIC LEVEL SHALL BE PERFORMED IN SUCH A MANNER AS TO MAINTAIN THE UNDISTURBED STATE OF NATURAL FOUNDATION SOILS, PREVENT DISTURBANCE OF COMPACTED BACKFILL, AND PREVENT FLOTATION OR MOVEMENT OF STRUCTURES AND PIPELINES. 2. DE-SILTING WATER FROM DEWATERING OPERATIONS SHALL BE DESILTED BEFORE , DISCHARGING. THE CONTRACTOR SHALL OBTAIN APPROVAL OF HIS METHOD FROM THE ENGINEER BEFORE PROCEEDING WITH ANY DEWATERING. IN t ADDITION, OBTAIN APPROVAL AS TO THE EXACT LOCATION FOR THE CONTEMPLATED PUMP DISCHARGE AREAS. GRAVEL BACKFILL FOR DRAINS ' ALL GRAVEL BACKFILL TO BE UTILIZED FOR DRAINAGE SYSTEM SHALL MEET THE ' REQUIREMENTS OF SECTION 9-03.12(4) OF THE WSDH STANDARD SPECIFICATIONS. 2-6 ' ' CITY OF RENTON SITENORK NEST HILL PUMP STATION 3. PAVING AND SURFACING ' GRAVEL BASE AGGREGATE AGGREGATE FOR GRAVEL BASE, CLASS 8, SHALL CONFORM WITH SECTION 9-03.10 OF THE WSDH STANDARD SPECIFICATIONS. CRUSHED SURFACING TOP COURSE AGGREGATE AGGREGATE FOR CRUSHED SURFACING TOP COURSE SHALL CONFORM WITH SECTION 9-03.9(3) OF THE WSDH STANDARD SPECIFICATIONS. ' CEMENT CONCRETE PAVEMENT, SIDEWALKS, AND CURBS CEMENT CONCRETE PAVEMENT, SIDEWALKS, AND CURB SHALL BE CLASS B CONCRETE (3,000 PSI) PER THE CONCRETE SECTION OF THESE SPECIFICATIONS. CONSTRUCTION SHALL COMPLY WITH SECTION 39 OF THE APWA STANDARD t SPECIFICATIONS. CURBS SHALL COMPLY WITH SECTION 40 OF THE APWA STANDARD SPECIFICATIONS. ' PAVEMENT STRIPING MATERIAL PAVEMENT STRIPING MATERIAL FOR PARKING LOT SHALL RE A 4-INCH WIDE STRIP SF FORMULA W-77 WHITE PAINT. COPIES OF THESE SPECIFICATIONS ARE AVAILABLE FROM THE WSDH MATERIAL LAB. PAVEMENT STRIPING SHALL BE PLACED IN ACCORDANCE WITH THE WSOH STANDARD SPECIFICATION 8-22. N. FENCING ' SCOPE THL WORK COVERED IN THIS SECTION CONSISTS OF THE FURNISHING OF ALL LABOR, MATERIALS. AND EQUIPMENT FOR FABRICATION AND ERECTION OF THE CHAIN LINK FENCE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN INCLUDING THE SLIDING DRIVE GATE WITH MAN GATE WITHIN. ALL FENCE SHALL BE AMERICAN-MADE. SWOP DRAWINGS ' SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FENCE AND GATE IN ACCORDANCE WITH SECTION SUBMITTALS. THE DRAWINGS SHALL INDICATE ALL SHOP AND ' FIELD FABRICATION AND ERECTION DETAILS AND SEQUENCES. 2-7 CITY OF RENTON Si EWORK ' WEST HILL PIMP STATION STORAGE AND HANDLING ' THE CONTRACTOR SHALL STORE FENCE MEMBERS ABOVE ANY SNOW, MUD, OR SOIL. AFTER ERECTION, HE SHALL REMOVE ALL WELD SPATTER, OIL, AND GREASE AND ' CLEAN ABRADED, BOLTCD, AND WELDED AREAS AND TOUCHJP AS REQUIRED. CHAIN LINK FENCE ' CHAIN LINK FENCE IN THIS PROJECT SHALL BE FREE STANDING AND SHALL BE B FEET 0 INCHES HIGH ABOVE GRADE UNLESS OTHERWISE NOTED. ALL PIPES SHALL , CONFORM TO ASTM B241. THE FENCE SHALL HAVE A TRIPLE STRAND BARBED WIRE TOP, SLOPING AWAY FROM THE BUILDING. CHAIN LINK FANNIC CHAIN LINK FABRIC SHALL BE WOVEN WITH 9 GAUGE STEEL WIRE INTO A UNIFORM , MESH 3 INCHES BY 3 INCHES MEASURED AT 90 DEGREES FROM ADJACENT WIRES BY 5-1/2 INCHES HIGH. WIRE SHALL BE 9 GAUGE (0.148 INCH DIAMETER) BETHANIZED "B" GRADE STEEL ' WIRE, POSSESSING A PURE ZINC COATING OF 1.2 OUNCES PER SQUARE FOOT OF ACTUAL SURFACE AREA, ' LINE POSTS ' LINE POSTS SHALL BE 2-112 INCH OUTSIDE DIAMETER GALVANIZED STANDARD WEIGHT PIPE IN ACCORDANCE WITH ASTM A120, SCHEDULE 40. SPECIFICATIONS HAVING A WEIGHT OF 3.65 POUNDS PER LINEAL FOOT. , TERMINAL POSTS AND CORNER POSTS ' TERMINAL AND CORNER POSTS SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE 3-INCH O.D. CONFORMING TO ASTM A-120, SCHEDULE 40. WEIGHING 5.79 POUNDS PER LINEAL FOOT FOR ALL END, CORNER, AND PULL POSTS. TOP RAIL ' TOP RAIL SMALL BE 1-5/8 INCH O.D. GALVANIZED STEEL PIPE CONFORMING TO ASTM A-120, SCHEDULE 40, WEIGHING 2.27 POUNDS PER LINEAL FOOT, TOP ' RAIL 1S TO BE CONNECTED TOGETHER BY MEANS OF TUBULAR SLEEVES AND WILL PASS THROUGH LINE POST CAPS TO FORM A CONTINUOUS BRACE FROM END TO END OF SECTION OF FENCING. HEAVILY GALVANIZED FITTINGS SHALL CONNcCT THE TOP RAIL AND THE FABRIC TO THE TERMINAL POSTS. ' 2-8 , ' CITY OF RENTON SITEWORK WEST HILL PUMP STATION BRACES ANd TRUSSES BRACES AND TRUSSES SHALL BE 1-5/8 INCH Q.D. GALVANIZED STEEL PIPE CONFORMING TO ASTM A-120, SCHEDULE 40, WEIGHING 2.27 POUNDS PER LINEAL ' FOOT, BRACES AND TRUSSES SHALL BE POSITIONED MIDWAY BETWEEN TOP RAIL AND GROUND LEVEL EXTENDING FROM TERMINAL POST TO ADJACENT LINE POST. THERE SHALL BE 5/16-I14CH DIAMETER GALVANIZED ADJUSTABLE TRUSS R00 ASSEMBLY FROM THE END OF THE BRACE FASTENED TO THE TERMINAL POST WITH GALVANIZED-PRESSED STEEL FITTINGS. CORNER AND PULL POSTS REQUIRE DOUBLE BRACE AND 'RUSS ASSEMBLIES. ' GATE FRAMES ' GATE FRAMES ARE TO BE ELECTRICALLY WELDED A' ALL FOUR CORNERS AND FILLED WITH CHAIN LINK FABRIC OF THE SAME TYPE AND GAUGE AS USED ON THE FENCE. FOR GATE WIDTHS UP TO 2 FEET (SINGLE OR l LEAF DOUBLE I. FRAME SHALL BE 1-5/8 INCH O.D. SCHEDULE 40. GALVANIZED STEEL PIPE PER ASTM A-120 WEIGHING 2.27 POUNDS PER LINEAL FOO'. FOR GATE WIDTHS 12 FEET AND OVER, THE FRAMES SHALL BE 2 INCH O.D. SCHEDULE 40, STEEL PIPE PER ASTM A-120 WEIGHING 2.27 POUNDS PER LINEAL FOOT. A HORIZONTAL 1-5/8 ' INCH O.D. SCHEDULE 40, GAL`/ANIZED STEEL PIPE PER ASTM A-120 WEIGHING 2.27 POUNDS PER LINEAL FOQT SHALL BE INSTALLED ON ALL GATES. GATES SHALL BE EQUIPPED WITH PADLOCKS USING THE STANDARD WATER SYSTEM LOCK ' AND KEY. GATE POSTS ' GATE POSTS SHALL ALL BE GALVANIZED STEEL PIPE PER ASTM A-120. GATE POSTS FOP GATE WIDTHS 6 FEET OR LESS (SINGLE PANEL OR ONE LEAF OR ' DOUBLE) SHALL RE 3 INCH O.D. TYPE WEIGHING 5.79 POUNDS PER LINEAL FOOT; FOR GATE WIDTHS OVER 6 FEET TO 13 FEET, GATE POSTS SHALL BE 4 INCH D.D. PIPE WEIGHING 9.11 POUNDS PER LINEAL FOOT; FOR GATE WIDTHS OVER 13 FEET TO 18 FEET, GATE POSTS SHALL BE 6-5/8 INCH O.D. WEIGHING 18.97 POUNDS PER LINEAL FOOT. FITTINGS AND TIES ALL TERMINAL FITTING AND GATE HARDWARE SHALL BE MALLEABLE IRON, CAST ' SEMI-STEEL, PRESSED STEEL, ALL GALVANIZED WITH 2.0 OUNCES OF PURE ZINC PER SQUARE FOOT OF ACTUAL SURFACE AREA. tCONSTRUCTION AND INSTALLATION ' 1. CONCRETE FOOTINGS CONCRETE FOOTINGS FOR LINE AND TERMINAL POSTS SHALL BE SET IN A CYLINDRICAL CONCRETE FOUNDATION, A HOLE SHALL BE EXCAVATED OF NOT 2-9 CITY OF RENTON SITEWORK WEST WILL PUMP STATION LESS THAN 10 INCHES IN DIAMETER FOR ALL LINE POSTS, 36 INCHES DEEP, ' AND SPACED IN LINE ON MAXIMUM 10-FOOT CENTER. GATE POSTS SHALL BE , SET IN 12-INCH MINIMUM DIAMETER HOLES, 42 INCHES DEEP. THE CONCRETE SHALL BE MADE IN PROPORTION OF 1-3-5 USING PORTLAND CEMENT, CLEAN SAND, AND GRAVEL. 2. CHAIN LINK FABRIC CHAIN LINK FABRIC SHALL BE ATTACHED TO THE TERMINAL AND THE CORNER , POSTS BY MEANS OF TENSION BARS HELD BY CHAIN LINK BANDS. CHAIN LINK FABRIC SHALL BE ATTACHED TO LINE POSTS AT APPROXIMATELY 18-INCH CENTERS. ' CHAIN LINK FABRIC SHALL BE ATTACHED TO THE TOP RAIL BY MEANS OF A SINGLE RACK OF 0.144.INCH GALVANIZED WIRE SPACED AT INTERVALS OF t APPROXIMATELY 2 FEET. 1 2-10 , CITY OF REN?ON CONCRETE ' WEST HILL PUMP STATION ' 3.0 CONCRETE ' 1. TOLERANCES VARIATIONS FROM PLUMB, SPECIFIED GRADE, CONSPICUOUS LINES, AND WALLS, SHALL BE */- 114 INCH IN ANY 10 FOOT LENGTH, NOT TO EXCEED ' +/- 1 INCH OVERALL VARIATIONS FROM DIMENSION SHALL NOT EXCEED PLUS 2 INCHES, MINUS 112 INCH, 2. SUBMITTALS SUBMIT IN ACCORDANCE WITH SECTION 1 OF THESE SPECIF,CATIONS AND AS FOLLOWS: INDICATE BAR SIZES, DIMENSIONS, QUANTITIES, LOCATIONS, SPACING, ' BENDING DIAGRAMS, AND WELDED WIRE FABRIC (INCLUDING SUPPORTS, SPACERS, AND RELATED ACCESSORIES) AS REQUIRED FOR THE FAb�ICATION AND PLACEMENT OF ALL CONCRETE REINFORCEMENT, ' PROVIDE MANUFACTURER'S CERTIFICATION THAT MATERIALS MEET THESE SPECIFICATION REQUIREMENTS, INCLUDING MATERIAL CONTENT PER CUBIC YARD FOR EACH CLASS OF CONCRETE FURNISHED. THIS SHALL INCLUDE DRY ' WEIGHT OF CEMENT, SATURATED SURFACE, DRY WEIGHTS OF FINE AND COARSE AGGREGATES, WEIGHT OF WATER PLUS QUANTITIES, TYPES, AND BRAND NAMES OF ADMIXTURES. ' DO NOT PROCEED WITH CONCRETE CONSTRUCTION WITHOUT PRIOR APPROVAL OF ALL CONCRETE MIXES. 3. TESTING ' THE CITY WILL PROVIDE AND PAY ALL :OSTS OF CONCRETE TESTING. THE CONTRACTOR SHALL GIVE THE CITY 48 HOUR NOTICE PRIOR TO CONCRETE PLACEMENT FOR TESTING COORDINATION. THE CONTRACTOR SHALL PROVIDE ALL ASSISTANCE AND COOPERATION NECESSARY TO THE TESTING PERSONNEL TO OBTAIN ADEQUATE CONCRETE TESTS. THE CONTRACTOR WILL HAVE ACCESS TO ALL TESTING RESULTS AS SOON AS THEY ARE AVAILABLE. ' 3-1 CITY OF RENTON CONCRETE WEST HILL PUMP STATION 4. CONCRETE MATERIALS ' o CEMENT SHALL CONFORM TO ASTM C 150, TYPE 1I. 0 WATER SHALL BE CLEAN AND FREE FROM OIL, ACID, ALKALI, ORGANIC MATTER, OR OTHER DELETERIOUS SUBSTANCES. , 0 CONCRETE AGGREGATES SHALL CONFORM TO ASTM C 33. OR TO THE APPLICABLE SPECIFICATIONS OF THE WASHINGTON STATE HIGHWAY , DEPARTMENT FOR BRIDGE CONSTRUCTION. FINE AGGREGATE, WHEN TESTED IN ACCORDANCE WITH ASTM C 87, SHALL DEVELOP A COMPRESSIVE STRENGTH AT 7 AND 28 DAYS OF NOT LESS THEN 85 ' PERCENT OF THAT DEVELOPED BY THE STANDARD MORTAR SPECIFIED IN ASTM C 87 AS THE BASIS OF COMPARISON. LOCAL MATERIALS FOR CONCRETE SHALL BE USED INSOFAR AS PRACTICABLE ' AND CAPABLE OF MEETING THE SPECIFICATIONS. THE PROPORTIONS AND GENERAL DESIGN OF THE CONCRETE MIXTURE AND THE CEMENT GIVEN IN TABLE I HEREINAFTER ARE SUITABLE FOR THE USE OF MATERIALS AVAILAZLE , IN THE VICINITY AND ARE BASED UPON THE USE OF LOCAL AGGREGATES. OTHER SOURCES OF MATERIALS MAY BE USED. THIS STATEMENT DOES NOT RELIEVE THE CONTRACTOR FROM THE REQUIREMENTS AS TO QUALITY, EVEN THOUGH SOME LOCAL MATERIALS MAY NOT MEET THESE STANDARDS. 5. CONCRETE FORMS DESIGN t DESIGN OF THE CONCRETE FORMS SHALL BE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR AND SHALL BE PROPERLY BRACED OR TIED TOGETHER SO AS TO MAINTAIN THE DESIRED POSITION AND SHAPE UNTIL REMOVED. FORM , TIES FOR WALLS EXPOSED TO WEATHER DR EARTH SHALL HAVE CONICAL OR SPHERICAL-TYPE INSERTS AND SHALL BE CONSTRUCTED SO THAT WHEN THE FORMS ARE REMOVED, NO METAL SHALL BE WITHIN 5/8 INCH OF ANY ' SURFACE. PLASTIC OR RU3BER INSERTS SHALL BE USED WITH FLAT BAR TIES FOR PANEL FORMS AND SHALL BE A MINIMUM OF 1 INCH IN DEPTH AND OF SUFFICIENT DIMENSIONS TO PERMIT PROPER GROUTING OF THE TIE HOLE. ' SNAP TIES FOR WATER-HOIDING BASINS SHALL HAVE , SUITABLE WATER STOP. ALL FORM TIES SHALL PROVIDE ADEQUATE AND POSITIVE SPACING OF FORMS BEFORE AND DURING THE PLACING AND PROCESSING OF THE CONCRETE. THE CITY MAY DIRECT THE USE OF ONE TYPE OF INSERT OR HEAD WHERE , APPEARANCE 1S IMPORTANT AND THIS TYPE SHALL BE USED WHERE DIRECTED. OPENINGS SHALL BE PROVIDED IN FORMS SO THAT CONCRETE IS DROPPED NO FARTHER THAN 5 FEET IN WALLS B INCHES OR LESS IN WIDTH, AND NOT MORE THAN 8 FEET IN WALLS ' IDER THAN 8 INCHES. PROVIDE TEMPORARY OPENINGS AT THE BASE OF WALL FORMS AND AT OTHER POINTS WHERE NECCESSARY TO FACILITATE CLEANING AND INSPECTION IMMEDIATELY BEFORE DEPOSITING CONCRETE. , 3-2 ' ' 1- CITY OF RENTON CONCRETE WEST HILL PUMP STATION CONSTRUCTION tFORM CONSTRUCTION FOR AREAS THAT WILL BE EXPOSED TO VIEW SHALL BE CONSTRUCTED OF STEEL, NEW PLYWOOD, HARD PLASTIC FINISHED PLYWOOD, e iLASTIC FORM LINERS, OR OTHER APPROVED MATERIALS THAT WILL 61VE THE DESIRED FINISH TO THE CONCRETE. FORMS FOR SURFACES THAT WILL BE COVERED WITH BACKFILL MAY BE OF STEEL, PLYWOOD, OR DRESSED MATCHED LUMBER. CONSTRUCT FORMS TO THE SHAPE, LINES, GRADES, AMC DIMENSIONS OF THE CONCRETE CALLED FOR ON THE PLANS, CHAMFER STRIPS CHAMFER STRIPS SHALL BE CONSTRUCTED OF WOOD, METAL, PLASTIC, OR ' OTHER APPROVED HATER7'L. CHAMFER DIMENSIONS SHALL BE 3/4-INCH WT-W A 45 DEGREE BEVEL, ALL VISIBLE CONCRETE EDGES SHALL BE CHAMFERED UNLESS SHOWN OTHERWISE ON THE PLANS OR DIRECTED 8': THE ENGINEER IN THE FIELD. OILING UNLESS OTHERWISE DIRECTED, THE CONTACT SURFACES OF FORMS SMALL BE COATED WITH A COLORLESS, NONSTAINING MINERAL OIL FREE FROM KEROSENE, OR OTHER APPROVED SUITABLE MATERIAL, TO PERMIT SATISFACTORY REMOVAL OF FORMS. WHERE OIL O;, SIMILAR MATERIAL IS USED, IT SHALL BE APPLIED PRIOR TO INSTALLATION, IF POSSIBLE, AND BEFORE REINFORCEMENT IS PLACED. ' REMOVAL DO NOT START THE REMOVAL OF FORMS UNTIL THE CONCRETE HAS ATTAINED THE NECESSARY STRENGTH TO SUPPORT ITS OWN WEIGHT, AND THE CONSTRUCTION LIVE LOADS, AND HAS SUFFICIENT STRENGTH TO PREVLNT t CRACKING OR CHIPPING WHEN THE FORMS ARE REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM PREMATURE REMOVAL OF FORMS. FORMS AND SHORING FOR ABOVE-GROUND SLABS SHALL ' REMAIN IN PLACE A MINIMUM OF 14 DAYS OR UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE STRENGTH EOUAL TO 2,3 OF THE SPEFICIED 28 DAY COMPRESSIVE STRENGTH, DO NOT PLACE BACKFILL AGAINST WALLS BELOW GRADE UNTIL THE CONCRETE HAS OBTAINED A COMPRESSIVE STRENGTH EOUAL ' TO 2/3 OF THE SPECIFIED 28-DAY COMPRESSIVE STRENGTH, EXCEPT AS OTHERWISE DIRECTED BY THE CITY, DE-WATERING ' DO NOT ALLOW WATER TO FLOW THROUGH AREAS WHERE FORMS ARE TO BE PLACED. DURING FORM CONSTRUCTION AND PRIOR TO PLACEMENT OF CONCRETE, KEEP FOOTINGS AND FLOOR SLAB AREAS FREE OF WATER. DIVERT ANY FLOW OF WATER INTO THE EXCAVATION THROUGH PROPER SIDE DREINS TO ' A SUMP AND REMOVE BY PUMPING OR OTHER ACCEPTABLE METHODS. 3-3 CITY OF RENTON CONCRETE ' NEST HILL PUMP STATION 6. REINFORCING STEEL REINFORCING STEEL SHALL CONFORM TO ASTM A615-81a, GRADE 60, fy 60,000 PSI. EXCEPTIONS: COLUMN TIES, BEAM STIRRUPS, BARS TO BE FIELD BENT., BARS TO BE MELDED AND ANY OTHER BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy • 40,000 PSI. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE W17H AC; 315-74 AND 318-77. LAP ALL CONTINUOUS REINFORCEMENT 30 BAR DIAMETERS OR 2'-0" MINIMUM, PROVIDE CORNER BARS AT ALL WALL INTERSECTIO'S. LAP CORNER BARS 30 BAR DIAMETERS ' OR 2'-0" MINIMUM. LAP ADJACENT MATS OF WELDED WIRE FABRIC ONE FULL WIRE-SPACING AT SIDES AND ENDS, NO BARS PART;ALLY EMBEDDED IN HARDENED CONCRETE SMALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. ' CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . . . . . 3" , FORMED SURFACES EXPOSED TO EARTH (I.E. WALLS BELOW GROUND) OR WEATHER ' (16 BARS OR LARGER) . . . . . . 2" (05 BARS OR SMALLER) . . . . 1-1/2" SLABS AND WALLS (INTERIOR FACE). . . . . . . . . . . . . . 3/4" CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: °" WALLS 45 0 18 HORIZ. ♦3 N 11 VERTICAL 1 CURTAIN , 10" WALLS 04 M 18 HORIZ, 03 P 18 VERTICAL 2 CURTAINS WELDED WIRE FABRIC SHALL BE ASTM A185-73 WELDED STEEL WIRE FABRIC, t SIZE AND STYLE AS SHOWN ON THE DRAWINGS. TIE WIRE SHALL BE BLACK ANNEALED WIRE, 16-1/2 GAUGE OR HEAVIER. ' BAR SUPPORTS SHALL LJNFORM TO "BAR SUPPORT SPECIFICATION". CRSi MANUAL OF STANDARD PRACTICE, MSP-1-80. PROVIDE CLASS 1, PLASTIC ' PROTECTED BAR SUPPORTS. USE PRECAST CONCRETE BLOCKS TO SUPPORT BARS OFF GROUND. REINFORCING SHALL BE KEPT FREE OF RUST AND LOOSE SCALE AT TIME OF ' DELIVERY, BARS WITH KINKS, IMPROPER BENDS, OR REDUCED CROSS SECTION DUE TO ANY CAUSE WILL NOT BE USED, 1 3-4 , CITY OF RENTON CONCRETE NEST WILL PUMP STATION 1 7. CAST IN PLACE CONCRETE CONCRETE MIX PROPORTIONS USED SHALL BE DESIGNED TO MEET THE FOLLOWING REQUIREMENTS: ' TABLE 1 MIN. COMPRESSIVE FIELD STRENGTH AT 28 DAYS 3,000 PSI ' CEMENT FACTOR (SACKS OF CEMENT/CU. YD. - MIN.) NOT LESS THAN 6 SACKS ' WATER REDUCING AGENT ADDED PER SACK OF AS RECOMMENDED CEMENT fLBS.) BY MFR. ' MAX. WATER PER 94 LB. SACK OF CEMENT (GALS) NOT MORE THAN 6 GALS. 1 FINE AGGREGATE, i TOTAL BY WEIGHT (RANGE) 35-45 SLUMP RANGE (INCHES) 2-4 ' MAX. SIZE COARSE AGGREGATE (INCHES) 7/8 :NTRAINEO AIR (PERCENT BY VOLUME) (RANGE) 44 •/- 1% ' NOTE: CONCRETE CYLINDERS MAY BE TAKEN TO VERIFY SLUMP AND REINFORCING MATERIAL AS DETERMINED BY THE CITY. t IN ORDER TO OBTAIN PROPER WORKABILITY AND A SMOOTH, DENSE, HOM-IGENOUS PLASTIC MIXTURE, FREE FROM SEGREGATION, THE PERCENTAGE OF FINE AGGREGATE MAY BE VARIED DURING THE PROGRESS OF THE WORK. CONCRETE TRANSPORTED IN A TRUCK MIXER SHALL BE DISCHARGED AT THE JOB WITHIN 1-112 HOURS AFTER THE CEMENT HAS BEEN ADDED TO THE WATER ' OR THE AGGREGATES. WATER CANNOT BE ADDED AT THE SITE. ' CURING MATERIALS WATERPROOF SHEET MATERIALS CONFORMING TO ASTM C171 OR LIQUID MEMBRANiNG-FORMING COMPOUNDS CONFORMING TO ASTM C309. EXPANSION JOINT MATERIAL ' PREMOLDED EXPANSION JOINT FILLERS CONFORMING TO EITHER ASTM D994, ASTM D1751, OR ASTM D1752. t ' 3-5 m __ CITY OF RENTON CONCRETE WEST HILL PUMP STATION 1 BONDING AGENT FURNISH PRODUCTS BY RECOGNIZED MANUFACTURERS SUCH AS LARSEN "WELD-CRETE", SONNEBORN "SONOBOND" OR APPROVED. FLOOR HARDENER ' FURNISH PRODUCTS BY RECOGNIZED MANUFACTURERS. HARDENER MAY BE t DUST-ON TYPE SUCH AS SONNEBORN "HARCOL", MASTER BUILDERS "MASTERCRON" OR APPROVED, OR CHEMICAL TYPE SUCH AS SONNEBORN "LAPIDOLITY" OR APPROVED. COLD WEATHER 1. PLACE N CONCRETE WHEN AIR TEMPERATURE IS BELOW 40 DEGREES WITHOUT TAKING ADEQUATE PRECAUTIONS TO PROTECT THE WORK. 2. CONTRACTOR SMALL PROVIDE ADEQUATE EQUIPMENT FOR HEATING ' MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER. ALL MATERIALS, REINFORCEMENT, FORMS, AND GROUND 1N CONTACT WITH CONCRETE SHALL BE FREE FROM FROST AT , TIME OF PLACEMENT, HEAT MIXING WATER AS REQUIRED. USE NO MATERIALS CONTAINING ICE. 3. APPROVED DETAILED RECOMMENDATIONS FOR COLD WEATHER CONCRETIKG ' ARE CONTAINED IN "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING', AC1 306. , HOT WEATHER 1. PLACE NO CONCRETE WHEN AIR TEMPERATURE EXCEEDS 85 DEGREES OR , WHEN THE COMBINATION OF HIGH TEMPERATURE, LOW HUMIDITY, AND WIND VELOCITY 1S DEEMED TO BE DETRIMENTAL TO CONCRETE , OPERATIONS UNLESS ADEQUATE PRECAUTIONS ARE TAKEN TO PROTECT THE WORK. ALL INGREDIENTS SHALL BE COOLED PRIOR TO MIXING. FLAKE ICE OR ' CRUSHED ICE OF A SIZE THAT WILL MELT COMPLETELY OUR14G MIXING MAY BE SUBSTITUTED FOR ALL OR PART OF THE WATER. COOL FORMS AND REINFORCING PRIOR TO PLACING CONCRETE. ' 3. APPPOVED DETAILED RECOMMENDATIONS FOR HOT WEATHER CONCRE-'E ARE CONTAINED IN "RECOMMENDED PRACTICE FOR HOT WEATHER CONCR?TING" , ACI 305. OTHER ADVERSE WEATHER CONDITIONS t DO NOT PLACE CONCRETE DURING RAIN, SLEET, OR SNOW UNTIL ADEQUATE PROTECTION IS PROVIDED. ' 3-6 CITY OF RENTON CONCRETE WEST HILL PUMP STATION CONSOLIDATION I. ALL CONCRETE SHALL BE CONSOLIDATED BY VIBRATION WHICH MAY BE SUPPLEMENTED BY HAND SPADING, RODDING, FORKING, OR TAMPING. CONCRETE SHALL BE THOROUGHLY WORKED AROUND THE REINFORCEMENT, AROUND EMBEDDED ITEMS, AND INTO CORNERS OF FORMS TO ELIMINATE ' ALL AIR OR STONE POCKETS WHICH MAY CAUSE HONEYCOMBING. PITTING, OR PLANES OF WEAKNESS. ' 2. INTERNAL VIBRATORS SHALL HAVE A MINIMUM FREQUENCY OF 8,000 VIBRATIONS PER MINUTE AND SUFFICIENT AMPLITUDE TO CONSOLIDATE THE CONCRETE EFFECTIVELY. VIBRATORS SHALL BE OPERATED BY EXPERIENCED WORKMEN. 3. INTERNAL VIBRATORS SHALL BE INSERTED AND WITHDRAWN AT POINTS APPROXIMATELY 18 INCHES APART IN EACH DIRECTION. AT EACH INSERTION, THE DURATION SHALL BE SUFFICIENT TO CONSOLIDATE THE CONCRETE BUT NOT SUFFICIENT TO CAUSE SEGREGATION, GENERALLY ; ETWEEN 5 AND 15 SECONDS. 00 NOT USE VIBRATORS TO TRANSPORT ' CONCRETE WITHIN THE FORMS. 4, SLABS SHALL BE CONSOLIDATED BY UTILIZING VIBRATING SCREEDS, ROLLER PIPE SCREEDS, INTERNAL VIBRATORS, OR OTHER METHODS AS tAPPROVED. S. CONTRACTOR SHALL HAVE A SPARE VIBRATOR AVAILABLE AT THE JOB ' SITE DURING ALL CONCRETE PLACING OPERATIONS. BONDING CONCRETE 1. AT CONSTRUCTION JOINTS: THOROUGHLY CLEAN SURFACE OF EXISTING CONCRETE TO REMOVE ALL LAITANCE. APPLY APPROVED BONDING AGENT ' TO EXISTING CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, OR ROUGHEN THE EXISTING CONCRETE SURFACE IN SUCH A MANNER AS TO EXPOSE THE AGGREGATE UNIFORMLY BUT NOT ' LEAVE LAITIANCE, LOOSENED AGGREGATE PARTICLES, OR DAMAGED CONCRETE AT THE SURFACE. DAMPEN JOINT AND COAT WITH GROUT MIXTURE IN ACCORDANCE WITH ACI 301, SECTION 8.5, PRIOR TO PLACING FRESH CONCRETE. ' 2. AT PATCHES, REPAIR$, AND OTHER AREAS REQUIRING BONDING OF NEW TO EXISTING CONCRETE: APPLY APPROVED BONDING AGENT TO ' EXISTING CONCRETE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3-7 0 CITY OF RENTON CONCRETE , WEST HILL PIMP STATION CONSTRUCTION JOINTS 1. LOCATE AND INSTALL CONSTRUCTION JOINTS WHICH ARE NOT SHOWN ON ' THE DRAWINGS SO AS NOT TO IMPAIR THE STRENGTH DR APPEARANCE OF THE STRUCTURE AS APPROVED BY THE ENGINEER. , 2. LOCATE JOINTS NEAR THE MIDSPAN OF SLABS, BEAMS, AND GIRDERS. JOINTS IN WALLS AND COLUMNS SHALL BE LOCATED AT THE UNDERSIDE 1 OF SLABS, BEAMS AND GIRDERS, AND AT THE TOPS OF FOOTINGS AND FLOOR SLABS. WHERE JOINTS OCCUR AT INTERSECTIONS OF BEAMS AND GIRDERS, THEY SHALL BE OFFSET A MINIMUM DISTANCE EQUAL TO TWICE THE BEAM WIDTH. ' 3. BEAMS, GIRDERS, BRACKETS, COLUMN CAPITOLS, HAUNCHES, AND DROP PANELS SHALL BE PLACED INTEGRAL WITH SLABS WITHOUT CONSTRUCTION JOINTS. 4. JOINTS SHALL BE PERPENDICULAR TO THE MAIN REINFORCEMENT. ' CONTINUE ALL REINFORCEMENT ACROSS JOINTS EXCEPT AT EXPANSION JOINTS. EXPANSION JOINTS 1. REINFORCEMENT EXTENDING THROUGH EXPANSION JOINTS OR EMBEDDED ' ITEMS BONDED TO THE CONCRETE ON EACH SIDE OF EXPANSION JOINTS SHALL NOT BE PEP .:TTED. 2. PROVIDE EXPANSION JOINTS IN THE BASIC STRUCTURE AND INTERIOR ' LOCATIONS AS SHOWN ON THE DRAWINGS. PROVIDE EXPANSION JOINTS IN EXTERIOR WORK BETWEEN EXTERIOR SLABS AND ABUTTING VERTICAL SURFACES, BETWEEN EXISTING AND NEW SLABS, AND IN WALKWAYS, , PAVEMENTS, AND CURBS. SPACING SHALL NOT EXCEED 15 FEET IN WALKWAYS, PAVEMENTS, AND CURBS. PROVIDE ELSEWHERE AS SHOWN ON THE DRAWINGS. UNLESS DETAILED OTHERWISE, PROVIDE APPROVED , EXPANSION JOINT MATERIAL 1/2-INCH THICK AND FULL CONCRETE SECTION DEPTH OR CONCRETE SECTION DEPTH LESS 1/2-INCH WHERE SEALANT 1S REQUIRED OVER JOINT 'QATERIAL. POSITION JOINT MATERIAL ACCURATELY AND SUPPORT AGAINST DISPLACEMENT. ' 3. SEALANT OVER JOINT MATERIAL: PROVIDE WHERE SHOWN Or CONTRACT DRAWINGS. USE ASPHALT SEALING COMPOUND OVER BITUMINOUS TYPE ' JOINT MATERIAL AND ELASTOMERIC SYNTHETIC SEALANT OVER NON-BITUMINOUS JOINT MATERIAL. FILL JOINT FULL, FLUSH WITH SURFACE. , 4, WHERE SAWCUT JOINTS ARE USED, CUTTING SHALL BE TIMED PROPERLY WITH THE SET OF THE CONCRETE. CUTTING SHALL BE STARTED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PREVENT , AGGRE.ATES BEING DISLODGED BY THE SAW AND SHALL BE COMPLETED BEFORE SHRINKAGE STRESSES BECOME SUFFICIENT TO PRODUCE CRACKING. 1 3-B _m E _ -_ m___ CITY OF RENTON CONCRETE NEST HILL PUMP STATION 1 PLACING OF CONCRETE SHALL BE AS FOLLOWS! 0 BEFORE BEGINNING PLACEMENT OF CONCRETE, REMOVE HARDENED CONCRETE AND FOREIGN MATERIALS FROM THE INNER SURFACE OF THE MIXING AND CONVEYING EQUIPMENT. BEFORE DEPOSITING CONCRETE, REMOVE DEBRIS FROM THE SPACE TO BE OCCUPIED BY THE CONCRETE. REINFORCEMENT SHALL BE SECURED IN POSITION AND ACCEPTABLE TO THE CITY BEFORE THE CONCRETE IS PLACED. 0 HANDLE CONCRETE FROM THE MIXER, READY-MIXED TRUCK, OR FROM THE TRANSPORTING VEHICLE TO THE PLACE OF FINAL DEPOSIT AS RAPIDLY AS PRACTICABLE BY METHODS WHICH PREVENT THE SEPARATION OR LOSS ' OF THE INGREDIENTS. UNDER NO CIRCUMSTANCES SHALL CONCRETE THAT HAS PARTIALLY HARDENED BE DEPOSITED IN THE WORK. 0 WORK CONCRETE INTO PLACE IN CORNERS AND AROUND REINFORCING, DURING AND IMMEDIATELY AFTER DEPOSITING, AND COMPACT BY MECHANICAL VIBRATION. ' 0 DEPOSIT CONCRETE CONTINUOUSLY OR IN LAYERS OF SUCH THICKNESS THAT NO CONCRETE WILL BE DEPOSITED ON CONCRETE WHICH HAS HARDENED SUFFICIENTLY TO CAUSE THE FORMATION OF SEAMS AND PLANES OF WEAKNESS WITHIN THE SECTION, IF A SECTION CANNOT BE ' PLACED CONTINUOUSLY, CONSTRUCTION JOINTS MAY BE LOCATED AT POINTS AS PROVIDED FOR IN THE PLANS OR AS APPROVED BY THE CITY. ' B. NATERSTOPS tWATERSTOPS FURNISH WATERSTOPS AT ALL JOINTS IN THE CONCRETE. WATERSTOPS SHALL BE 'WATER STOP PLUS" AS MANUFACTURED BY EFFECTIVE BUILDING PRODUCTS, INC., MINNEAPOLIS, MINNESOTA. A. WALLS 1. TO THE BUTT END OR TOP OF PRECEDING WALL POUR, APPLY A 112-INCH TO 5/8-INCH BEAD OF WATERSTOP-PLUS, USING ' APPROXIMATELY ONE GALLON FOR 60 TO BO LINEAL FEET OF JOINT. ' 2. LOCATE THE BEAD EXTERIOR TO THE OUTSIDE ROW OF DOWELS. 3-9 CITY OF RENTON CONCRETE ' WEST HILL PLMP STATION t 3. APPLY A 1/2-INCH BEAD OF WATERSTOP-PLUS ACROSS THE WALL AT 10-FOOT INTERVALS, PUNNING PERPENDICULAR TO THE LENGTH ' OF THE WALL AND CROSSING THE BEAD WHICH RUNS PARALLEL WITH THE WALL'S OUTSIDE EDGE. 4. MAKE THE INSTALLATION AT THE LAST CONVENIEN' TIME OF , SURFACE ACCESSIBILITY. FOOTINGS/WAIL JOINTS 1. APPLY A 1/2-INCH TO 5/8-INCH BEAD OF WATERSTOP-PLUS EITERIOP ' TO OUTSIDE DOWELS. 2. APPLY A 1/2-114CH BEAD OF WATERSTOP-PLUS ACROSS THE WALL AT ' 10-FOOT INTERVALS, RUNNING PERPENDICULAR TO THE FIRST BEAD. 3. MAKE THE INSTALLATION AT THE LAST CONVENIENT TIME OF SURFACE ' ACCESSIBILITY, FLOOR SLAB JOINTS ' 1. APPLY A 1/2-INCH TO 5/8-INCH BEAD OF WATERSTOP-PLUS ADJACENT TO AND BELOW THE LOWEST LEVEL OF DOWELS. ' 2. APPLY A 1/2-INCH BEAD OF WATERSTJP-PLUS ACROSS THE SLAB EDGE AT 10-FOOT INTERVALS, RUNNING PERPENDICULAR TO THE FIRST BEAD. ' HORIZONTAL STRUCTURAL ROOF JOINTS 1. APPLY A 112-INCH TO 5/8-INCH BEAD OF WATERSTOP-PLUS IN A ' HORIZONTAL DIRECTION ADJACENT TO AND ABOVE THE HIGHEST LINE OF DOWELS. t 2. APPLY A 1/2-INCH BEAD OF WATERSTOP-PLUS ACROSS THE SLAB EDGE AT IO-FDOT INTERVALS, RUNNING PERPENDICULAR TO THE FIRST BEAD. 9. EMBEDDED ITEMS ALL EMHEOOCD ITEMS SHALL BE POSITIONED ACCURATELY AND SUPPORTED , AGAINST DISPLACEMENT. VOIDS IN SLEEVES INSERTS, ANCHOR SLOTS, ETC., SHALL BE FILLED TEMPORARILY WITH READILY REMOVABLE MATERIALS ' TO PREVENT THE ENTRY OF CONCRETE INTO THE VOIDS. 10. CIBIBS , PROVIDE PROFILE SHOWN ON THE DRAWINGS. ENDS OF CURBS SHALL BE FINISHED TO MATCH PROFILE AND FINISH OF BALANCE OF CURB. ' 3-10 CITY OF RENTON CONCRETE WEST HILL PUMP STATION ' 11. VAPOR BARRIER 1. PROVIDE APPROVED VAPOR BARRIER MATERIAL OVER SUBGRADE AT ALL ' INTERIOR SLABS ON GRADE. 2. INSIALL VAPOR BARRIER 1N LARGEST PRACTICABLE SIZES. LAP EDGE ' JOINTS 6 INCHES MINIMUM AND SEAL CONTINUOUSLY. FIT AROI)ND SERVICE OPENINGS, FIPING, AND SEAL. PROTECT FROM EXCESSIVE DAMAGE AND REPAIR PUNCTURES AND TEARS PRIOR TO PLACING ' CONCRETE. 12. NON-SHRINK GROUT ' 1. MIX AND PLACE APPROVED GROUT MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROTECT ADJACENT FINISHED SURFACES FROM DEFACEMENT. 2. PROVIDE FOR EQUIPMENT BASES, SLEEVES, DRILLED-IN REBAR AND ELSEWHERE AS SHOWN ON THE DRAWINGS. 13. CONCRETE FINISHES GENERAL ' DO NOT PLACE CONCRETE WHICH REQUIRES FINISHING UNTIL THE MATERIALS, IDOLS, AND LABOR NECESSARY FOR FINISHING THE WET CONCRETE ARE ON THE JOB AND ACCEPTABLE TO THE CITY, ALL HORIZONTAL SURFACES SHALL BE STEEL TROWELLED, UNLESS OTHERWISE SPECIFIED. ' PATCHING DEFECTS IN ALL CONCRETE SURFACES SHALL BE CUT OUT AND PATCHED AS SPECIFIED HEREIN. AFTER REMOVAL OF THE FORMS ALL IMPERFECTIONS, ROCK POCKETS, HOLES FROM FORM TIES, AND OTHER DEFECTS SHALL BE CHIPPED OUT TO SOLID CONCRETE. THE SURFACE OF THE CAVITY TO BE PATCHED SHALL BE THOROUGHLY WET BEFORE THE PATCHING MIXTURE 1S ' APPLIED, WHERE THE PULL-OUT TYPE TIES ARE USED, THE HOLES SHALL BE FILLED AS RECOMMENDED BY THE MANUFACTURER OF THE TIES AND AS APPROVED. t ' 3-11 CITY OF RENTON CONCRETE ' WEST HILL PUMP STATION THE CONCRETE SHALL BE FINISHED AS FOLLOWS: SCHEMALE OF CONCRETE FINISHES ' AREA TYPE OF FINISH FLOOR SLAB MONOLITHIC ' INTERIOR AND EXTERIOR WALLS ORDINARY WALL FINISH AND INTERIOR CEILING EXTERIOR CEILING FLOATED FINISH , ORDINARY WALL FINISH ORDINARY WALL FINISH REQUIRES THE USE OF NEW PLYWOOD FORMS OR , LININGS WHICH WILL PRODUCE A UNIFORM SURFACE. THE NUMBER OF JOINTS SHOULD BE KEPT TO A MINIMUM. IMMEDIATELY AFTER REMOVAL OF THE , FORMS, PATCH OR POINT UP ALL DEFECTS AND CURE PATCHES AS SPECIFIED IN 'CURING OF CONCRETE". AFTER POINTS HAVE SET SUFFICIENTLY, GRIND OR FILL ALL FORM MARKS AND POINTINGS TO GIVE A SMOOTH SURFACE EVEN ' WITH THE FLAT WALL SURFACE. MONOLITHIC FINISH , FINISH BY SCREEDING AND FLOATING WITH STRAIGHT EDGES TO BRING THE SURFACES TO THE REQUIRED FINISH ELEVATION SHOWN ON THE PLANS. , WHILE THE CONCRETE IS STILL GREEN, BUT SUFFICIENTLY HARDENED TO BEAR A MAN'S WEIGHT WITHOUT DEEP IMPRINT, IT SHALL BE FLOATED TO A TRUE, EVEN PLANE WITH NO COARSE AGGREGATE VISIBLE. SUFFICIENT PRESSURE SHALL BE USED ON THE FLOATS TO BRING MOISTURE TO THE , SURFACE. AFTER SURFACE MOISTURE MPS DISAPPEARED, THE CONCRETE SHALL BE HAND TROWELLED TO PRODUCE A SMOOTH, IMPERVIOUS SURFACE, FREE FROM TROWEL MARKS. AN ADDITIONAL TROWELLING SHALL BE GIVEN TO R THE SURFACE FOR THE PURPOSE OF BURNISHING. THE FINAL TROWELLING SHALL PRODUCE A RINGING SOUND FROM THE TROWEL. DRY CEMENT OR ADDITIONAL WATER SHALL NOT BE USED IN TROWELLING. , 1 3-12 ' CITY OF RENTON CONCRETE NEST HILL PUMP STATION t FLOATED FINISH ' CONSOLIDATE, STRIKE OFF, AND LEVEL THE CONCRETE BUT DO NOT WORK FURTHER UNTIL READY FOR FLOATING. BEGIN FLOATING WHEN WATER SHEEN HAS DISAPPEARED AND SURFACE HAS STIFFENED SUFFICIENTLY TO PERMIT t FLOATING OPERATIONS. CONSOLIDATE SURFACE WITH POWER-DRIVEN FLOATS. HAND FLOATING MAY BE USED IF AREA IS SMALL OR INACCESSIBLE TO POWER UNITS. CHECK SURFACE PLANENESS DURING OR AFTER FIRST FLOATING. CUT DOWN HIGH SPOTS AND FILL LOW SPOTS TO PRODUCT A SURFACE WITH A TOLERANCE OF 1/4-INCH IN 10 FEET IN ANY DIRECTION. REFLOAT SURFACE TO A UNIFORM SMOOTH SANDY TEXTURE IMMEDIATELY AFTER LEVELLING. 1 1 t ' 3-13 CITY OF RENTON GR UL'T WEST HILL PUMP STATION 4.0 ' GROUT , 1. MASONRY GROUT , I. QUALITY ASSURANCE , MASONRY GROUT SHALL COMPLY WITH THE FOLLOWING ASTM SPECIFICATIONS: 1 1. ASTM C150, PORTLAND CEMENT 2. ASTM C476, MORTAR AND GROUT FOR REINFORCED MASONRY 3. UBC 24-23, FIELD TEST FOR GROUT AND MORTAR ' 2. PRODUCT DELIVERY, STORAGE, AND HANDLING ' THE CONTRACTOR SHALL DELIVER AND STORE MANUFACTURED PRODUCTS IN ORIGINAL UNOPENED CONTAINERS AND STORE CEMENTITIOUS INGREDIENTS IN ' WEATHERTIGHT ENCLOSURES TO PROTECT AGAINST CONTAMINATION AND WAREHOUSE SET, THE AGGREGATE SHALL BE STOCKPILED TO PREVENT CONTAMINATION FROM FOREIGN MATERIALS AND THE ADMIXTURES SHALL BE STORED TO PREVENT t CONTAMINATION OR DAMAGE FROM EXCESS TEMPERATURE CHANGE. WATER TO BE USED IN MIXING THE GROUT SHALL BE FREE FROM HARMFUL MATERIALS. 3. GROUT t THE GROUT SHALL CONSIST OF ONE PART PORTLAND CEMENT TO THREE PARTS MASONRY SAND AND ONE-TENTH PART LIME PER ASTM C476 FINE GROUT , STANDARDS, 1T SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,D00 PSI AND SHALL SLUMP APPROXIMATELY 11 INCHES WHEN MEASURED BY A STANDARD SLUMP CONE, 4.1 ' CITY OF RENTON METALS AND FIBERGLASS WEST HILL PUMP STATION ' 5.0 tMETALS AND FIBERGLASS t1. MISCELLANEOUS METALS ' 1. SCOPE ' THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR, MATERIAL, AND EQUIPMENT FOR THE FABRICATION AND ERECTION OF ALL MISCELLANEOUS METALS SHOWN ON THE DRAWINGS AND AS SPECIFIED. 2. SUBMITTALS ' THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL METAL ITEMS TO BE FABRICATED ON THIS PROJECT. SHOP DRAWINGS SHALL CLEARLY INDICATE ALL SHOP AND FIELD FABRICATIONS, ERECTION DETAILS, AND SEQUENCES. ' 3. STORAGE AND HANDLING ' STORE JOPSITE METALS ON BLOCKS ABOVE THE SNuW OR MUD AND SOIL. AFTER ERECTION, REMOVE ANY WELD SPATTER, OIL, AND GREASE. CLEAN ABRADEU, BOLTED, AND WELDED AREAS AND TOUCHUP. A. STEEL ITEMS ' 1. MISCELLANEOUS STEEL, METALWORK ALL MISCELLANEOUS STEEL METALWORK SHALL CONSIST OF EMBEDDED AND t NON-FMBEDDED STEEL METALWORK, INCLUDING BRACKETS, HANGERS, SLIP ANGLES, GUIDES, INSERTS, AND MISCELLANEOUS STRUCTURAL STEEL FRAMING. ALL FERROUS MATERIAL NOT ENCASED IN CONCRETE SHALL BE HOT DIPPE, iALVANIZED OR PAINTED AS SPECIFIED AFTER FABRICATION. 2. STRUCTURAL STEEL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, STRUCTURAL GRADE, AND SHALL BE HOT DIPPED GALVANIZED, OR PAINTED AS SPECIFIED AFTER FABRICATION UNLESS FULLY ENCASED IN CONCRETE. 5-1 1 1- CITY OF RENTON METALS AND FIBERGLASS t WEST MILL PUMP STATION 3. HIGH STRENGTH BOLTS HIGH STRENGTH BOLTS SHALL BE USED TO FASTEN STRUCTURAL STEEL AND , SHALL CONFORM TO THE REQUIREMENTS OF ASTM A490. 4. EXPANSION BOLTS ' EXPANSION BOLTS, WHERE CALLED FOR OR APPROVED, SHALL BE KWIK-BOLT AS MANUFACTURED BY MCCULLOCK INDUSTRIES; RED-HEAD WEDGE ANCHORS, AS , MANUFACTURED BY ITT, PHILLIPS DRILL DIVISION; MOLLY PARABOLT, AS MANUFACTURED BY USM CORPORATION OR EQUAL. FOR WET OR CORRnSIVE CONDITIONS, BOLTS SHALL BE STAINLESS STEEL UNLFSS COMPLETELY ' PROTECTED BY CONCRETE COVER. 5. ELECTRODES , ELECTRODES SHALL BE LOW HYDROGEN GROUP 1/9 INCH AND CONFORM TO ASTM E?0-74. STAINLESS STEEL WELDS SHALL BE PERFORMED WITH ASI 316L ' ELECTRODES. S. STAINLESS STEEL ITEMS ' STAINLESS STEEL SHALL CONFOOM TO ASTM 1479 FOR ROLLED SHAPES AND A240 FOR PLATED, TYPE 304. STAINLESS STEEL FASTENERS SHALL CONFORM TO ASTM A193 AND A194, WEDGE ANCHOR SHALL BE TYPE 304, STAINLESS STEEL, AS MANUFACTURED BY RED-HEAD OR EQUAL. ALL STAINLESS STEEL SHALL HAVE A STANDARD MILL OR NO. 4 FINISH WHERE , EXPOSED AND SHALL BE CLEANED OF ALL FOREIGN MATTER BEFORE DELIVERY TO THE JOB. ' 6. GROUT GROUT, WHERE REQUIRED FOR ANCHORING, PATCHING, AND GROUTING SHALL , CONFORM TO THE REQUIREMENT OF SECTION 4, 7. CONSTRUCTION METAL FARRiCAT!ONS SHALL BE INSTALLED AS SHOWN OR AS APPROVED. METAL , FABRICATIONS WHICH ARE BENT, BROKEN OR OTHERWISE DAMAGED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER, EMBEDDING OF METAL FABRICATION SHALL BE IN STRICT ACCORDANCE WITH SECTION "CONCRETE'. METAL FABRICATIONS TO BE EMBEDDED iN CONCRETE SHALL 8E PLACED , ACCURATELY AND HELD IN CORRECT POSITION WHILE THE CONCRETE iS PLACED, OR AS SHOWN OR ACCEPTED, RECESSES OR BLOCKOUTS SHALL BE FORMED IN THE 5-2 ' CITY OF RENTON METALS AND F;BERGLASS WEST HILL PIMP STATION CONCRETE AND THE METAL FABRICATION SHALL. BE GROUTED IN PLACE. THE ' SURFACES OF METAL FABRICATION ;N CONTACT WITH OR EMBEODDED IN CONCRETE SHALL BE THOROUGHLY CLEANED OF ALL RUST, DIRT, GREASE, LOOSE SCALE, GROUT, MORTAR, AND OTHER FOREIGN MATTER, IF ACCEPTED, RECESSES MAY BE NEATLY CORED IN CONCRETE AFTER IT HAS ATTAINED ITS DESIGN STRENGTH AND ' THE METAL FABRICATION GROUTED IN PLACE. ALL METAL FABRICATION SHALL HAVE PROPER FIT AND SHALL BE JOB MEASURED WHERE NECESSARY, B. INSTALLATION EXPANSION ANCHV', _LT 'N HOLES DRILIED IN THE CONCRETE AFTER THE CONCRETE IS PLACEu WILL NOT BE PERMITTED IN SUBSTITUTION FOR ANCHOR e BOLTS. EXCEPT WITH THE PRICR WRITTEN APPROVAL OF THE ENGINEER. AFTER ANCHOR BOLTS HAVE BEEN EMBEDDED, THEIR THREAD SHALL BE PROTECTED BY GREASE AND BY HAVING THE NUTS SCREWED ON OR BY OTHER ACCEPTED MEANS ' UNTIL THE TIME OF INSTALLATION OF THE EQUIPMENT OR METAL FABRICATION. EXPANSION BOLTS, WHERE USED, SHALL BE INSTALLED WITH CARE SO THAT MULTIPLE OR OVERSIZED HOLES ARE NOT DRILLED. IN THE EVENT THAT HOLES ARE NOT DRILLED PROPERLY IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, REPAIRS SHALL BE MADE WITH NON-SHRINK EPDXY GROUT IN A MANNER THAT THE FULL INTEGRITY OF THE STPUCTURE IS ACHEIVED AS INTENDED, ALUMINUM MATERIALS IN CONTACT WITH CONCRETE OR METALS OR OTHER MASONRY MATERIALS SHALL HAVE SUFACES COATED WITH ONE COAT OF KOPPERS 654 EPDXY PRIMER, 1 TO 2 MILS DF, FOLLOWED BY TWO COATS OF KOPPERS BITUMASTIC NO. 300M, 6 TO 8 MILS OF, OR ONE COAT OF PORTER'S 7650 EPDXY PRIMER, 1 TO 2 MILS DF, FOLLOWED BY TWO COATS OF PORTER'S TAR SET C-200, 6 TO 8 MILS DF, OR EQUAL. MISCELLANEOUS ALUINUM ITEMS SHALL BE FABRICATED IN A WORKMANLIKE ' MANNER. WELDING SHALL BE PERFORMED BY WELDERS HAVING REASONABLE EXPERIENCE IN WELDING ALUMINUM. ALL SHOP FINISHED ITEMS SHALL BE TOUCHED UP WITH PAINT SUPPLIED BY THE MANUFACTURER OR FABRICATOR. ' 2. FIBERGLASS GRATING GRATING SHALL BE FRP GRATING AS MANUFACTURED BY CHEMGRATE CORPORATION, 1 INCH BY 1 INCH BY 4 INCHES WITH 318 INCH WIDE BEARING BARS SECURED ON 1 INCH CENTER, AND 5/8 INCH CROSS BARS SPACED ON 4 INCH CENTER AND SHALL BE HEAVY DUTY, GRATING SHALL HAVE AN INTEGRALLY CAST GRIT TOP SURFACE. GRATING SHALL MEE' OSHA SPEC. 1910.23, PARAGRAPH (A) 9. COLOR SHAD. BE GREEN. ' ALL GRATING SHALL BE MANUFACTURED SO THAT A MINIMUM OF FIELD CUTTING AND DRILLING 1S PERFORMED. ALL MEMBERS SHALL HAVE ALL CUT EDGES AND/OR HOLES SEALED WITH A GENERAL PURPOSE POLYESTER RESIN TO PREVENT ' CORROSIVE ATTACK. ' 5-3 CITY OF RENTON METALS AND FIBERGLASS WEST HILL PUMP STATION 3. PUMP ANCHOR NOLTS ' HUMP ANCHOR BOLTS SHALL ?E DECO HEAVY DUTY AMC 'ORS OR EQUAL. THE '!OUMT:NS STUD SHALL RE Pl4 'ABLE SO THAT IT DOES NOT PROTRUDE ABOVE THE MOJN;ING SURVACE FJ, EAS' PUMP INSTALLATION AND REMOVAL. THE ANCHOR SHALL BE ADJUSTABLE 1/2 INCH :A ANY DIRECTION PRIOR TO BOLT TIGHTENING. , SEE PLANS FOR MODEL NUMBER REQUIRED. 4. ALUMINUM HANDRAILING , INSTALL DOUBLE-RAIL HANDRAILING AROUND THE FRONT AND SIDES OF THE ROOF OF THE PUMP STATION AS NOTED ON THE DRAWINGS. THE HANDRAILING SHALL EXTEND ACROSS THE FRONT OF THE STATION, AND EXTEND ALONG EACH SIDE TO THE LOCATION WHERE THE SOIL ON THE ROOF MEETS THE SOIL ON THE SLOPED SIDE HILL AND THERE IS NO LONGER A "DROP" OFF THE TOP OF THE ROOF. THE , PLANS ARE DIAGRAMMATIC IN NATURE AND THE INSTALLATION OF THE RAILING SHALL BE AS DESCRIBED HEREIN. ALL RAILING SHALL BE RIGID RAIL III AS MANUFACTURED BY CONSTRUCTION SPECIALTIES, INC. ALL RAILS, POSTS, AND FORMED ELBOWS SHALL BE EXTRUDED 6063, 6061 OR 305 STAINLESS STEEL. ALL FITTINGS SHALL BE A ONE PIECE EXTRUSION MACHINED TO FINAL SHAPE. THE COMPONENTS SMALL FIT ' TOGETHER TO FORM A SHAPE THAT 15 EXTREMELY "STREAMLINED" AND DEVOID OF PROTRUSIONS. ALL COMPONENTS SHALL BE CLEAR SATIN ANODIZED OF 0.7 MIL THICKNESS. ' THE CONTRACTOR SHALL INSTALL THE RAILING IN STRICT ACCORDANCE WIfH THE , MANUFACTURER'S RECOMMENDATIONS. ALL PIPE CUTS SHALL BE SQUARE AND ACCURATE FOR MINIMUM JOINT-GAP, AND FREE OF BEVEL OR CHAMFER, ALL HOLES SHALL BE DRILLED AND COUNTERSUNK FOR A TIGHT FLUSH FIT OF " ETS. POST SPACING SHALL BE 6'0" MAXIMUM ON CENTER, SECURED TO THE CONCRETE ' WITH BASE FLANGES. POSTS SHALL BE A SINGLE UNSPLICED LENGTH OF PIPE. TOP RAILS SHALL BE A SINGLE UNSPLICED LENGTH OF PIPE WHERE POSSIBLE, AND SHALL CONNECT TO A MINIMUM OF THREE POSTS. LOWER RAILS SHALL BE SINGLE, UNSPLICED SECTIONS BETWEEN POSTS. THE TOP °AIL SHALL BE 42 INCHES FROM THE BOTTOM OF THE POSTS OR AS REQUIRED LOCAL, STATE OR FEDERAL CODES. THE ENTIRE SYSTEM SHALL COMPLY WITH ALL APPLICABLE , CODES AND REGULA'IONS. DAMAGED OR MARKED PIECES WiLL NOT BE USED ON THE PROJECT AND WILL RE , REPLACED BY THE CONTRACTOR AT NO COST. t 1 5-4 ' 1 CITY OF RENTON THERMALIMOISTURZ PROTECTION WEST HILL PUMP STATION ' 7.0 THERFIAL IOW MOISTURE PROTECTION 1. CAULKING THE PURPOSE OF THIS SECTION IS TO PROVIDE A STRUCTURE WHICH IS COMPLETELY WEATHER-TIGHT. THE CONTRACTOR SHALL CAULK ALL JOINia AND SPACES NECESSARY, WHETHER SHOWN ON THE DRAWINGS OR NOT, TO CONFORM TO THIS REQUIREMENT. AREAS TO BE CAULKED INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING; WINDOW FRAMES, DOOR FRAMES, INTAKE ' LOUVER FRAMES, VENTILATOR FRAMES, PIPE PENETRATIONS IN WALLS AND FLOORS, DRAIN PERIMETLHS, ETC. EXTERIOR AND INTERIOR BUILDING WALLS AND FLOOR SEALANT SHALL BE t GENERAL ELECTRIC SILICONE 1300 DOW-CORNING OR EQUAL. COLOR SHALL BE NATURAL, NEUTRAL, OR CONCRETE GRAY AS NOTED. APPLY CAULKING IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. THE CONTRACTOR SHALL ASSURE THAT ALL SURFACES TO BE SEALED SHALL BE CLEAN OF DUST, OIL, DIRT, FORM RELEASING OR CONCRETE CURING AGENTS, AND WATER. ALL CONCRETE SHALL BE CURED FOR 28 DAYS PRIOR TO THE ' APPLICATION OF SEALANT AND CAULKING. WHERE NECESSARY TO PROVIDE A SUITABLE BACKSTOP AND BOND BREAKER, ' TIGHTLY PACK WITH POLYETHYLENE FOAM, ROPE THE BACK OF GROOVES LEAVING A MINIMUM DEPTH OF 174 INCH FOR SEALANT. PRIME COW. 'ETE SURFACES AS RECOmMENDED BY THE MANUFACTURER. ' APPLY CAULKING W1. , GUN USING NOZZLE OF CORRECT SIZE FOR JOINT, FORCED INTO GROOVES WITH SUFFICIENT PRESSURE TO EXPEL ALL AIR AND COMPLETELY FILL GROOVE. FINISH CURED-CAULKING UNIFORM AND FLUSH WITH ADJOINING SUPrACES. SEAL AROUND ENTIRE PERIMETER OF OPENINGS. Dn NOT HPPLY SEALANT TO WET OR FROST SURFACE. APPLY SILICON SEAL; ' AT TEMPERATURES ABOVE 45 DEGREES FAHRENHEIT. CLEAN ALL ADJOINING SURFACES OF EXCESS SEALANT, SMEARS, OR MARKING DUE TO APPLICATION AND LEAVE JOINTS WITH NEAT, UNIFORMLY FILLED ' SURFACES. 2. FLOOR VAPOR BARRIER CONCRETE FLOOR SHALL BE POURED OVER A POLYETHYLENE FILM (WHITE OR CLEAR). THE FILM SHALL BE AT LEAST 10 MILS THICK AND SHALL BE UNIFORM IN APPEARANCE AND FREE FROM DEFECTS. FURNISH IN AS LARGE ' SHEETS AS POSSIBLE TO REDUCE THE NUMBER OF JOINTS TO A MINIMUM. OVERLAP ALL JOINTS A MINIMUM OF 12 INCHES. 7-1 CITY OF RENTON THERMAL/MOISTURE PROTECTION ' WEST HILL PUMP STATION 3. EXTERIOR CONCRETE SEALER/WATERPROOFING ' ALL EXTERIOR CONCRETE WALLS AND CEILINGS WHICH ARE BELOW GRADE SHALL BE TREATED WITH THE SEALER/WATERPROOFING SPECIFIED HEREIN. MATERIALS SHALL BE A SURFACE-APPLIED WATERPROOFING COMPOUND EQUAL TO TNEMEC, 4614-413 COAL TAR EPDXY COATING. THE WATERPROOFING SYSTEM APPLICATOR SHALL BE AN AFFILIATE OF THE ' MANUFACTURER AND SHALL HAVE EXPERIENCE IN THE APPLICATION OF THE WATERPROOFING SPECIFIEC, SHOULu ANY LEAKAGE OCCUR DUE TO NEGLIGENCE IN THE WATERPROOFING APPLICATION DURING CONSTRUCTION AND THE MAINTENANCE PERIOD OF THE PROJECT, THE INSTALLER SHALL TAKE IMMEDIATE REMEDIAL MEASURES TO ' STOP ALL WATER INFILTRATION BY INSTALLING PLUGS AND FIELD STRIPS IN ACCORDANCE. WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AT NO ADDITIONAL COST. ALL MATERIALS SHALL BE --LIVERED, STORED, AND HANDLED TO PREVENT THE INCLUSION OF FOREIGN MATERIALS AND DAMAGE OF MATERIALS BY WATER OR BREAKAGE. PACKAGED MATERIALS SHALL BE DELIVERED AND STORED IN ' ORIGINAL PACKAGES UNTIL RFADY FOR USE. PACKAGES OR MATERIALS SHOWING EVIDENCE OF DAMAGE WILL BE REJECTED. THE APPLICATOR SHALL EXAMINE THE CONCRETE SURFACES TO BE COATED FOR , VISIBLE STRUCTURAL DEFECTS. ANY UNACCEPTABLE SURFACE CONDITIONS SHALL BE REPORTED TO THE ENGINEER AND SHALL BE CORRECTED PRIOR TO ' COMMENCEMENT OF WATERPROOFING WORK. THE COMMENCEMENT OF WATERPROOFING WORK SHALL IMPLY ACCEPTANCE BY THE CONTRACTOR FOR APPLICATION, SURFACES AND SURROUNDING AIR TEMPERATURES SHALL NOT BE LESS THAN 35 DEGREFS FAHRENHEIT FOR A MINIMUM PERIOD OF 48 HOURS , BEFORE, DURING, AND AFTER WATERPROOFING APPLICATION. THE CONTRACTOR SHALL INSURE THE CONCRETE SURFACE' ARE CLEAN AND FREE FROM FOREIGN MATERIALS, AND SHALL CLEAN AND USE AN ABSORBENT "R ' THE WATERPROOFING TREATMENT AS SPECIFIED. EXTREMELY SMOOTH CONCRETE SURFACES SHALL REQUIRE SAND OR W.4TERBLASTING TO PROVIDE AN OPEN CAPILLARY SYSTEM TO ASSURE PERMANtNT BONDING OF THE t WATERPROOFING APPLICATION, CONCRETE SURFACES TO RECEIVE WATERPROOFING TREATMENT MUST NOT HAVE CURING AGENTS AND THE FORM RELEASE AGFNTS MUST NOT CONTAIN OILS, , WAeES, GREASES, OR SILICONS AND THE LIKt. IF USED, THE CONTRACTOR SHALL REMOVE ALL FORM SCALES, OILS, FORM RELEASE AGENTS, AND ANY OTHER FOREIGN MATERIALS LIKELY TO AFFECT THE BOND PENETRATION AND PERFORMANCE OF THE WATERPROOFING. HE SHALL EMPLOY LIGHT SANDBLASTING (OR WATERBLASTING) OR STEAM CLEANING, IF REQUIRED. 7-2 ' CITY OF RENTON THERMAL/MOISTURE PROTECTION WES' HILL PUMP STATION FLA' SURFACES TO RECEIVE WATERPROOFING APPLICATION SHALL HAVE A WOOD FLOAT FINISH ONLY. DO NOT TREAT CONCRETE SURFACES WITH FLD04 HARDENER OR CURING AGENT. VISIBLE CRACKS IN THE CONCRETE EXCEEDING HAIRLINE SIZE (LARGER THAN 0.01 INCHES) SHALL BE ROUTED OUT A MINIMUM OF 3(4 INCHES DEEP. THE CONTRACTOR SHALL REMOVE ALL LAITANCE (CEMENT SCUM), DIRT, DUST, AND THOROUGHLY RINSE WITH WATER ALL COWRETE SLAB SURFACES. ALL FREE-LAYING WATER SHALL BE REMOVED PRIOR TO THE WATERPROOFING APPLICATION, SURFACES SHALL BE DRY WHEN WATERPROOFING IS APPLIED. SURFACES SHALL HAVE AN OPEN CAPILLARY SYSTEM TO ASSURE PERMANENT BONDING OF THE WATERPROOFING APPLICATIONS, HONEYCOMBED POCKETS AND FAULTY CONSTRUCTION JOINTS SHALL BE ROUTED OUT TO SOUND CONCRETE. ALL VISIBLE CRACKS IN THE CONCRETE SURFACES EXCEEDINF HAIRLINE S1ZE (LARGER THAN 0.01 INCHES) SHALL BE ROUTED OUT 314 INCHES DEEP. 9INSE SURFACES TO BE WATERPROOFED THOROUGHLY WITH WATER THE DAY PRIOR TO WATERPROOFING APPLICATION. ' COMPLETED INSTALLA'IDN SHALL BE GUARANTEED AGAINST DEFECTS OF MATERIALS AND WORKMANSHIP FOR A PERIOD OF THREE YEARS AFTER DATE OF CERi1FICATF OF SUB57ANTIAL COMPLETION, INSTALL WATERPROOFING AS OU?LINED HEREIN AND IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. FOLLOW ALL PRECAUTIONS FOR PROTECTING WORK, PRODUCT, AND WORKMEN. DRY FILM THICKNESS OF THE NEW COATING SHALL BE A MINIMUM OF 15 MILS. PROTECT ALL ADJACENT WORK FROM SPILLAGE OR SPATTER, AND CLEAN UP AS ' APPROPRIATE. 4. ROOF WATERPROOFING ' THE WATERPROOFING SYSTEM FOR THE ROOF AND THE EXTERIOR REAR WALL OF THE PUMP STATION SHALL BE AS FOLLOWS: (FROM CONCRETE SURFACE OUTWARD): 1. COAL TAP EPDXY COATING (15 MILS MIN,) 2. BENTONITE CLAY WATFP BARRIER (3;16' THICK MIN.) 3. STYROFOAM SHEETS (I" THICK MIN.) 4. POLYETHYLENE FILM (SO MILS MTN.) 5. EARTN BACKFILL THE MATERIALS SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. S. STVROFOAM SHEETS ' SHEETING SHALL BE CLOSED CELL STYROFOAM. 1" MINIMUM THICKNESS. INSTALL AND BACKFILL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, AND CONSISTENT WITH THE REQUIREMENTS HEREIN. 6. BENTONITE CLAY WATER BARRIERS ' 7_3 CITY OF RENTON THERMAL/MOISTURE PROTECTION NEST HILL PIMP STATION CLtY WATER BARRIER SMALL BE VDLCLAY TYPE 1 PANELS OR EQUAL. THE CLAY MEDIUM SHALL CONTAIN AT LEAST 90% YJNTMORILLONITE, AND BE PICKED IN THE CORRurATED FLUTES OF BIODEGRADABLE KRAFT BOARDS. ' THE MINIMUM PANEL SIZE SHALL BE 48 INCHES BY 4L INCHES BY 3/16 INCHES THICK. THE PANELS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ' MANUFACTURER'S RECOMMENDATIONS EXCEPT THAT THE PANELS MAY NOT BE NAILED TO THE CONCRETE SURFACE. ATTACH PANELS WITH JOINT SEAL OR APPROVED MASTIC. HYDROBAR TUBES OR EQUAL SHALL BE INSTALLED WHERE ' RECOMMENDED BY THE PANFI MANUFACTURER. 1 7.4 ' iCl rY OF RENTON DOORS AND WINDOWS WEST HILL PUMP STATION i 1 8.0 iDOORS AND WINDOWS r i I. DOORS A FRW.S 1 SCOPE ' THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE DOUBLE METAL DOOR IN THE iPUMP STATION. GENERAL iTHE DOOR SMALL BE OF FLUSH CONSTRUCTION, MADE FROM IR GAUGE STEEL 1-314 INCH THICK V-O` WIDE BY B'-0' HIGH, iTHE DOOR SHALL Of REINFORCED, STIFFENED, SOUND DEADENED, AND INSULATED WITH AN IMPREGNATED KRAFT HONEYCOMB CORE COMPLETELY FILLING THE INSIDE i OF THE DOOR, AND LAMINATED TO BOTH INSIDE FACES OF THE PANELS. HINGE AND LOCK AREAS SHALL BE REINFORCED. THE DOOR SHALL BE EQUIPPED WITH A DEADBOLT LOCK AND STANDARD HANDLE. THE DOOR SHALL BE EQUIPPED WITH A BOTTOM SEAL, THAT IS THE MANUFACTURER'S STANDARD DESIGN. i FINISH iTHE DOOR SHALL BE CLEANED, PHOSPHATIZED, AND FINISHED AS STANDARD WITH ONE COAT OF BAKED-ON RUST-INHIBITING PRIME PAINT, iLOCI i THE DOOR SHALL HAVE A DEAD BOLT LOCK WHICH UTILIZES THE STANDARD CITY WATER SYSTEM'S LOCK AND KEY. iFRAME THE DOOR FRAME SHALL 'E 14 GAJGE GALVANIZED STEEL AS MANUFACTURED OR i RECOMMENDED BY THE DOOR SUPPLIER, SPECIFICALLY FOP THE DOOR INSTALLED. FRAMES SHALL BE FURNISHED WITH A MINIMUM OF SIX WALL ANCHORS AND TWO HEAD AMC HORS. FRAMES SHALL HAVE INTEGRAL RUBBER WEATHERSTRIP, i B-1 1 CITY OF PENTON DOORS AND WINDOWS ' WEST HILL PUMP STATION INSTALLATION ' SE' FRAMES PLUMB, RIGID. AND IN PROPER ALIGNMENT; FASTEN SO AS TO RETAIN POSITION AND CLEARANCE DURING CONSTRUCTION OF THE WALLS. , INSTALL SPREADERS TO PREVENT DISTORTION OF THE FRAME DURING CONSTRUCTION. SECURE FRAMES WITH APPROVED FASTENERS. HANG DOORS IN THE FRAMES AND APPLY HARDWARE IN A NEAT, SECURE MANNER , SO THAT THE DOORS WILL OPERATE WITHOUT DRAGGING OR BINDING. ALL DOOR JAMBS SHALL BE FILLED WITH SILICON SEALANT. ' 2. WINDOWS SCOPE THE WORK COVERED IN THIS SECTION CONSISTS OF FURNISHING ALL LABOR, t MATERIALS, AND EQUIPMENT NECESSARY FOR THE WINDOWS IN THE PUMP STATION, ' GLASS ALL GLASS SHALL BE IMPACT RESISTANT AND SHALL BE 1/4" TEMPERED ' LAMINATED TO 1/4" TEMPERED WITH A 0.060 PVB INTERLAYER INSULATED WITH A 114" DEHYDRATED AIR SPACE AND POLYSULFIDE SEAL TO 1/4" TEMPERED FOR , A NOMINAL THICKNESS 0; 1-1116'. GLASS SHALL BE TINTED BRONZE. PROVIDE 2 SPARE VERTICAL PANELS AND 2 SPARE SLOPED PANELS IN A BREAK RESISTANT WOOD BOX FOR PERMANENT STORAGE IN THE PUMP STATION, , FRAMES FRAMES SHALL BE BRONZE ANODIZED ALUMINUM. THE UPPER HANGAR BRACKET , SHALL BE SPECIALLY FABRICATED FOR SLOPED CEILING BY SUPPLIER, FRAME SHALL HAVE A WATER-TIGHT SEAL ON ALL CONCRETE SURFACES AND SHALL BE , CAULKED WITH SILICONE SEALANT. SIZES , TOTAL WINDOW S nE IS APPROXIMATELY 26'-8" LONG X 4' HIGH, INDIVIDUAL GLASS SECTIONS SHALL BE 24 INCHES IN WIDTH AND SHALL BE 36 INCHES HIGH , FOR LOWER VERTICAL PANE, AND UPPER PANE SHALL BE 30 INCHES AS MEASURED AT A 2 TO 1 MAXIMUM PITCH. (DIMENSIONS ARE APPROXIMATE AND SHALL BE VERIFIEC 1N THE FIELD.) ' 8-2 CITY OF RENTON DOORS AND WINDOWS tWEST HILL PUMP STATION Q ANANIEE PROVIDE A 5 YEAR GUARANTEE AGAINST SYSTEM LEAKAGE. ' INSTALLATION INSTALL WINDOW IN STRICT ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. 1 1 t t 1 ' R-3 CITY OF RENTON FiNISHES NEST HILL PUMP STATION 9.0 , FINISHES 1. SCOPE THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, AND LABOR TO COAT ALL ITEMS IN ACCORDANCE WITH THESE SPECIFICATIONS, FINISHES SHALL BE DONE AT SUCH TIMES AS THE CONTRACTOR AND CITY MAY AGREE UPON IN ORDER THAT DUST FREE AND NEAT WORK BE OBTAINED. COATING SHALL BE DONE STRICTLY IN ACCORDANCE WITH THE MANUFACTURER'S ' INSTRUCTIONS AND IN A MANNER SATIFACTORY TO THE CITY. ALL PHASES OF THE WORK SHALL BE AVAILABLE TO OBSERVATION BY THE CITY. ALL SAFETY PRECAUTIONS STATED IN THE MANUFACTURER'S PRINTED INSTRUCTIONS SHALL BE CAREFULLY OBSERVED. ADEQUATE VENTILATION AND LIGHTING SHALL BE PROVIDED AT ALL TIMES. ' 2. SUBMITTALS ' THE CONTRACTOR SHALL SUBMIT, PRIOR TO BEGINNING OF ANY PAINTING OF LOATING, ' A LIST OF COATINGS AND MANUFACTURERS HE INTENDS TO USE FOR REVIEW BY THE CITY. THE APPLICATION EACH COATING IS INTENDED FOR, ANY SURFACE PREPARATION, NUMBER OF COATS, METHOD OF APPLICATION, AND COATING THICKNESS ' SNAIL BE INCLUDED. THIS INFORMATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE REQUIREMENTS REGARDING SHOP DRAWINGS INCLUDED HEREIN. 3. SURFACE PREPARATION ALL SURFACES SHALL BE PREPARED IN ACCORDANCE WITH THE RECOMMENDATIONS OF , THE MANUFACTURER OF THE COATING TO BE APPLIED TO THE SURFACE. IN ADDITION, ALL SURFACES SHALL BE SMOOTH, CLEAN, AND DRY PRIOR TO ANY COATING UNLESS , 'CIFICALLY DIRECTED BY THE COATING MANUFACTURER. PAINTING SHALL BE 'E BEFORE THE PREPARED SURFACES ARE APPROVED BY THE CITY. 9-1 ' ' CITY OF RENTON FINISHES WEST HILL F'Mv STATION t4. COATING QUALITY ' THE PAINT AND PAINT PRODUCTS OF TNEMEC COMPANY OF KANSAS CITY, MISSOURI, MENTIONED IN THESE SPECIFICATIONS ARE INTENDED A, A STANDARD OF QUALITY, ' S. SUBSTITUTIONS SUBSTITUTIONS OF THE COATINGS OF OTHER MANUFACTURERS SHALL BE CONSIDERED ONLY IF EQUIVALENT SYSTEMS OF COATINGS CAN BE PROVIDED, AND ONLY IF A ' RECORD OF SATISFACTORY EXPERIENCE WITH 'HE SYSTEM IN EQU'VALENT APPLICATIONS IS AVAILABLE. A SUBSTITUTE COATING SYSTEM IS CONSIDERED TO BE AN EQUIVALENT SYSTEM WHEN IT IS PROVED TO THE SATISFACTION OF THE CITY THAT THEY ARE EQUIVALENT IN COMPOSITION, DURABILITY, USEFULNESS, AND CONVENIENCE FOR THE PURPOSE 1 INTENDED. SUBSTITUTIONS WILL BE CONSIDERED PROVIDED THE FOLLOWING MINIMUM CONDITIONS ARE MET: 1. THE PROPOSED PAINT SYSTEM SHALL HAVE A DRY FILM THICKNESS EQUAL TO ' OR GREATER THAN THAT OF THE SPECIFIED SYSTEM. 2. THE PROPOSED PAINT SYSTEM SHALL EMPLOY At'. EQUAL OR GREATER NUMBER OF SEPARATE COATS. 3. THE PROPOSED PAINT SYSTEM SHALL EMPLOY PRIMERS COMPATIBLE WITH TH, TYPE OF PAINT SELECTED. A, ALL REQUESTS FOR SUBS 1ITION SHALL CARRY FULL DESCRIPTIVE LITERATURE AND DIRECTIONS fOR APPLICATIONS, ALONG WITH COMPLETE ' 14ORMATION ON GENERIC TYPE, NON-VOLATILE CONTENT BY VOLUME AND A LIST OF SIMILAR PROJECTS WHERE THE COATINGS HAVE BEEN APLIED TO SIMILAR EXPOSURES. tS. IF THE ABOVE MENTIONED DATA APPEARS TO BE IN ORDER, THE CONTRACTOR SHALL PROVIDE CERTIFIED LABORATORY DATA SHEETS SHOWING THE RESULTS OF COMPLETE SPECTROGRAPHIC AND DURABILITY TESTS PERFORMED ON TXE PROPOSED SUBSTITUTE. TESTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY APPROVED BY THE CITY AND ALL COSTS INCURRED IN THE TESTING PROGRAM SHALL BE CHARGED TO THE CONTRACTOR, 6. IN ANY CASE, THE CITY SHALL BE THE SOLE AND FINAL JUDGE OF THE ACCEPTABILITY OF ANY PROPOSED SUBSTITUTION. ' ALL MATERIALS SHALL ..E BROUGHT TO THE JOBSITE IN THE ORIGINAL SEALED AND LABELED CONTAINERS OF THE PAINT MANUFACTURER AND SHALL BE SUBJECT TO ' INSPECTION BY THE CITY, THE CONTRACTOR SHALL PROVIDE, IN ADDITION, ONE ' 9-2 CITY OF RENTON FINISHES ' PEST HILL PUMP STATION UNBROKEN GALLON CONTAINER OF EACH TYPE AND COLOR OF PAINT AND EACfi TYPE OF , SOLVENT AND THINNER USED. PAINT SUPPLIES SHALL BE STORED AS APPROVED BY THE CITY. ' COLON . WHERE NOT SPECIFIED, SHALL BE AS SELECTED BY THE CITY. THE CONTRACTOR SHALL SUBMIT TO THE CITY, IMMEDIATELY UPON COMPLETION OF THE ' JOB, CERTIFICATION FROM THE MANUFACTURER INDICATING THAT THE QUANTITY OF EACH COATING PURCHASED WAS SUFFICIENT TO PROPERLY COAT ALL SURFACES. SUCH CERTIFICATION SHALL MAKE REFERENCE TO SQUARE FOCTAGE FIGURES PROVIDED TO ' THE MANUFACTURER BY THE CONTRACTOR. 6. Cm.OR -; OWNER WILL DEVELOP A DETAILED COLOR SCHEDULE AFTER AWARD OF CON- 7. MATERIALS 1. INTERIOR CONCRETE FLOOR ' FLOOR COATING SHALL BE TORGINOL OR APPROVED EQUAL. OTHER APPROVED ' MANUFACTURERS INCLUDE: M.B. FULLER CO. (TWEED TEX); OMNITECH INDUSTRIES, INC., (OMNITUFF); SELBY, BATTERSBY AND COMPANY ' (SELBALUX). THE COATING SHALL CONSTIST OF VINYL CHIPS BOUND WITH A POLYESTER RESIN, PREPARATION AND INSTALLATION SHALL CONFORM TO ' MANUFACTURER'S RECOMMENDATIONS. 2. STEEL (EkTERIOR) , SURFACE PREPARATION SP6 (COMMERCIAL BLAST) , ONE COAT HI-BUILD EPDXOLINE A TO 6 MIL DFT ONE COAT ENDURA SHIELD ' 1.5 TO 2.5 MIL OFT 3. STEEL (INTERIOR) , SURFACE PREPARATION SP6 (COMMERCIAL BLAST) , ONL COAT EPDXOLINE PRIMER 9-3 , ' CITY OF RENTON FINISHES WEST HILL PUMP STATION 3 TO 5 MIL OFT ONE COAT Hi-BUILD EPDXOLINE 4 TO 6 MIL OFT 4. STEEL (SUNKRUD) SURFACE PREPARATION SP6 (COMMERCIAL BLASTI ONE COAT COAL TAR EPDXY (461-413) 15 MIL OFT S. CONCRETE (EXTERIOR BELOW GRADE - EXCEPT ROOF) ' SURFACE PREPARATION - CLEAN AND DRY ONE COA' HI-BUILD TNEME-TAR ' 14-0 MI'. OFT (SEE SECTION 7 FOR ROOF COATINGS) 6. CONCRETE (EXTERIOR MOVE GRADE) SURFACE PREPARATION - CLEAN AMC DRY ' ONE COAT TNEME-CRETE R TO 10 MIL OFT ' 7. CONCRETE (INTERIOR WALLS AND CEILING) SURFACE PREPARATION - CLEAN AND DRY ONE COAT HI-RU1LD EPDXOLINE 4 TO 6 MIL OFT ONE COAT HI-BUILD EPDXOLINE 4 TO 6 MIL OFT ' B. INSPECTION INSPECT V-RFACE PREPARATION PRIOR TO APPLICATION OF ANY COATING. THE PICTOk IAL SURFACE 'ARATION STANDARDS FOR PAINTING STEEL SURFACES ' (VIS-1) BY THE STEEL S' RES PAINTING COUNCIL (SSPC) SHALL BE USED AS A VISUAL STANDARD FOR INSPL,.ION OF SURFACE PREPARATION OF METAL SURFACES. EACH COAT SHALL BE INSPECTED PRIOR TO APPLICATION OF THE NEXT COAT. AREAS FOUND TO CONTAIN RUNS, OVERSPRAY, ROUGHNESS, DR ATHER SIGNS OF IMPROPER APPLICATION SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 1 ' 9 4 CITY OF RENTON FINISHES ' WEST HILL PUMP STATION THE COMPLETED COATING SHALL PRODUCE A MINIMUM DRY FILM THICKNESS IN ' ACCORDANCE WITH THE SPECIFICATIONS AS DETERMINED BY THE MICROTEST THICKNESS GAUGE OR COMPARABLE INSTRUMENT. IN AREAS WHERE THIS THICKNESS IS NOT DEVELOPED, SUFFICIENT ADDITIONAL COATS SHALL BE APPLIED TO PRODUCE IT. ' THE COMPLETED COATING ON METAL SURFACES SHALL BE INSPECTED BY THE CONTRACTOR IN THE PRESENCE OF THE CITY FOR PINHOLES AND HOLIDAYS WITH A , TINKER AND RASOR OR OTHER LOW VOLTAGE (UNDER 100 VOLTS) HOLIDAY DETECTOR, AREAS FOUND TO CONTAIN PINHOLES SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE COMPLETED COATING SHALL BE INSPECTED FOR RUNS, OVERSPRAY, AND ROUGHNESS, AND ANY AREAS FOUND TO SHOW THESE OR OTHER SIGNS OF IMPROPER APPLICATON SHALL BE REPAIRED OR RECOATED IN ACCORDANCE WITH THE , MANUFACTURER'S RECOMMENDATIONS. 9. COMPATIRILiI'f OF COATINGS 1. THE CONTRACTOR SMALL BE RESPONSIBLE FOR COMPATIBILITY OF ALL PAINT ' PRODUCTS. 2. TEST COATINGS APPLIED TO AN EXISTING SURFACE COATING BY PATCH TEST ' TO DETERMINE SUITABILITY. 3. ALLOW SUFFICIENT TIME TO DEMONSTRATE COMPATIBILITY, t 10. INSPECTION AND CERTIFICATION OF SHOP SURFACE PREPARATION ' 1. IMMEDIATELY PRIOR TO APPLICATION OF PRIME COATS HAVE ALL SURFACES , TO RECEIVE PAINT INSPECTED BY CITY-APPROVED QUALITY CONTROL AGENT. 2. REBLAST OR PROVIDE ADDITIONAL PREPARATION DIRECTED BY AGENT IF , REQUIRED TO MEET SPECIFIED SURFACE PREPARATION SPECIFICATION, 3. SUBMIT .0 CITY CERTIFICATION OF CONFORMANCE OF FINISH SURFACE , PREPARATION TO STANDARDS PE°ERENCED: 1. CERTIFICATION BY QUALITY CONTROL AGENT , 2. INCLUDE DATE OF SURFACE Pkc ARATION AND SSPC STANCARD ACHIEVED 3. PRIMER-APPLICATION: TYPE AND MANUFACTURER FROM LABELED CONTAINERS USED FOR PRIME COAT WORK 4. RECORDED DRY FILM THICKNESS 9-5 ' 1 E - - - t CITY OF RENTON FINISHES WEST HILL PUMP STATION ' 11. INSPECTION PRIOR TO APPLICATION OF FIELD PRIMER AND FINISH COATINGS ' 1. CLEAN ALL SURFACES IMMEDIATELY PRIOR TO COATING. 2. INSPECT ALL SURFACES FOR CONFORMANCE TO SPECIFIED PREPARATION ISTANDANDS. 3. REQUEST AND OBTAIN CITY INSPEC ION FOR EACH COATING SURFACE PREPARATION PRIOR TO COATING APPLICATION. ' 12. PAINT SMOOTHNESS, COVER, AND SHEET TOLERANCE 1. FINISH COATING SURFACE SMOOTHNESS EQUAL TO BASE SURFACE PREPARATION SMOOTHNESS. ' 2. UNIFORM LUSTRE WITH EVEN APPEARANCE FREE OF LAP MARKS. 13. PAINT APPLICATION CONDITIONS 1. CLEAN, DRY ENVIRONMENT AND AT TEMPERATURES RECOMMENDED IN MANUFACTURER'S PREPRINTED INSTRUCTIONS. 2. SURFACE TEMPERATURE: MINIMUM OF 5 DEGREES FAHRENHEIT ABOVE WET BULB TEMPERATURE. ' 3. MAXIMUM HUMIDITY: 85 PERCENT. 4, SHIELD FROM HOT SUN WITH APPROPRIATE HOUSING WHEN APPLYING PAINTS. ' S. DO NOT APPLY COATINGS IN AREAS WHERE DUST IS BEING GENERATED. 6. DO NOT APPLY IN FOG, SNOW, RAIN, OR TO WET OR DAMP SURFACES. ' 14. APPLICATION 1. APPLY COATING AT SPECIF'EO RATES AND CONSISTENCY PER SELECTED MANUFACTURER'S SPECIFIC APPLICATION INSTRUCTIONS. ' 9-6 CITY OF RENTON FINISHES WEST HILL PIMP STATION 2. BUILDUP IN MULTIPLE OR SINGLE FINISH COATS AS SPECIFIED. t 3. THIN ONLY WITH THINNERS SPECIFICALLY FORMULATED FOR USE BY APPROVED MANUFACTURER. w 4. TINT PRIMER, SECOND COAT, AND FINISH COAT DIFERENT SHADES TO VERIFY COVERAGE. ' 15. RECORT DRY TIME e 1. PERMIT ADEQUATE CURE-DRYING INTERVAL BETWEEN MULTIPLE COATS AS , DETERMINED BY MANUFACTURER'S RECOMMENDED DRYING TIME AT SPECIFIED CURE CONDITIONS. 1n fl 1 9-7 , CITY OF RENTON SPECIALTIES NEST HILL PIMP STATION 10.0 SPECIALTIES PROVIDE ONF - ,N FOR THE PUMP STATION WITH THE WORDS %ITY OF RENTON - NEST HILL PUMP STATION" LOCATED AS SHOWN ON THE PLANS. THE SIGN SHALL BE MADE FROM 2-INCH THICK SELECT WESTERN RED CEDAR. THE SIGN HEIGHT AND LENGTH SHALL BE AS REQUIRED TO ACCOMMODATE THE LETTERING SPECIFIED WITH A 2-INCH ' MINIMUM BORDER BETWEEN THE EDGES OF THE SIGN AND THE EDGES OF THE LETTERS. LETTERS SHALL BE ROUTED OR SAND-BLASTED AND BURNED TC A MINIMUM DEPTH OF 112 INCH, AND SHALL BE 3 INCHES IN HEIGHT, THE SIGN SHALL BE MOUNTED TO ' THE WALL WITH TYPE 304 STAINLESS STEEL BOLTS, NUTS AND WASHERS TO PREVENT SIGN DISCOLORATIDN DUE TO CORROSION. THE SIGN SHALL BE FINISHED IN THE MANUFACTURER'S STANDARD WOOD PRESERVATIVE TREATMENT. SURFIT SHOP DRAWINGS TO THE CITY FOR APPROVAL PRIOR TO SIGN CONSTRUCTION, 2. EQUIPMENI SIGNS tSIGNS SHALL BE PLASTIC LAMINATED "ALLENITE", AS MANUFACTURERED BY ALLEN MARKETING PRODUCTS OF KANSAS CITY, NO, OR "BAK-LIGHT" AS MANFUACTURED BY KN; .T MANUFACTURING COMPANY OF HOUSTON, TEXAS, OR EQUAL OR AS NOTED OTHERWISE HEREIN. SIGNS SHALL BE I INCH HIGH BY REOUIRY.D LENGTH, BY 1/8 INCH THICK, WITH 1/2 INCH HIGH LETTERS IN N-2 STANDARD ATHIC CHARACTERS. FACE COLOR SMALL BE BLACK, LETTERS SHALL BE WHITE. PROVIDE AND MOUNT, AS DIRECTED, EOUIPMENT SIGNS AS FOLLOWS: ' "PUMP NO. 1" "CHECK IALVE" "PUMP NO. 2" "CHECK VALVF" "PUMP NO. 3 - FIRE PUMP" "CHECK VALVE" ' "BATTERY CHARGER" "PRESSURE RELIEF VALVE" 'DIESEL. PUMP CONTROL PANEL" "FLOWMETER, 0-2200 G"" "FUEL FEED" "POTABLE WATER" 'FUEL RETURN" %jRRENT TRANSFOR 'SUCTION PRESSURE SENSOR" "DISCHARGE PRFS9� 'RIGHT ANGLE DR'VE COOLING LINE" "TRANSFORMER DISI ' "AUTOMATIC CONTROL CABINET" 'MAIN" "TRANSFORMER 460/220/110" 'USE OF THIS SWITCH 1N 'HAND' OR 'OFF' BYPASSES ALL 4U PUMP CONTROLS AND SHUTDOWNS' ' "USE OF THIS SWITCH IN 'HAND' OR 'OFF' BYPASSES ALL AUTOMATIC PUMP CONTROLS AND SHUTDOWNS" 10-1 CITY OF RENTON SPECIALTIES ' NEST HILL PUMP STATION 'USE OF THIS SWITCH IN 'HAND' OR 'OFF' BYPASSES ALL iUTOMA'IC PUMP ' CONTROLS AMU SHUTDOWNS' 3. WORKBENCH PROVIDE ONE WORKBENCH AS SHOWN ON THE PLANS. TOP SHALL BE LAMINATED HARD MAPLE, SANDED SMOOTH, EQUAL TO REPUBLIC STEEL NO. 4012-,6. TOP SHALL BE 72 ' 1.4CHES LONG, 34 INCHES DEEP AND I-3/4 INCHES THICK. PROVIDE ONE WISE EQUAL TO SEARS CATALOG NO. 9A5187C. MOUNT VISE TO CORNER OF WORKBENCH. 4. OIL AND PAINT CABINET PROVIDE ONE OIL AND PAINT STORAGE CABINET EQUAL TO REPUBLIC STEEL NO. , 4110902. THE CABINET SHALL BE 45" WIDE BY 1B" DEEP BY 65' HIGH AND SMALL HAVE DOUBLE KE• LOCKING DOORS. THE CABINET SHALL HAVE TWO ADJUSTABLE GALVANIZED SHELY;S. WALLS SHALL BE COLD ROLLED STEEL OF DOUBLE , CONSTRUCTION WITH 1 112" AIR SPACES. THE CABINET SHALL BC YELLOW BAKED ENAMEL AND BE LABELLED "FLAMMABLE- KEEP FIRE AWAY". THE CABINET SHALL MEET OSHA SPECIFICATIONS H-S1910.1D6, AND NFPA CODE NO. 30. ' 5. FIRE EXTINGUISHER PROVIDE ONE PORTABLE, WALL-MOUNTED, 10 POUND, DRY-CHEMICAL FIRE EXTINGUISHER SUITABLE FOR USE ON COMBUSTIBLE LIQUID FIRES. THE EXTINGUISHER SHALL BE INSTALLED IN ACCORDANCE WITH fPPLICABLE CODES AND BE ' LISTED AND APPROVED BY UNDERWITERS LABORATORIES. THE EXTINGUISHER SHALL BE FULLY CHARGED AND OPERABLE BEFORE ACCEPTANCE OF THE PUMP STATION BY THE OWNER, ' 6. FIRST AID KIT PROVIDE ONE FIRST AID KIT WITH THE FOLLOWING ITEMS MINIMUM: , 2 PACKAGE ADHESIVE BANDAGES, 1" (16 PER PACKAGE) , 1 PACKAGE BANDAGE COMPRESS, 4" (1 PFR PACKAGE) 1 PACKAGE SCISSORS AND TWEEZERS (I PER PACKAGE) 1 PACKAGE TRIANGULAR BANDAGE, 1" (I PER PACKAGE) I PACKAGE ANTISEPTIC SOAP OR PADS (5 PER PACKAGE) 1 PACKAGE AMMONIA INHALANTS (10 PER PACLAGE) 1 PACKAGE IODINE SWABS (10 PER PACKAGE) 1 PACKAGE BANDAGE COMPRESS, 2' (3 PER PACKAGE) ' THE KI SHALL BE CONTAINED IN A DUSTPROOF, WEATHERPROOF, MOISTUREPRCOF, 20 GAUGE STEEL CABINET KITH GASKETED LID. STEEL FINISH SHALL BE BAKED ENAMEL. , CABINET SHALL BE PROVIDED WITH WALL MOUNTING BRACKETS. CABINET COVER SHALL FOLD DOWN TO PROVIDE A SHELF, AND SHALL BE ATTACHED TO CABINET BY A CONTINUOUS PIANO-TYPE HINGE. BORDER SHAD BE RED, WITH WHITE BODY, RED LETTERING CROSS AND ARROW. , 10-2 , W-715 WEST HILL PUMP STATION WTR-10 3 #4 Contruct Documents ' CITY Of RENTON SPECIALTIES NEST HILL PUMP STATION THE KIT SHALL HAVE RE-ORDER INFORMATION CLEARLY MARKED ON IT. KIT SHALL BE AS MANUFACTURERD BY E.D. BULLARD COMPANY, UNI/FLEX DIVISION OF MEDICAL ' SUPPLY COMPANY, OR EQUAL. 1 t 1 1 ' 10-3 -0 i CITY OF RENTON EDUIa EN7 ' WEST HILL PUMP STATION I1.0 , EQUIPMENT 1. GENERAL ' THIS SECTION COVER THE WORK NECESSARY FOR PROVIDING THE PUMP STATION EQUIPMENT INCLUDING: ' 1. PUMPS AND MOTORS 2. DIESEL ENGINE FOR FIRE PUMP 3. RIGHT ANGLE DRIVE AND DRIVESHAFT FOR DIESEL ENGINE C. FLOW-METER S, PRESSURE GAUGES 6. WALL VENTILATOR ' 7. WALL DAMPER B. DISCHARGE PRESSURE GAUGES 9. SUCTION PRESSURE GAUGES ' B. WALL VENT 10. HOIST AND TROLLEY 2. BOOSTER PIMPS AND DRIVERS 1. SCOPE OF WORK ' THIS SECTION COVERS THE WORK NECESSARY FOR FURNISHING THREE BOOSTER PUMP UNITS AND APPURTENANCES AS FOLLOWS: , - TWO COMPLETE, ELECTRIC MOTOR-DRIVEN, WATER LUBRICATED VERTICAL TURBINE BARREL ("CAN-) PUMP UNITS WITH ELECTRIC MOTORS, MOTOR STARTERS, AND ALL APPURTENANCES. t - ONE COMPLETE ENGINE-DRIVEN, WATER-LUBRICATED VERTICAL TURBINE BARREL PUMP UNIT INCLUDING A RIGHT ANGLE DRIVE, DRIVESHAFT, DIESEL ENGINE, ■ AND ALL APPURTENANCES. REFER TO THE PLANS FOR EQUIPMENT LAYOUT AND LOCATIONS. ' 2. SURNITTALS IN ADDITION TO THE BID QUOTES FOR THE PUMPS AND MOTORS SPECIFIED ' HEREIN, BIDDERS WILL BE REQUIRED TO FURNISH THE FOLLOWING INFORMATION: 1. DIMENSIONAL DRAWINGS SHOWING OUTL1hE DIMENSIONS, LENGTHS, , OVERALL SIZES, AND WEIGHTS, ON EACH BOOSTER PUMP UNIT AND DIESEL ENGINE. 11-1 ' ' CITY OF RENTON EQUIPMENT WEST HILL PIMP STATION 2. PERFORMANCE CURVES FOR EACH PUMP (OUTPUT IN G.P.M. VERSUS TOTAL DYNAMIC HEAD IN FEET). 3. A COMPLETE LIST OF ALL THE ACCESSORIES TO BE PROVIDED FOR EACH ' PUMP AND ENGINE DRIVE UNIT, A. DESCRIPTION OF PARTS AND SERVICE AVAILABILITY. 1 5. DELIVERY TIME IN DAYS FROM APPROVAL OF SHOP DRAWINGS. 6. INSTALLATIONS WITH SIMILARLY SIZED AND CONFIGURED PUMPS. INCLUDE ' LOCATION, CONTACT NAME AND NUMBER, 7. PUMP DATA SHEETS COMPLETED 1N FULL. (INCLUDED AT THE END OF THIS SECTION), 3. WARRANTY ALL EQUIPMENT PROVIDED UNDER THIS CONTRACT SHALL BE WARRANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A MINIMUM PERIOD OF ONE YEAR ' AFTER DATE OF ORIGINAL OPERATION. `ORIGINAL OPERATION" SHALL BE DEFINED AS THE DATL THAT THE MANUFACTURER'S REPRESENTATIVE APPROVES THE FIELD TESTING OF EACH UNIT, AND THE CITY ACCEPTS THE UNIT AND ITS INSTALLATION. FOLLOWING PUMP AND ENGINE INSTALLATION THE SUPPLIER SHALL FURNISH THE SERVI'ES OF A QUALIFIED MANUFACT"^ER'S REPRESENTATIVE TO INSPECT THE ' PUMP ,NO ENGINE UNITS AND INFORM .eE CITY, PRIOR TO FIELD TESTING, OF ANY DEFECTS OR CONCERNS REGARDING THE CONDITIONS OF EACH UNIT AND ITS INSTALLATION AT THE JOB SITE. UPON RESOLUTION OF ANY DEFECTS OR ' CONCERNS (IF ANY), THE MANUFACTURER'S WARRANTY SHALL THEN BE IN FULL EFFECT WITH NO RESERVATION OR QUALIFICATIONS OTHER THAN THOSE STATED IN THE MANUFACTURER'S WARRANTY, ' A. DELIVERY ' THE PUMP SUPPLIER MAY DELIVER THE PUMP AND ENGINE UNITS, COMPLETE AND READY FOR INSTALLATION TO EITHER THE CITY SHOPS OR THE CONTRACTOR'S SHOPS AT THE DISCRETION OF THE CONTRACTOR. IN NO EVENT WILL THE CITY ' BE RESPONSIBLE FOR DAMAGE TO THE UNITS WHILE THEY ARE IN STORAGE. THE SUPPLIER SHALL PROVIDE ALL PROTECTIVE COATINGS AMC CRATING TO INSURE PROTECTION OF THE UNITS FROM CORROSION OR DAMAGE DURING SHIPMENT, DELIVERY AND STORAGE. 1 S. TESTING AND STARTUP THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALIBRATION, STARTUP, AND INITIAL PERFORMANCE TO MEET THE SPECIFICATIONS HEREIN, THE SUPPLIER SHALL PROVIDE A TRAINED, QUALIFIED MANUFACTURER'S REPRESENTATIVE TO 11-2 CITY OF RENTON EQUIPMENT ' NEST HILL PUMP STATION CHECK THE INSTALLATION AND CONNECTION, PERFORM FIELD TESTS AS INDICATED, AND CERTIFY TO THE CITY THAT ITS PERFORMANCE DOES MEET ALL SPECIFICATIONS. ' PRIOR TO ACCEPTANCE OF THE INSTALLED PIMPS, THE MANUFACTURER'S REPRESENTAVIE SHALL DEMONSTRATE PROPER OPERATION OF THE PIMPS AT THE t CAPACITIES STATED, AT WHICH TIME DATA SHALL BE TAKEN ON THE TOTAL DYNAMIC HEAD, EFFICIENCIES AND FLOW OF THE PUMPS, AND CERTIFICATION SHALL BE PROVIDED THAT THE PUMPS MEET ALL THE REQUIREMENTS SET FORTH IN THESE SPECIFICATIONS AND THE SUBMITTAL LITERATURE. , UNITS FAILING THE FIELD TESTS SHALL BE REPAIRED AND RETESTED. IF THE UNIT FAILS THE SECOND TEST, THE UNIT WILL BE REJECTED AND THE SUPPLIER , SHALL FURNISH A UNIT THAT WILL PERFORM AS SPECIFIED. 6. OPERATION AND MAINTENANCE MANUALS t CONFORM TO THE REQUIREMENTS AS SET FORTH IN SECTION 1 OF THESE SPECIFICATIONS. , 7. EQUIPMENT OPERATIONAL REOUIREMENTS PUMP 1 - VERTICAL TURBINE "CAN TYPE" ' DESIGN HEAD - 300 TDH DESIGN FLOW - 600 GPM MAX HEAD - 399 TDH , MIN HEAD - 263 TDH NPSH - 74 PSI PUMP 2 - IDENTICAL TO PUMP 01 ' DUMP 3 - VERTICAL TURBINE "CAN TYPE" DESIGN HEAD - 300 TDH , DESIGN FLOW - 1000 GPM MAX HEAD - 399 TDH MIN HEAD - 263 TDH ' NPSH - 74 PSI B. ELECTRIC MOTORS FOR PUMP 11 AND /2: ' THE MOTORS SHALL BE DESIGNED, MANUFACTURED AND TESTED ACCORDING TO THE LATEST REVISED EDITION OF NEMA MG 1. THEY SHALL BE FULL VOLTAGE , STARTING, SINGLE SPEED, SQUIRREL CAGE INDUCTION TYPE WITH A HOLLOW SHAFT AND NON-REVERSING MECHANISM, THE MOTORS SHALL BE DRIP PROOF WITH A MAXIMUM AMBIENT TEMPERATURE RATING OF 40 DEGREES CELSIUS, ANC A 1.15 ' SERVICE FACTOR. THE MOTORS SHALL OPERATE ON A 3-PHASE, 460 V'LT, 60 1 11-3 CITY OF RENTON EQUIPMENT NEST HILL PUMP STATION HERTZ FREQUENCY POWER SUPPLY AT A MAXIMUM SPEED OF 1,800 R.P.M. THE MINIMUM MOTOR HORSEPOWER REQUIREMENTS FOR BOOSTER PUMPS NO. 1 AND NO.2 SMALL BE 60 HP EACH. THE THRUST BEARINGS SHALL BE OIL BATH LUBRICATED OR AS RECOMMENDED BY ' THE MANUFACTURER AND APPROVED. THE BEARINGS SHALL BE SO DESIGNED THAT THEIR RATED LIFE WITH THE PUMPS OPERATING AT THEIR DESIGNED DISCHARGE IS NOT LESS THAN 00.000 HOURS. THE RATED LIFE SHALL BE DETERMINED ACCORDING TO THE LATEST STANDARDS OF AFBMA. UPTHRUST PROTECTION OF 30 PERCENT OF THE DOWNTHRUST SMALL ALSO BE PROVIDED IN THE BEARINGS. ' THE CONNECTION BETWEEN THE MOTOR AND THE HEAD SHAFT SHALL BE THROUGH A MANCEACTURER'S RECOMMENDED COUPLING, COMPLETE WITH NON-RELEASE PROTECTION TO PREVENT THE PUMP SHAFT FROM UNSCREWING IN THE EVEN' OF PHASE REVERSAL. FULL VOLTAGE TYPE MOTOR STARTERS SHALL BE SUPPLIED WI;H THE MOTORS. ' EACH MOTOR SHALL HAVE TWO LIFTING LUGS. THE MOTOR WINDINGS SHALL HAVE IMBEDDED TEMPERATURE SENSORS WITH EXTERNAL CONNECTIONS TO THE MOTOR PROTECTORS SPECIFIED IN SECTION 16. 9. DIESEL ENGINE FOR PIMP NO. 3 (FIRE PIMP) ' THE DIESEL ENF.IMC DRIVER FOR FIRE PUMP NO. 3 IS SPECIFIED IN SECTION 3 OF THIS CHAPT- r10. PUMP HEAD AND BARREL THE PUMP HEAD SHALL BE FABRICATED STEEL OR CAST IRON WITH A POSITIVE SEALING BASE PLATE FOR MOUNTING OF THE PUMP BARREL AS SHOWN ON THt PLANS. A SUCTION AND DISCHARGE FLANGE SHALL BE INCORPORATED IN THE ' PUMP HEAD, DESIGNED FOR THROUGH BOLTING OF 125 POUND ASA STANDARD PIPE FLANGES FOR SUCTION CONNECTION AND 250 POUND ASA FLANGES FOR DISCHARGE CONNECTION AS SHOWN ON THE PLANS. THE PUMP HEAD SHALL HAVE TAPS FOR ' SUCTION AND DISCHARGE GAUGING AND A SUCTION BARREL VENT TAP COMPLETE WITH VALVE. THE PUMP BARREL SHALL BE FABRICATED FROM HIGH TENSILE (ASTM A53 OR ' A106) STEEL PIPE WITH A MINIMUM WALL THICKNESS OF 1/0 INCH, THE PUMt BARREL SHALL BE FURNISHED WITH THE MANUFACTURER'S RECOMMENDED SUCTION SPLITTER. ' COATINGS SHALL BE AS SPECIFIED IN SECTION 11.2.15. 11-' CITY OF RENTON EQUIPMENT , WEST HILL PUMP STATION 11. ROYL AND IMPELLER ASSEMBLIES ' THE PUMP SHAFT SHALL BE CONSTRUCTED FROM SOLID HIGH-QUALITY, TURNED AND ' GROUND 416 STAINLESS STEEL SHAFTING AND SHALL OPERATE THE PIMP WITHOUT DISTORTION OR VIBRATION. THE SIZE OF THE SHAFT SHALL BE NO LESS THAN THAT DETERMINED BY AWWA SPECIFICATION E101, SECTION A 5.5 PER TABLE 3, ' (AISI C1045), AND SHALL BE SUCH THAT THE ELONGATION DUE TO THE HYDRAULIC THRUST, WILL NOT EXCEED THE AXIAL CLEARANCE OF THE IMPELLERS IN THE PUMP BOWLS. THE PUMP SHAFT BEARINGS SHALL BE FABRICATED FROM BRONZE AND RUBBER MATERIALS, WATER LUBRICATED AND DESIGNED FOR VERTICAL ' TURBINE PUMP SERVICE. THE HEAD SHAFT SHALL BE A TWO-PIECE DESIGN WITH A COUPLING LOCATED , BETWEEN THE PUMP AND THE MOTOR FOR EASE OF INSTALLATION. AN ADJUSTING METHOD SHALL BE PROVIDED ON THE TOP OF THE HE AOSHAFT TO ALLOW FOR IMPELLER ADJUSTMENT, THIS METHOD SHALL PROVIDE A POSITIVE LOCKING , DEVICE. THE PUMP BOWLS SHALL BE CONSTRUCTED FROM CLOSE-GRAINED CAST IRON, FREE FROM BLOW HOLES, SAND HOLES AND ALL OTHER FAULTS AND SHALL BE ' ACCURATELY MACHINED AND FITTED TO CLOSE DIMENSIONS. THE SUCTION BELL SHALL HAVE A SMOOTH ENTRANCE INLET AND SHALL BE VOID OF ANY THREADS, HOLES OR OTHER FAULTS. EACH BOWL SHALL HAVE A REPLACEABLE IMPELLER ' SEAL RING TO PREVENT SLIPPAGE OF WATER BETWEEN THE BOWL AND THE IMPELLER, THE IMPELLERS SHALL BE FABRICATED FROM BRONZE MATERIALS, WITH A ' SEMI-OPEN OR ENCLOSED DESIGN, ACCURATELY MACHINED, AND BOTH STATICALLY AND DYNAMICALLY BALANCED. THE IMPELLERS SHALL BE ATTACHED TO THE PUMP SHAFT BY A POSITIVE LOCKING TAPERED IMPELLER COLLET AND SHALL BE ' CAPABLE OF VERTICAL ADJUSTMENT BY AN EXTERNAL MEANS. 12. SEALS ' THE LINE SHAFT SEAL SHALL CONSIST OF A PACKED, BLEED-OFF TYPE STUFFING , BOX, WITH A MINIMUM OF TWO CAGE RINGS AND FOUR RINGS OF PACKING. 13. NON-REVERSE RATCHET , A NON-REVERSING MECHANISM SHALL BE INCLUDED IN EACH MOTOR TO PREVENT REVERSE ROTATION OF THE MOTOR IF THE PUMP SHAFT IS TURNING BACKWARDS. ' 14. STRAINER ' A STRAINER HAVING A NET INLET OPENING OF NOT LESS THAN FOUR TIMES THE AREA OF THE SUCTION PIPE SHALL BE PROVIDED. THE STRAINER SHALL BE CORROSION RESISTANT. , 1 11-5 ' CITY OF RENTON EQUIPMENT WEST HILL PUMP STATION 15. COATINGS ALL PUMP BOWLS SHALL BE COATED INSIDE WITH A SMOOTH VITREOUS ENAMEL LINING. A:L OTHER SUBMERGED FERROUS METAL SURFACES SHALL BE EPDXY COATED AS SPECIFIED IN SECTION 9.0 'FINISHES'. ALL WON SUBMERGED FERROUS METAL SURFACES SHALL RECEIVE THE MANUFACTURER'S STANDARD COATING, BUT SHALL NOT BE LESS THAN A 3-5 MIL DRY FILM THICKNESS. FURNISH ONE GALLLON OF THE MANUFACTURER'S STANDARD PAINT FOR TOUCH-UP ' PURPOSES. ' 16. PIMP CONTROLS ALL PUMP CONTROLS ARE SPECIFIED IN SECTION 17.0 'INSTRUMENTATION AND CONTROL". 17. INSTALLATION INSTALLATION OF THE PUMP AND ENGINE UNITS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND DIRECTION. THE INSTALLATION SHALL BE SUPERVISED AND APPROVED BY THE MANUFACTURER'S REPRESENTATIVE PRIOR TO OPERATING OR FIELD TESTING THE UNITS. THE PUMP CAN SHALL BE INSTALLED SEPARATE FROM THE PUMP UNIT SO THAT THE CITY CAN INSPECT THE CONDITION OF ALL COATED SURFACES. DURING THE INSTALLATION OF THE PUMPS IN THE CANS, THE ENGINEER SHALL BE PRESENT TO INSURE THAT THE CAN COATINGS ARE NOT DAMAGED. ' UPON COMPLETION OF THE PUMP(S) AND ENGINE INSTALLATION, 'HE MANUFACTURER SHALL PROVIDE WRITTEN CERTIFICATION THAT, THE EQUIPMENT IS FULLY WARRANTED AS INSTALLED. AFTER INSTALLATION, EACH PUMP AND MOTOR SHALL NOT DEVELOP AMPLITUDES OF VIBRATION EXCEEDING THE LIMITS RECOMMENDED BY THE 12TH EDITION OF ' HYDRAULICS INSTITUTE STANDARDS FOR PUMPS HANDLING CLEAN LIQUIDS. UNITS WHICH VIBRATE IN EXCESS OF THESE STANDARDS SHALL BE DYNAMICALLY BALANCED TO MEET THE REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL ' NECESSARY HARDWARE TO TEST THE VIBRATION FOR COMPLIANCE WITH THESE DOCUMENTS. ' 3. DIESEL ENGINE 1 1. GENERAL ' THE GENERAL DESIGN OF THE ENGINE FURNISHED SHALL BE THE MANUFACTURER'S STANDARD, EXCEPT WHERE IT DIFFERS FROM THE REQUIREMENTS OF THESE SPECIFICATIONS. THE DIESEL ENGINE IS TO BE INSTALLED AT AN ELEVATION ' OF 50 FEET ABOVE SEA LEVEL AND SHALL MEET ALL PERFORMANCE RFQUIREMENTS ' 11-6 CITY OF RENTON EQUIPMEN' ' NEST HILL PIMP STATION SPECIFIED HEREIN WHEN INSTALLED AT THAT ALTITUDE. THE ENGINE SHALL, AS ' A MINIMUM, BE IN ACCORDANCE WITH THE REQUIREMENTS OF THIS SPECIFICATION AND MAY BE THE MANUFACTURER'S STANDARD COMMERCIAL PRODUCT WITH ADDED , FEATURES NEEDED TO COMPLY WITH 7147SE REQUIREMENTS. ADDITIONAL OR BETTER FEATURES WHICH ARE NOT )PECIFICALLY PROHIBITED BY THIS SPECIFICATION, BUT WHICH ARE A PART OF THE MANUFACTURER'S STANDARD COMMERCIAL PRODUCTS, SHALL BE INCLUDED IN THE ENGINE BEING FURNISHED. STANDARD COMMERCIAL PRODUCT IS A PRODUCT WHICH HAS BEEN OR WILL BE SOLD ON THE COMMERCIAL MARKET THROUGH ADVERTISEMENTS OR MANUFACTURER'S ' CATALOGS, OR BROCHURES, AND REPRESENTS THE LATEST PRODUCTION MODEL. EXPOSED PARTS WHICH ARE SUBJECT TO H;GH-OPERATING TEMPERATURES OR WHICH ARE ENERGIZED ELECTRICALLY, AND MOVING PARTS WHICH ARE OF SUCH NATURE , OR SO LOCATED AS TO BE A HAZARD TO OPERATING PERSONNEL, SHALL BE INSULATED, ENCLOSED, OR GUARDED. SAFETY DEVICES AND SAFETY MEASURES SHALL NOT IMPAIR THE PROPER FUNCTIONING OF ANY PART OF THE SET. , PARTS WHICH REQUIRE ADJUSTMENT OR SERVICING (NOT REPAIR OR REPLACEMENT) TO PERMIT OPERATION OF THE SETS, SHALL BE ARRANGED TO PROVIDE OPTIMUM ' EASE OF SERVICING. ADJUSTMENT, REPAIR, AND REPLACEMENT OF PARTS, ASSEMBLIES, AND ACCESSORIES SHALL BE POSSIBLE WITH MINIMUM DRAINAGE AND MINIMUM DISTURBANCE OF THE SET. MAINTENANCE SHALL BE POSSIBLE BY THE USE OF COIMON TOOLS. ' 2. RATING ' RATING, OF THE DIESEL ENGINE-GENERATOR SET SHALL BE BASED ON OPERATION OF THE SET WHEN EQUIPPED WITH ALL NECESSARY OPERATING ACCESSORIES SUCH AS RADIATOR, FAN, AIR CLEANERS, LUBRICATING OIL PUMP, FUEL INJECTION , PUMP, JACKET WATERPUMP, GOVERNOR CHARGING GENERATOR. THE ENGINE SHALL BE A TURBOCHARGED 4-CYCLE DIESEL TYPE WITH A MINIMUM POWER OUTPUT OF 125 HORSEPOWER AT A SPEED NOT EYCEEDING 1,800 R.P.M. AND A MAXIMUM BMEP ' RATING OF 160 PSI. 3. ELECTRIC STARTING SYSTEM ' THE ENGINE SHALL BE EQUIPPED WITH AN ELECTRIC STARTING SYSTEM OF SUFFICIENT CAPACITY TO CRANK THE ENGINE AT A SPEED WHICH WILL ALLOW FOR ' FULL DIESEL START OF THE ENGINE. THE STARTING PINION SHALL BE SO ARRANGED AS TO DISENGAGE AUTOMATICALLY WHEN THE DIESEL ENGINE STARTS. STORAGE BATTERIES WITH RACK SHALL BE FURNISHED HAVING SUFICIENT , CAPACITY FOR CRANKING THE ENGINE FOR AT LEAST 30 SECONDS AT FIRING SPEED IN THE AMBIENT TEMPERATURES SPECIFIED AND WITH CAPACITY FOR ' STARTING THE DIESEL ENGINE A MINIMUM OF THREE TIMES. A SUITABLE TRICKLE CHARC14G DEVICE SIMILAR TO RAYTEL COMPANY CONSTANT CURRENT UNITS SHALL ALSO BE PROVIDED. THE BATTERIES SHALL BE HOUSED IN ' AN ACID-RESISTANCE BOX, WHICH SHALL BE MOUNTED ON THE ENGINE FRAME AND 11-7 ' CITY OF RENTON EQUIPMENT WEST HILL PIMP STATION ADJACENT TO THE ENGINE. LOCATION OF THE BATTERY HOUSING SHALL NOT eINTERFERE WITH MAINTENANCE AND INSPECTION OF THE ENGINE. ' 4. COOLING SYSTEM THE COOLING SYSTEM SHALL CONSIST OF A FRAME-MOUNTED RADIATOR WITH ENGINE WATER PIMP, FAN, ASSEMBLY, AND FAN GAURD. RADIATOR CAPACITY SHALL BE ADEQUATE USING ENGINE FAN COOLING TO MAINTAIN SAFE OPERATION AT AN AMBIENT TEMPERATURE OF 105 DEGREES FAHRENHEIT. ' AN ENGINE THERMOSTAT SHALL BE PROVIDED TO REGULATE ENGINE WATER TEMPERATURE AS RECOMMENDED BY THE MANUFACTURER. INCLUDED IN THE COOLING LOOP SHALL BE A HIGH-COOLANT TEMPERATURE DEVICE TO SHUT DOWN THE ENGINE THROUGH THE ENGINE CONTROL PANEL WHEN THE ENGINE TEMPERATURE IS EXCESSIVE. COOLING SYSTEM WATER HEATERS SUITABLE FOR OPERATION ON 120-VOLT, 60-HZ CURRENT SHALL ALSO BE PROVIDED TO MAINTAIN ENGINE WATER TEMPERATURE AT 120 DEGREES FAHRENHEIT AT AN AMBIENT TEMPERATURE OF 50 DEGREES FAHRENHEIT, THE HEATERS SHALL BE THERMOSTATICALLY CONTROLLED KIM JACKET HEATERS OR APPROVED EQUAL. THE ENGINE COOLING SYSTEM SHALL BE FILLED WITH A MIXTURE OF WATER, ANTI-FREEZE AND CORROSION INHIBITOR TO PROVIDE FREEZING PROTECTION AT AN AMBIENT TEMPERATURE AT -10 DEGREES FAHRENHEIT. PROVIDE THERMOSTATICALLY CONTROLLED DAMPERS, MOUNTED BETWEEN THE RADIATOR AND THE WALL LOUVERS THAT WILL CLOSE TIGHT AND DRAFT FREE WHEN t THE ENGINE IS NOT RUNNING. THE DAMPERS SHALL BE MOUNTED AND INSTALLED, INTEGRAL WITH THE SKID MOUNTED ENGINE ASSEMBLY. ' 5. AIR CLEANERS ' THE ENGINE SHALL BE PROVIDED WITH ONE OR MORE DRY TYPE AIR CLEANERS OF SUFFICIENT CAPACITY TO EFFECTIVELY PROTECT THE WORKING PARTS OF THE ENGINE FROM DUST, GRIT, AND ASH. 6. GOVERNOR SYSTEM ' ENGINE SPEED SHALL BE CONTROLLED BY EITHER A HYDRAULIC OR MECHANICAL GOVERNOR PROVIDING NOT MORE THAN 5% REGULATION. THE THROTTLE SHALL BE FITTED WITH AN AU'OMATIC SOFT START UNIT WHICH WILL THROTTLE THE ENGINE ' FROM AN IDLE AT START TO FULL R.C.M. WITHIN AN ADJUSTABLE PERIOD OF TIME, (0-1 MINUTE). UNIT SHALL OPERATE ON CLOSURE OF ENGINE START CONTACTS. A COOL DOWN PERIOD OF 3-10 MINUTES SHALL BE PROVIDED WITH ' THE ENGINE AUTOMATICALLY RETURNING TO IDLE FOR COOL DOWN. AN OVERSPEED TRIP SHALL ALSO BE PROVIDED. 11-8 CITY OF RENTON EQUIPMENT ' WEST HILL PUMP STATION 7. LUBRICATION , THE ENGINE SHALL HAVE A GEAR-TYPE LUBRICATING OIL PUMP FOR SUPPLYING , OIL UNDER PRESSURE TO MAIN BEARINGS, CRANK PIN BEARINGS, PISTONS, PISTON PINS, TIMING GEARS, CAMSHAFT BEARINGS, AND VALVE ROCKER MECHANISM. ' AN EFFECTIVE LUBRICATING OIL FILTER SHALL BE PROVIDED AND SO LOCATED AND CONNECTED THAT LUBRICATING OIL 1S CONTINUOUSLY FILTERED AND CLEANED. FILTERS SHALL BE ACCESSIBILE, EASILY REMOVED, AND CLEANED AND SHALL BE EQUIPPED WITH A SPRING-LOADED BY-PASS VALVE AS AN INSURANCE AGAINST ' STOPPAGE OF LUBRICATING OIL CIRCULATION IN EVENT THE FILTERS BECOME CLOGGED. THE ENGINE SHALL HAVE A SUITABLE LUBRICATING OIL COOLER, EITHER , AIR-COOLED OR WATER-COOLED, AND PROVISION FOR DRAINING TAE OIL BY PIPING OR OTHER MEANS TO THE OUTSIDE OF THE ENGINE BASE. ' THE ENGINE LUBRICATING SYSTEM SHALL BE EQUIPPED WITH A DEVICE TO SHUT DOWN THE ENGINE THROUGH THE ENGINE CONTROL PANEL ON LOW OIL PRESSURE, 6, FRAME AND ENCLOSURE THE ENGINE SHALL BE FACTORY-ASSEMBLED AND ALIGNED ON A STRUCTURAL STEEL , FRAME. THE FRAME SHALL BE CONSTRUTED SO AS TO INSURE PROPER ALIGNMENT OF ALL ROTATING PARTS AND TO PREVENT VIBRATION BUILD UP, THE BASE SHALL PERMIT SKIDDING IN ANY DIRECTION DURING INSTALLATION AND SHALL BE PROVIDED WITH SUITABLE HOLFS FOR FOUNDATION BOLTS AND VIBRATION ISOLATORS, VIBRATION ISOLATORS, SUITABLE FOR INTERFACING BETWEEN CONCRETE AND STEEL, SHALL ALSO BE PROVIDED. ' THE SET SHALL HAVE PROt ISION FOR CONVENiENTLY ATTACHING HOISTING SLINGS AS WELL AS FOR FORK LIFT PICK UP. ' THE SET SHALL BE ENCLOSED IN A SOUND ISOLATING HOUSING WHICH WILL REDUCE NOISE EMMISION FROM THE ENGINE BY AT LEAST 15 DO. THE HOUSING SHALL BE OF RUGGED STEEL CONSTRUCTION, PAINTED INSIDE AND OUT WITH , RUST-INHIBITING PRIMER AND FINISHING COATS OF PAINT AS SPECIFIED UNDER "FINISHES". EXPANDED METAL PANELS OR FIXED LOUVERS SHALL BE PROVIDED AT RADIATOR ' AND END OF THE HOUS.'NG FOR AMPLE AIR FLOW TO INSURE PROPER CODLING AT THE MOST SEVERE ENVIRONMENTAL CONDITIONS SPECIFIED. , SIDE PANELS SHALL BE EASILY REMOVABLE FOR SERVICING AND MAINTENANCE WORK. ALL CONTROLS AND INDICATORS SHALL BE MOUNTED EXTERIOR TO THE HOUSING. ' 11-9 ' CITY OF R£NTON EQUIPMENT ' WEST HILL PUMP STATION ' 9. EXHAUST SYSTEM THE MUFFLER SHALL BE RATED FOR CRITICAL SILENCING AND SHALL BE ' FURNISHED WITH THE ENGINE. IT SHALL BE OF SUFFICIENT SIZE TO INSURE AGAIKT LOSS OF POWER DUE TO EXCESSIVE BACK PRESSURE. A FLEXIBLE EXHAUST ADAPTER AT LEAST 16 INCHES LONG SHALL BE FURNISHED FOR EXHAUST OUTLET TO THE MUFFLER, ALL INDOOR EXHAUST PIPING SHALL BE PROPERLY LAGGED WITH KAYLO 1800 DEGREES FAHRENHEIT INSULATION. ALL EXHAUST PIPING SHALL BE STAINLESS STEEL. PROVIDE HANGERS AS SHOWN ON THE DRAWINGS. ' THE EXHAUST SYSTEM FOR THE DIESEL ENGINE SHALL BE AS SHOWN ON THE PLANS, AND SHALL CONFORM TO THE CODES SET FORTH IN THE NATIONAL FIRE PROTECTION ASSOCIATION, VOLUME 4, SECTION 211, AND SHALL COMPLY WITH THE RECOMMENDATION FOR EXHAUST SYSTEMS AS SPECIFIED BY THE DIESEL tENGINE MANUFACTURER. ALL HORIZONTAL RUNS OF EXHAUST. PIPE SHALL BE PITCHED DOWNWARD, AWAY ' FROM THE ENGINE. THE EXHAUST SYSTEM MUST BE COMPLETELY SUPPORTED SO NO WEIGHT OR STRESS IS APPLIED TO THE ENGINE EXHAUST MANIFOLD OR TURBOCHARGER, AND SO THE SYSTEM CAN BE SUPPORTED WITHOUT THE ENGINE IN PLACE. 10. FUEL SYSTEM ' THE ENGINE SHALL OPERATE ON A COMMERCIAL GRADE OF DISTILLED NO. 2 DOMESTIC BURNER OIL. DIESEL ENGINES REQUIRING A PREMIUM FUEL WILL NOT ' BE CONSIDERED. INJECTION PUMPS AND INJECTION VALVES SHALL BE A TYPE NOT REQUIRING ' ADJUSTMENT IN SERVICE AND SHALL BE CAPABLE OF QUICK REPLACEMENT BY ORDINARY MECHANICS WITHOUT SPECIAL DIESEL EXPERIENCE. FUEL INJECTION PUMPS SHALL BE POSITIVE ACTION, CONSTANT-STROKE PUMPS, ' ACTUATED BY A CAI DRIVEN BY GEARS FROM THE ENGINE CAMSHAFT. FUEL LINES BETWEEN INJECTION PUMPS AND VALVES SHALL BE OF HEAVY ' SEAMLESS TUBING, AND, TO ELIMINATE IRREGULARITY OF FUEL INJECTION, SHALL BE OF THE SAME LENGTH FOR ALL CYLINDERS. THE FUEL SYSTEM SHALL BE EQUIPPED WITH A FUEL FILTER HAVING REPLACEABLE ' ELEMENTS WHICH MAY BE EASILY REMOVED FROM THEIR HOUSING FOR REPLACING WITHOUT BREAKING ANY FUEL LINE CONNECTIONS, OR DISTURBING THE FUEL PUMPS OR ANY OTHER PART OF THE ENGINE. ALL FUEL FILTERS SHALL BE CONVENIENTLY LOCATED IN ONE ACCESSIBLE HOUSING, AHEAD OF THE INJECTION PUMPS SO THAT THE FUEL WILL HAVE BEEN THOROUGHLY FILTERED BEFORE IT 11-10 CITY OF RENTON EQUIPMENT WEST HILL PUMP STATION REACHES THE PUMP. NO SCREEN OR FILTER REQUIRING CLEANING OR ' REPLACEMENT WILL BE USED IN THE INJECTION PUMP OR INJECTION VALVE ' ASSEMBLIES. PROVIDE ONE 240 GALLON EXTERNAL STORAGE TANK AND ALL NECESSARY APPURTENANCES REQUIRED TO CONNECT THE SYSTEM TO THE ENGINE. THE ' EXTERNAL STORAGE TANK SHALL BE CESIGNEO FOR UNDERGROUND STORAGE. THE TANK SHALL BE PROVIDED WITH A FUEL LEVEL GAGE, DRAIN, LOCKABLE FUEL PIPE AND SHALL BE VENTED. THE FUEL FEED LINE SHALL BE VALVED AT THE ENGINE, BUT THE FUEL RETURN LINE SHALL N07 BE VALVED. THE RETURN LINE SHALL BE MOUNTED IN THE TOP GF THE TANK TO PREVENT FUEL SIPHON INTO THE BUILDING WHEN THE LINE IS DISCONNECTED. ALL FUEL LINES SHALL HAVE ' FLEXIBLE SECTIONS BETWEEN THE FLOOR SLAB AND THE ENGINE TO ABSORB VIBRATION, THE FUEL STORAGE SYSTEM SHALL BE INSTALLED ACCORDING TC THE DIESEL ' ENGINE MANUFACTURER'S RECOMMENDATIONS AND SHALL CONFORM TO THE NATIONAL FIRE PROTECTION CODE AND .91FORM BUILDING CODE. FILL F„EL STORAGE TANK AT COMPLETION OF PROJECT. 11. FINISHES ' THE DIESEL ENGINE SET AND ACCESSORIES SMALL BE PRIMED AND PAINTED IN CONFORMITY WITH THE MANUFACTURER'S STANDARD PRACTICE. ' THE HOUSING SHALL BE FACTORY PRIMED AND PAINTED WITH THE FINISHING COLORS BEING OF THE MANUFACTURER S STANDARD. ' MANUFACTURER SHALL SHIP WITH THE UNIT A QUART OF TOUCH-UP PAINT FOR EACH OF THE FINISHES. 12. CONTROL PANEL THE CONTROL PANEL SHALL BE MOUNTED ON THE EXTERIOR OF THE ACOUSTIC ' HOUSING, AND SHALL BE LOCATED ON THE LEFT SIDE OF THE ENGINE WHEN FACING THE RADIATOR FROM THE FLYWHEEL END OF THE ENGINE. THE ' INSTRUMENT AND CONTROL PANEL SHALL INCLUDE, BUT NOT BE LIMITED TO: 1. OIL PRESSURE GAUGE 2. COOLANT TEMPERATURE GAUGE , 3. FUCL TANK LEVEL GAUGE 4. TACHOMETER 5. OPERATING HOURMETER ' 6. H.O.A. SELECTOR SWITCH 11-11 , CITY OF RENTQN EQUIPMENT NEST HILL DUMP STATION 13. ALARM SYSTEM ' A FAILURE ALARM SYSTEM SHALL BE PROVIDED Ti 'T WILL OPERATE A DRY CONTACT CLOSURE FOR TRANSMISSION OF THE ALARM TO A REMOTE LOCATION, AND SHUTDOWN ' THE ENGINE ON ACTIVATION OF ANY OF THE FOLLOWING CONDITIONS: 1. HIGH COOLANT TEMPERATURE 2. LOW OIL PRESSURE ' 3. MOTOR OVERSPEED 4. MOTOR FAIL TO STAR' 5. R.A. DRIVE COOLING FAILURE THE ALARM PANEL SHALL HAVE A RESET PUSHBUTTON FOR ACKNOWLEDGING THE ALARM CONDITIONS, AND LATCHING INDICATING LIGHTS FOR EACH ALARM PCINT TO DISPLAY TO OPERATING PERSONELL THE REASON FOR THE ENGINE SHUTDOWN, THE LIGHTS SHALL BE LABELED AS SHOWN ABOVE. ' 14. CONTROLS CONTROLS ARE SPECIFIED IN SECTION 17. IS. INSTALLATION ' THE ENGINE SHALL BE INSTALLED IN CONFORMITY WITH THE PLANS AND MANUFACTURER'S INSTRUCTION AND UNDER MANFUACTURER'S DIRECT SUPERVISION. t INSTALLATION OF THE ANCILARRY CIRCUITS FOF BATTERY CHARGER, ENGINE HEATERS, ETC., SHALL BE EXECUTED IN CONFORMITY WITH THE PLANS. PRIOR TO SHIPMENT, THE SET SHALL BE TESTED FOR CORRECT OPERATION UNDER LOAD AT THE MANUFACTURER'S PLANT, SUBSEQUENT TO INSTALLATION, THE CONTRACTOR SHALL TEST THE SEi FOR PROPER OPERATION PRIOR TO ACCEPTANCE TESTING. 16. TESTING iWHEN PRELIMINARY TESTING HAS VERIFIED THAT THE SET 1S OPERATING CORRECTLY, THE CONTRACTOR SHALL NOTIFY THE OWNER OF A TIME SCHEDULE OF ' ACCEPTANCE TESTING. DURING THIS PERIOD, THE SERVICE REPRESENTATIVE SHALL INSTRUCT THE OWNER HOW TO OPERATE. ADJUST, AND MAINTAIN THE SET. ACCEPTANCE OF THE SET SMALL BE IN WRITING SUBSEQUENT TO AFIRMATION OF SATISFACTORY PERFORMANCE. 1 1 ' 11-12 CITY OF RENTON EQUIPMENT WEST HILL PUMP STATION 1 4. RIGHT ANGLE ORIYE PROVIDE ONE RIGHT ANGLE GEAR DRIVE TO COUPLE THE DIESEL ENGINE DRIVER TO THE FIRE PUMP. THE RIGHT DRIVE SHALL HAVE A 1:1 GEAR RATIO AND SHALL BE A JOHNSON OR AMARILLO RIGHT ANGLE GEAR DRIVE UNIT OR APPROVED EQUAL. THE DRIVE SHAFT BETWEEN THE DIESEL ENGINE AND RIGHT ANGLE ' DRIVE SHALL BE A SPICER INDUSTRIAL GRADE DRIVE SHAFT OR APPROVED EQUAL. RATED CAPACITY OF THE RIGHT ANGLE GEAR DRIVE AND DRIVE SHAFT SMALL MEET OR EXCEED THE HORSEPOWER TRANSMITTED. APPROVAL MUST BE ' OBTAINED PRIOR TO BID SUBMITTAL. RIGHT ANGLE GEAR DRIVE SHAFT SHALL BE FABRICATED FROM SOLID (AIOB) ' STEEL AND THE GEARS FROM CASE HARDENED STEEL ALLOY, THE COUPLING BETWEEN THE PUMP HEAD SHAFT SMALL BE A CLOSE COUPLED, STANDARD THREE-PIECE COUPLING, AND THE CONNECTION BETWEEN THE ENGINE DRIVE SHAFT SHALL BE A STANDARD KEY SEAT COUPLING. A NON-REVERSE MECHANISM ' SHALL BE FURNISHED TO PREVENT REVERSE ROTATION OF THE SHAFT DURING ENGINE FAILURE. AN ADJUSTING MECHANISM SHALL BE PROVIDED ON TOP OF THE THRUST BEARINGS TO ALLOW FOR IMPELLER ADJUSTMENT. ' THE THRUST BEARINGS SHALL BE OIL BATH LUBRICATED OR AS RECOMMEMDED BY THE MANUFACTURER AND APPROVED BY THE ENGINEER. THE BEARINGS SHALL BE SO DESIGNED THAT THEIR RATED LIFE WITH THE PUMPS OPERATING AT THEIR ' DESIGN DISCHARGE IS NOT LESS THAN 40,030 HOURS. THE RATED LIFE SHALL BE DETERMINED ACCORDING TO THE LATEST STANDARD OF AFBMA. UPTHRUST PROTECTION OF 30 PERCENT OF THE DOWNTHRUST SHALL ALSO BE PROVIDED IN ' THE BEARINGS. A POSITIVE PRESSOR . OIL DISTRIBUTION SYSTEM SHALL ALSO Sc PROVIDED TO LUBRICATE THE BEARING AND GEAR SURFACES. THE GEAR DRIVE COVER SHALL 4E CONSTRUCTED FROM CAST IRON AND DESIGNED ' FOR THROUGH BOLTING TO THE PUMP HEAD. THE TOP OF THE COVER SHALL BE DESIGNED TO ACCOMODATE EXCESS HEADSHAFT TO ALLOW FOR IMPELLER ADJUSTMENT. ' THE ENGINE DRIVE SHAFT SHALL BE INDUSTRIAL GRADE, DESIGNED TO MEET OR EXCEED THE HORSEPOWER 'aANSMITTED AND HAVE A MINIMIM TEARING LIFE OF ' 40,000 HOURS. THE SHA SMALL BE FABRICATED FROM SOLID (AIOB) STEEL. THE DRIVE SHAFT CONNECT.UR TO THE RIGHT ANGLE GEAR DRIVE >HALL D: BY A STANDARD KEY SEAT AND TO THE DIESEL ENGINE BY A SPLINE COUPLING, THE t LENGTH OF THE DRIVE SHAFT SHALL BE AS REQUIRED. THE MAXIMUM INSTALL£C, JOINT ANGLE SHALL RE NO GREATER THAN FIVE DEGREES FROM HORIZONTAL. THE SHAFT SHALL BE DYNAMICALLY BALANCED. PROVIDE AN OSHA APPROVED SHAFT GUARD OVER THE DRIVE SHAFT AND -NGINE FLYWHEEL OF NOT LESS THAN , 14 GAUGE STEEL WHICH SHALL BE SO CONSTRUCTED AS TO SUPPORT A 200 POUND POINT LOAD A' ANY LOCATION ON THE GUARD WITH LESS THAN 1/4 INCH TOTAL DEFLECTION. , THE WATER COOLING LINE SHALL BE TAPPED INTO THE PUMP DISCHARGE PIPING ON THE LOW PRESSURE SIDE OF THE CHECK VALVE AND SHALL BE EQUIPPED WITH , A PRESSURE RELIEF VALVE SET AT 80 PSI. WHEN THE PUMP IS NOT OPERATING THE PRESSURE IN THE LINE WILL BE LESS THAN 80 PSI AND THE COOLING LINE WILL BE CLOSED. WHEN THE PUMP STARTS AND THE PRESSURE IN 11-13 , ' CITY OF RENTON EQUIPMENT WEST HILL PUMP STATION THE DISCHARGE PIPE EXCEEDS 80 PSI THE RELIEF VALVE WILL OPEN AND WATER ' WILL FLOW THROUGH THE COOLANT LINE TO THE RIGHT ANGLE DRIVE. THE COOLANT LINE SHALL BE 1/4• COPPER WITH 1/2" NPT FITTINGS. THE COOLANT LINE SHALL ALSO BE PROVIDED WITH A FLOW MONITOR/SWITCH AND VALVE. THE ' FLOW MONITOR/SWITCH SHALL BE EQUAL TO A UFI MODEL OK6G-4-41-ONL-1U. THE VALVE SHALL BE BRASS AND SUITABLE FOR THROTTLING THE FLOW RATE. INSTALLATION OF THE RIGHT ANGLE DRIVE SHALL BE IN ACCORDANCE WITH THE ' MANUFACTURER'S RECOMMENDATION. 5. FLOW METER PROVIDE ONE PROPELLER T,'PE FLOW METEP SUITABLE FOR MOUNTING ON THE SUCTION SIDE OF THE PUMPS, AS SHOWN ON THE DRAWINGS. THE METER SPOOL SHALL BE 12" SIZE WITH FLANGE ENDS, RATED FOR 150 PSI. THE PROPELLER SHALL BE POLYETHYLENE PLASTIC, AND THE ACCURACY OF THE ENTIRE SYSTEM SHALL BE WITHIN 21 OF THE ACTUAL FLOW RATE. THE FLOW RATES iHROUGH THE METER WILL BE 600 GPM MINIMUM AND 2200 GPM MAXIMUM. ' METER TUBES SHALL BE FURNISHED WITH THREE STRAIGHTENING VANES DIRECTLY UPSTEAM OF THE METERHEAD ASSSEMBLY AND PROTECTED INTERNALLY AND ' EXTERNALLY WITH NEOPRENE RUBBER COATING. METERHEAD TO BE CONNECTED TO THE TUBE BY MEANS OF A FLANGED BOLT CONNECTION DESIGNED FOR EASY REMOVAL FROM THE TUBL FOR INSPECTION OR REPAIP. METER TUBE TO HAVE INSIDE DIAMETER NO LESS THAN THE SIZE OF THE PIPE REQUIRED. THE METER SHALL BC EQUIPPED WITH A SIX DIGIT DIRECT READING TOTALIZER WHICH SHALL REGISTER IN HUNDREDS OF GALLONS, A SPEEDOMETER TYPE INDICATOR WHICH DIRECTLY DISPLAYS FLOW IN GALLONS PER MINUTE, A SWEEP TYPE TEST HAND AND A PULSE GENERATOR WHICH IS OF THE OPTICAL TYPE AND WHICH PROVIDFS A 20 PULSE PER SECOND OUTPUT AT FULL SCALE. SCALE RANGE SHALL BE 0-2500 GALLONS PER MINUTE. THE FLOW RATE INDICATOR AND t TOTALIZER SHALL BE GEARED DIRECTLY TO THE PROPELLER AND SHALL BE INDEPENDENT OF THE PULSE GENERATOR. THE METER SMALL BE INDEPENDENT OF THE PULSE GENERATOR. THE METER SHALL BE A SPARLING TYPE 102 OR APPROVED EQUAL, THE METER HEAD SHALL BE A SPARLING TYPE FT245P OR ' APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID. THE METER SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ' MANUFACTURER'S RECOMMENDATIONS. ' 6. PRESSURE GAUGES PROVDE TWO, REMOTE READING DIGITAL PRESSURE INDICATORS FOR DISPLAYING ONE SUCTION PRESSURE, AND ONE DISCHARGE PRESSURE READING. ' THE PRESSURE TRANSDUCER SHALL BE EQUAL TO AMETEK CONTROLS MODEL 57M, AND SHALL BE A SILICON CTRAIN GAUGE, FULLY ACTIVE WHEATSTONE BRIDGE ' TYPE. THE TRANSDUCERS Sh„LL HAVE ALL WETTED PARTS STAINLESS STEEL AND SHALL ALL BE SOLID STATE, INERT OIL :.EALED, WITH HASTELLOY C276 DIAPHRAGMS OR EQUAL. FILL FLUID SHALL BE SILICON OR FLOUROLUBE. THE TRANSDUCERS SHALL HAVE 1/4" NPT FEMALE TAPS, 1 ' 11-14 CITY OF RENTON EQUIPMENT ' WEST HILL PUMP STATION t THE REMOTE DIGITAL DISPLAY SHALL BE EQUAL TO AMETEK CONTROLS MODEL ' 570, WHICH WILL INDICATE THE GAUGE PRESSURE IN THE PIPE IN POUNDS PER SQUARE INCH. THE TOTAL SYSTEM OF TRANSDUCER AND DISPLAY SHALL BE AT LEAST 2% ACCURATE. THE DIGITAL DISPLAY SHALL HAVE 7 SEGMENT LED'S WHICH ARE GREATER THAN 1/2 INCH HIGH OVERALL. THE DISPLAY SHALL ' OPERATE ON 115 VAC AND SHALL INTERNALLY GENERATE THE POWER NECESSARY TO EXCITE THE TRANSDUCER. THE SUCTION PRESSURE INDICATOR SHALL HAVE A SINGLE SET POINT FOR LOW , SUCTION SHUTDOWN, AND THE DISCHARGE PRESSURE INDICATOR SHALL HAVE DUAL SETPOINTS FOR LOW ;miD HIGH DISCHARGE PRESSURE SHUTDOWN. THE SETPOINTS ' SHALL BE NON-INTERACTING AND SCREW-ORiVER ADJUSTABLE. THE TRANSDUCERS AND DISPLAY SHALL BE INSTALLED AS SHOWN ON THE PLANS. PROVIDE SUITABLE PULSATION DAMPENERS TO PROTECT THE TRANSDUCERS FROM , PRESSURE "CHATTER°. PROCESS FLUID - POTABLE WATER , MIN. SUCTION PRESSURE - 0 PSI MAX. SUCTION PRESSURE - 90 PSI MIN. DISCHARGE PRESSURE - 0 PSI MAX. 0ISCHARGE PRESSURE - 175 PSI• t TRANSDUCER CABLE LENGTH - 40 FEET MAX, SEE DRAWINGS. * DOES NOT INf LUDE SURGE OR TRANSIENTS. ' 7. WALL VENTILATOR , PROVIDE ONE DIRECT-DRIVE TYPE WALL VENTILATOR SUITABLE FOR MOUNTING IN A 16 INCH X BY 16 INCH X 10 INCH WALL OPENING. THE VENTILATOR SHALL UELIVER A MINIMUM OF 1,350 CFM AT 0 INCHES WATER COLUMN AND 1,000 CFM , AT 0. 25 INCHES WATER COLUMN. THE FAN SPEED SHALL BE 1,800 RPM MAXIMUM. THE MOTOR SHALL BE TOTALLY ENCLOSED WITH LUBRICATED BALL BEARINGS AND ' AUTOMATIC RESETTING THERMAL OVERLOADS. THE MOTOR SHALL BE SIZED AND COMPETELY SUITABLE FOR OPERATING THE FAN AT THE PERFORMANCE SPECIFIED. ' THE FAN SHALL HAVE A WALL COLLAR AND A SHUTTER OF GALVANIZED STEEL. THE SHUTTER SHALL MOUNT FLUSH WITH THE LXTER10R OF THE BUILDING. THE SHUTTER BLADES SHALL BE COUNTER BALANCED TO OPEN EASILY AND SHALL ' PIVOT ON NYLON BEARINGS. THE UNIT SHALL BE EQUIPPED WITH A MOTOR SIDE WIRE GUARD, ZINC-PLATED, t AND SHALL COMPLY WITH ALL OSHA REGULATIONS. THE EXTERIOR SHALL BE FITTED WITH A BIRD SCREEN. THE VENTILATOR L BE CONTROLLED BY BOTH A THERMOSTAT AND , HUMIDISTAT, TO BE SUPPLIED BY THE VENTILATOR CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 11-15 ' CITY OF RENTON EQUIPMENT WEST HILL PUMP STATION THE VENTILATOR SHALL BE AN ACME DYNAMASTER F0129H1 OR EQUAL. THE WALL VENTILATOR SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ' MANUFACTURER'S RECOMMENDATIONS. 8. WALL DAMPER PROVIDE ONE HINGED SHUTTER WALL DAMPER FOR FRONT FLANGE MOUNTING IN A 36" X 36" X 10" WALL OPENING. THE DAMPER SHALL BE CAPABLE OF PASSING ' 10,500 CUBIC FEET PER MINUTE OF AIR WITH A MAXIMUM PRESURE DROP OF 0.2 INCHES OF WATER. THE UNIT SHALL HAVE A STEEL ANGLE FRAME AND 26 GAUGE BLADES OF ROLL FORMED ALUMINUM, THE INNER EDGE OF THE FRAME SHALL BE FACTORY WEATHER STRIPPED. THE WALL DAMPER SHALL BE EQUAL TO AN ELGO MODEL 3123, STANDARD „JTY. THE EXTERIOR OF THE DAMPER SHALL BE EQUIPED WITH A BIRD SCREEN. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. DELIVER UNIT PRIMED AND READY TO ' PAINT. 9. MALL VENT FOR ENGINE RADIATOR EXHAUST ' PROVIDE ONE FIXED LOUVERED WALL VENT FOR THE ENGINE RADIATOR EXHAUST FOR REAR FLANGE MOUNTING IN A 48"X 48" X i0" WALL OPENING. THE VENT SHALL BE CONSTRUCTED OF HEAVY GAUGE' SHEET STEEL AND SHALL HAVE A FRAME DEPTH OF 6 INCHES. THE BLADES SHALL BE 14 GAUGE STEEL MINIMUM. PROVIDE COMPLETE WITH EXTERIOR BIRD SCREEN. THE WALL VENT SHALL BE AN ELGO MODEL 3313 OR EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURER'S ' RECOMMENDATION. DELIVER UNIT PRIMED AND READY TO PAINT. ' 10. DISCHARGE PRESSURE GAUGES PROVIDE THREE DISCHARGE PRESSURE GUAGES FOR MOUNTING ON THE DISCHARGE OF PUMP NO. 1, 2 ANO 3 AS SHOWN ON THE DRAWINGS. THE GAUGE SHALL BE ' SUITABLE FOR INDICATING THE PRESSURE IN A POTABLE WATER PIPE. THE GAUGE SHALL BE EQUAL TO 3D INSTRUMENTS MODEL NO. 2550426B51 INDUSTRIAL PROCESS GAUGE. THE GAUGE SHALL HAVE A 1/4" NPT BOTTOM-MOUNT FITTING WITH A 4-1/2" DIAMETER DIAL FACE AND A SCALE OF 0-300 PSIG. THE GAUGES SHALL BE PROVIDED WITH PULSATION DAMPENERS AND GAUGE COCKS AND SHALL BE MOUNTED ON THE DISCHARGE PRESSURE PORTS OF THE PUMP DISCHARGE ' HEADS. 11. SUCTION PRESSURE GAUGES ' PROVIDE ONE SUCTION PRESSURE GAUGE ON THE SUCTION TAP OF PUMP NUMBER 3. GAUGE SHALL COMPLY WITH THE REQUIREMENTS OF THE DISCHARGE PRESSURE GAUGES ABOVE. t 11-16 CITY OF RENTGN EQUIPMENT ' WES' HILL PUMP STATION 12. HOIST AND TROLLEY ' PROVIDE ONE HAND CHAIN HOIST AND TROLLEY TO MOUNT ON THE CRANE RAIL ' FOR PUMP REMOVAL AND REINSTALLATION, EQUAL TO BUDGIT HOIST NUMBER 264, AND BUCSIT TROLLEY NUMBER 905480. HOIST , FRAME SHALL BE CAST STRUCTURAL ALUMINUM ALLOY MACHINED TO RIGIDLY HOLD HOIST GEAR TRAIN IN PERFECT ALIGNMENT.ALL OPERATING PARTS SHALL ' BE ENCLOSED. LOAD CHAIN SMALL BE HEAT TREATED ALLOY STEEL COIL TYPE, PLATED FOR LONG LIFE AND REDUCED FRICTION. THE LOAD HOOK SHALL BE THE FULL SNIVELING TYPE WITH SPRING TYPE MOOK LATCHES. RATING SHALL BE 3 , TONS. TROLLEY TROLLEY SHALL BE SPECIFICALLY DESIGNED TO OPERATE WITH THE HOIST PROVIDED AND SHALL BE RATED FOR THREE TONS. THE TROLLEY SHALL BE COMPLETELY SUITABLE FOR OPERATING ON THE CRANE RAIL SPECIFIED ON THE ' DRAWINGS. 11-17 CITY OF HEHT04 VEST HILL PlA STATION VERTICAL TURBINE PIRIP ' DATA SHEET ' PW ND. 1 AND 2 (ELECTIC MOTOR DRIVEN) 1. PUMP MANUFACTURER'S NAME BYRON JACXSON PUMP DIVISION ' 2. DATE May 2, 1984 3. PLACE OF MANUFACTURE Fresno, California, or Chico, California A. DELIVERY AFTER RECEIPT OF APPROVED SHOP DRAWINGS(DAYS) ' S. MODEL NUMBER OR TYPE IOGM 6. SHAFT SPEED 1770 RPM 7. NUMBER OF STAGES 8 ' 8. IMPELLER DIAMETER 7" 9. MEAD DEVELLOPED EACH IMPELLER(FEET) 37.5 @ 600 GPM ' 10. REQUIRED NPSM(FEET) 12.5 ' 11. HORSEPOWER REQUIREMENTS: A. AT SHUT-OFF HEAD 32 S. AT 600 GPM.30OT C. AT MAXIMUM HORSEPOWER CONDITION th 1 1... MAXIMUM THRUST THROUGHOUT OPERATING RANGE 3520 Pounds 13. EFFICIENCY AT SPECIFIED FLOW AND HEAD 81.51 14. SUCTION FLANGE DIAMETER r 15. DISCHARGE FLANGE DIAMETER 6' 16. PUMP WEIGHT 1100 lbs. 17. MOTOR WEIGHT 585 lbs. ' 18. COMPLETED UNIT WEIW 2,250 lbs, including barrel 19. SHAFT DIAMETER 1-3/1 6" t 11-18 1 1 20. PIMP CAN BASE PLATE DIMENSIONS(IN) 21. WERT. DISTANCE FROM BOT. CAN FLANGE TO CENTER SUCTION FL. tELECTRIC MOTOR FOR PUMP I AND 2 I1. MOTOR MANUFACTURER U.S. Electric Westinghouse, or Siemens-Allis: Bd potion. 2, PLACE OF MANUFACTURE I- ' 3. DELIVERY AFTER RECEIPT OF APPROVED SHOP DRAM NGS(DAYS) :34 dav� 4. HORSEPOWER 60 — 5. DUTY 57 t6. CONTINUOUS SERVICE FACTOR 1 15 7, VOLTAGE 460 8. PHASE i 9. FREOUENCY 60 — 10. FULL LOAD SPEED 1765 ' 11. POWER FACTOR(PERCENT): A. 80% LOAD 85.7 B. 85% LOAD 85.9 C. 90% LOAD RE 2 D. 95% L 86 E. 100% LOAD 86.5 ' 12. EFFICIEMCY(PERCENT): A. 80% LOAD 91.4 B. 851 LOAD 91.3 ' C. 90% LOAD D. 95% LOAD 91.1 E. 100% LUAU 91.0 13. CURRENT(FULL LOAD) @460 Volt 72 Amp 14. CURREN:(LOCKED ROTOR) @460 Volt 410 ' .5. UP-THRUST CAPACITY lion ' 16. DOWN-THRUST CAPACITY 4300 o _ 17. PERMISSIBLE NUMBER OF STARTS PER HOUR 1 h"f 2 rnld 11-19 t18. SETTING FOR OVER VOLTAGE PROTECTION 506 19. SETTING FOR UNDER VOLTAGE PROTECTION p1q 20. SETTING FOR OVER CURRENT PROTECTION_ g2. 21. SETTING FOR UNDER CURRENT PROTECTION NA 22. SETTING FOR PHASE IMBALANCE PROTECTION 1% 23. SETTING FOR OVER-TEMPERATUR' PROTECTION 1400C SIGNATURE .ee 1 DATE TITLE t 1 11-20 PUMP NO. 3 (DIESEL ENGINE DRIVEN) 1. PUMP MANUFACTURER'S NAVE BYRON JACKSON PUMP DIVISION ' 2. DATE Mav 2. 1984 — 3. PLACE OF MANUFACTURE Fresno or Chico. California t4. DELIVERY AFTER RECEIPT OF APPROVED SHOP DRAWINGS(DAYS) S. MODEL NUMBER OR TYPE l2rM 6. SF'AFT SPEED 177n RPM ' 7. NUMBER OF STAGES 6 8. IMPELLER DIAMETER q_�q ' 9. HEAD DEVELOPED EACH IMPELLER(FEET) 5p' @ 1.000 GPM 10. R-QUIRED NPSH(FEET) 12 t11. HORSEPOWER REOUIREMENTS: A. AT SHUT-OFF HEAD ' B. AT 1000 GPM.300T H g1�� C. AT MAXIMUM HORSE PO1WSPY ND 92 12. MAXIMUM THRUST THROUGHOUT OPERATING RANGE 4.700 i13. EFFICIENCY AT SPECIFIED FLOW AND HEAD 83% ' 14. SUCTION FLANGE DIAMETER 1p° 15. DISCHARGE FLANGE DIAMETER g _ ' 16. PIMP WEIGHT 1400 17. MOTOR WEIGHT NA 1 18. COMPLETED UNIT WEIGHT 9_g43 lb, ' 19. SHAFT DIAMETER 1_7l16" _ 20. PIMP CAN BASE PLATE DIMENSIONS(IN) 231" so. ' 21. VERT. DISTANCE FROM BOT. CAN FLANGE TO CNTL SUCTION FLSee drawing t ' 11-21 RIGHT AMILE DRIVE FOR "Ar 3 ' 1. DRIVE MANUFACTURER Amarillo ' 2. PLACE OF MANUFACTURE Amarillo, Texas ' 3. DELIVERY AFTER RECEIPT OF APPROVED SHOP DRAWINGS(DAYS) 84 4. HORSEPOWER CAPACITY 100 ' S. DUTY 92 6. CONTINUOUS SERVICE FACTOR 1.15 ' ). UP-THRUST CAPACITY HA ' 8. DOWN-THRUST CAPACITY 6,200 iSIGNATURE DATE ' TITLE 1 1 1 ' 11-22 CITY OF RENTON MECHANICAL WEST HiLL PUMP STATION 15.0 ' IECIIMICAL 1. PiPE AM ►i►E FITTINGS THE CONTRACTOR SMALL PROVIDE ALL PIPING, PLUMBING, FITTINGS, AND APPURTENANCES NECESSARY TO MAKE ALL PIPING SYSTEMS COMPLETE, TESTED, AND ' READY rUR OPERATION AS SPECIFIED HEREIN AND AS SHOWN ON THE PLANS. IT iS THE INTENT OF THE PLANS AND SPECIFICATIONS TO PROVIDE A COMPLETE OPERATING SET OF PIPING SYSTEMS, TESTED, AND READY FOR OPERATION. HOWEVER, SOME FITTINGS THAT ARE NECESSARY FOR PROPER PIPING SYSTEM INSTALLATION AND OPERATION MAY NOT HAVE BEEN SHOWN, THE CONTRACTOR SHALL PROVIDE ALL FITTINGS, PIPE, AND APPURTENANCES NECESSARY WHETHER SM%N OR NOT ON THE t PLANS, TO COMPLETE ALL PiPiNG SYSTEMS COMPLETE, TESTED, AND READY FOR OPERATION. THE CONTRACTOR SHALL NOTE THAT SOME PiPE SUPPORTS, THRUST BLOCKING, AND TiE RODS FOR EACH INDIVIDUAL PiPE AND FITTINGS ARE NOT SHOWN ON THE CONTRACT PLANS. THE CONTRACTOR SHALL PROVIDE PIPE SUPPORTS, THRUST BLOCKING, AND ' TIE RODS FOR PIPES AS REQUIRED BY ACCEPTED DESIGN CRITERIA. SHOULD INTERFERENCES OR DISCREPANCIES PREVENT THE INSTAL;AT JN OF ANY PART OF THE WORK, THE ENGINEER SHALL BE NOTIFIED AND ME WILL DE::RMINE THE STEPS ' NECESSARY TO COMPLETE THE TMUE DEVELOPMENT OF THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. ' DUCTILE IRON PIPE ' DUCTILE IRON PiPE SHALL BE STANDARD THICKNESS CLASS 52 CEMENT-LINED UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO THE STANDARDS OF USA STANDARD A-21.51 (AWA C-151). RUBBER GASKET PIPE JOINTS TO BE PUSH-ON-JOINT (TVTON) OR MECHANICAL JOINT (NJ) 1N ACCORDANCE WITH USA STANDARD A21-11 (AWA C-111), UNLESS OTHERWISE SPECIFIED, FLANGED JOINT SHALL CONFORM TO USA STANDARD 816.1. ' STANDARD THICKNESS CEMENT LINING SHALL BE IN ACCORDANCE WITH USA STANDARD A21.4 (AWA C-104). ' 15-1 m__ ' CITY OF PENTON MECHANICAL WEST HILL PUMP STATION THE CONTRACTOR SHALL FURNISH CERTIFICATION FROM THE MANUFACTURER OF THE PIPE AND GASKET BEING SUPPLIED THAT THE INSPECTION AND ALL OF THE SPECIFIED TESTS HAVE BEEN MADE AND THE RESULTS THEREOF COMPLY WITH THE REQUIREMENTS OF THIS STANDARD. CAST IRON FITTINGS CAST IRON FITTINGS SHALL BE SHORT BODY, CEMENT LINED, AND FOR THE PRESSURE RATING NOTED ON THE PLANS. METAL THICKNESS AND MANUFACTURING PROCESS SHALL ' CONFORM TO APPLICABLE PORTIONS OF USA STANDARDS A21.20, A21.11, 816.2, AND B16.4. ' STANDARD CEMENT LINING :N ACCORDANCE WITH USA STANDARD A21.4 (AWWA C-104). RUBBER GASKETS FOR PUSH-ON-JOINT (TYTON) OR MECHANICAL JOINT (MJ IN ACCORDANCE. WITH USA STANDARD A21.11 !AWWA C-111). ' GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BUNA N, CHLORINATED BUTYL, DR CLOTH-INSERTED RUBBER. TYPE OF ENDS SHALL BE SPECIFIED AS PUSH-ON-JOINT (TYTON), MECHANICAL JOINT (MJ), PLAIN END (PE), FLANGED (FL), OR SCREW(S). FLEXIBLE PIPE COUPLINGS WHERE FLEXIBLE PIPE COUPLINGS ARE SHOWN OR SPECIFIED, DRESSER, SMITH-BLAIR, OR EQUAL SHALL BE USED. COUPLINGS USED FOR PIPE UNDER PRESSURE WHERE NOT 1 OTHERWISE SECURED OR ANCHORED AGAINST EXPANSION SHALL BE EQUIPPED TO TAKE TENSION BY MEANS OF HARNESSES WITH SHACKLE RODS MEETING THE REQUIREMENTS OF WA MANUAL Mil, SECTION 19.8. ' FLANGED COUPLING ADAPTERS SHALL BE USED WHERE VALVE AND PIPING ARE SECURED AGAINST EXPANSION WITH SHACKLE RODS OR OTHER MEANS, "HEY SHALL BE DRESSER STYLE 13R, SMITH-BLAIR TYPE 913, OR EQUAL, FOR PLAIN END PIPE. ' ALL COUPLING GASKETS SHALL BE A SYNTHETIC RUBBER SUITABLE FOR EXPOSURE TO WATER AND SHALL BE AS RECOMMENDED BY THE COUPLING MANUFACTURER FOR THE ' SERVICE INTENDED. MECHANICAL PIPE COUPLINGS AND FLEXIBLE PIPE COUPLINGS SHAY BE PROVIDED WHERE REQUIRED BY GOOD PIPING PRACTICE AND AS NECESSARY FOR DISASSEMBLY. tSTEEL PIPE AND FITTINGS ' STEEL PIPE AND FITTINGS SHALL CONFORM TO USA STANDARD D36.10 AND ASTM A-53. 1 15-2 CITY OF RENTON MECHANICAL WEST HILL PIMP STATION COPPER PIPE AND FITTINGS COPPER PIPING AND TUBING SHALL BE DRAWN AND SHALL MEET THE REQUIREMENTS OF ' ASTM 888. TYPE L HARD TEMPER SHALL BE USED FOR EXPOSED AREAS AND TYPE K , HARD TEMPER FOR BURIED SERVICES, FITTINGS FOR ALL BURIED PIPE. SHALL BE BRASS COMPRESSION TYPE, SWAGELOK, GYROLOK, PARKER CPL, OR EQUAL. FITTINGS FOR ALL EXPOSED PIPE SHALL BE WROUGHT COPPER OR BRONZE PRESSURE TYPE SOLDER JOINTS AMO SHALL MEET THE REQUIREMENTS OF ANSI 816.22. , PIPE AND FITTINGS INSTALLATION THE TYPES AND SIZES OF PIPES TO BE USED SHALL BE AS SPECIFIED HEREIN AND/OR AS SHOWN ON THE DRAWINGS. WHERE SIZES OF SMALL PIPE ARE OMITTED FROM THE , DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SIZES TO BE USED SHALL CORRESPOND TO CODE REQUIREMENTS, AND AS REQUIRED BY EQUIPMENT AND PLUMBING FIXTURES AND APPURTENANCES, 1N ANY EVENT, ANY UNDESIGNATED PIPE SIZES SHALL BE PROPER FOR THE FUNCTIONS ' TO BE PERFORMED AND AS ACCEPTABLE TO THE ENGINEER, ALL PIPE SHALL RE CAREFULLY LAID AND SUPPORTED AT THE PROPER LINES AND , GRADES AND, WHERE POSSIBLE, SHALL BE SLOPED TO PERMIT COMPLETE DRAINAGE. PIPING RUNS SHOWN ON THE DRAWING SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE, EXCEPT FOR MINOR ADJUSTMENT TO AVOID ARCHITECTURAL AND STRUCTURAL FEATURES. , MAJOR RELOCATIONS, IF REQUIRED, SHALL BE MADE IN A MANNER ACCEPTABLE TO THE ENGINEER, ALL OPENINGS IN PIPES SHALL BE KEPT CLOSED DURING THE PROGRESS OF THE WORK, t JOINTS 1N PIPE SHALL BE THREADED, FLANGED, MECHANICAL JOINT, OR OTHER , SPECIAL TYPES, WHERE SPECIFIED, CONSISTENT WITH THE TYPE OF PIPE BEING INSTALLED. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND FITTINGS OR SPECIAL CASTINGS NECESSARY FOR THE PROPER AND ACCURATE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY WITH SMOOTH EDGES AND FACES. PIPE ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. A THREAD LUBRICANT SHALL BE APPLIED TO THE MALE THREADS ONLY. FLANGED JOINTS SHALL. BE MADE UP SQUARE WITH EVEN PRESSURE ' UPON THE GASKETS AND SHALL BE PERFECTLY WATERTIGHT. PIPING SHALL BE PROPERLY SUPPORTED IN CAST IN PLACE BLOCKS, OR RY ANCHOR BRACKETS, SADDLES, OR SUPPORTS AS SHUw�: OP AS NECESSARY TO KEEP IT IN ALIGNMENT AND TO PREVENT SAGGING. TIE RODS SHALL BE AS SHOWN ON THE PLANS AND AS REQUIRED TO RESIST ALL , UNBALANCED FORCES WITHIN THE PIPELINES, TIE RODS SHALL LIMIT MOVEMENT AND RESIST FORCES IN PIPELINES, FLANGED COUPLING ADAPTERS, AND FLEXIBLE COUPLINGS. FORCES IN PIMP DISCHARGE LINES SHALL BE CALCULATED USING PUMP ' SHUTOFF HEAD, IS-3 , ' CITY OF RENTON MECHANICAL WEST HILL PUMP STATION THRUST BLOCKING SHALL BE AS SHOWN ON THE CONTRACT PLANS AND AS DESCRIBED HEREIN. THRUST BLOCKING SHALL BE PROVIDED TO RESIST ALL UNBALANCED FORCES ON PIPES AND FITTINGS. ' BLOCKING AND BRACING OF THE PIPE AND FITTINGS SHALL BE PLACED SO AS TO SECURE BEARING ON UNDISTURBED EARTH. CONCRETE SHALL BE PLACED IN BACK OF ALL FITTINGS WITH UNBALANCED THRUST. PRE-CAST BLOCKING SHALL NOT BE USED. BLOCKING SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AND SHALL ' NOT BE COVERED UP WITHOUT ITS HAVING BEEN SEEN BY THE ENGINEER. THE COST OF FURNISHING AND INSTALLING ALL BLOCKING SHALL BE 114CLUDED IN THE LUMP SUMS BID BY THE CONTRACTOR. BLOCKING SHALL BE FORMED $O THAT BOLTS, ' JOINTS, GASKETS, AND FLANGES OF ADJACENT JOINTS ARE CLEAR OF THE ''3NCRETE AND SO THAT BOLTS AND JOINTS CAN BE DISMANTLED WITHOUT REMOVING THE CONCRETE. ALL PIPE PASSING THROUGH CONCRETE WALLS OR SLABS SHALL BE VERY CAREFULLY MADE WATERTIGHT. ' 2. VALVES AND APPURTENANCES ' VALVES SHALL FE AS SPECIFIED HEREIN. VALVES NOTED ON THE DRAWINGS OR IN OTHER PARTS OF THE SPECIFICATIONS SHALL MEET THE REQUIREMENTS HEREIN. ALL VALVES SHALL BE DESIGNED FOR THE INTENDED SERVICE. iVALVES SHALL BE BUTTERFLY VALVES OF THE TIGHT-CLOSING RUBBER SEAT TYPE, CLASS ISDB, AND MEET THE FULL REQUIREMENTS OF AWWA STANDARD C504-80. VALVE ' BODIES SHALL BE OF CAST IRON ASTM A126 CLASS "B". THE VALVE DISC SHALL BE CONSTRUCTED OF CAST IRON ASTM A48, CLASS 40, OR DUCTILE IRON ASTM 536, GRADE 65-45-12, WITH A STAINLESS STEEL SEAT RING AND RUBBER SEAT SECURED ' WITH STAINLESS STEEL SCREWS, WHICH ARE FIELD REPLACEABLE WITHOUT VALVE DISASSEMBLY, THE VALVE BODY SEAT SHALL BE CONSTRUCTED OF STAINLESS STEEL. THE VALVE BEARINGS SHALL BE SLEEVE TYPE, CORROSION RESISTANT, CONFORM TO AWWA C504-80 STANDARDS AND SHALL BE OF THE TRAVELING NUT TYPE AND SHALL OPEN LEFT. VALVE COMPONENTS SHALL WITHSTAND AN INPUT TORQUE OF 30O FOOT-POUNDS WITHOUT DAMAGE. BUTTERFLY VALVES SHALL BE DRESSER 450. AMERICAN DARLING, CLASS 150, RESILIENT SEATED, MUELLER, CLASS 150, ' LINESEAL, OR APPROVED EQUAL. ALL VALVES SHALL BE EQUIPPED WITH HANDWHEEL ACTUATORS. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. ' GATE VALVES 3 INCHES AND SMALLER SHALL BE 125 POUND BRASS BODY SOLID WEDGE VALVES CAPABLE OF BEING RE-PACKED UNDER PRESSURE WHEN THE VALVE 15 FULLY OPEN. VALVES SHALL BE EQUAL TO KITZ FIG AK125W. ' ALL VALVES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION, DRAWINGS, AND/OR SPECIFICATIONS. ALIGNMENT AND ADJUSTMENTS SHALL BE VERIFIED AFTER INSTALLATION. ' PRIOR TO VALVE INSTALLATION, THE CONTRACTOR SHALL CLEAN AND TOUCH UP ALL SURFACES PREVIOUSLY PRIMED, MAKE VISUAL CHECK OF OPERATING PARTS FOR PROPER AND SATISFACTORY OPERATION, AND CLEAN AND REMOVE ALL FOREIGN MATTER FROM THE VALVE. 15-4 CITY OF RENTON MECHANICAL WEST HILL PUMP STATION ALL VALVES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S , INSTRUCTIONS AND AS SHOWN ON THE DRAWINGS. BURIED VALVES SHALL HAVE ALL OPERATORS OR VALVE BOXES INSTALLED SO THAT THE WRENCHES OR OPERATORS PERFORM FREELY AND WITHOUT BINDING OR OTHER INTERFERENCE. BURIED VALVES SHALL BE BEDDED AND 6ACKFILLED ACCORDING TO THE REQUIREMENTS OF THE PIPE TO WHICH THEY ARE ATTACHED. CONCRETE SUPPORTS FOR OPERATORS WHERE REQUIRED SHALL BE AS SHOWN ON THE DRAWINGS. CHECK VALVES (3 REQUIRED) , CHECK VALVES SHALL BE DIAPHRAGM-ACTUATED WITH VARIABLE RATE OF CLOSURE SPEED CONTROL (NEEDLE VALVE). CHECK VALVES SHALL BE MODEL NO. 81G-n2 AS MANUFACTURED BY CLA-VAL COMPANY OR APPROVED EQUAL. VALUE SHALL BE JUIPPED WITH A VALVE POSITION INDICATOR, VALVE SHALL HAVE 250 CLASS FLANu,a. PRESSURE RELIEF VALVES (1 REQUIRED) PRESSURE RELIEF VALVE SHALL BE A HYDRAULICALLY OPERATED, DIAGRAM ACTUATED , GLOBE VALVE. THE VALVE SHALL BE SUITABLE FOR WATER SERVICE AND SHALL BE ADJUSTABLE FROM 20 TO 200 PSI. VALVE SHALL BE EQUIPPED WITH A VALVE POSITION INDICATOR AND SHALL BE A MODEL NO. 50-01 AS MANUFACTURERED BY ' CLA-VAL. VALVE SHALL HAVE 250 CLASS FLANGES. 3. DOMESTIC WATER S►IGDT ' SPIGOT SHALL RE A CRANE MODEL NO. 58, 5/8" SIZE. ' 4. WATER HOSE , PROVIDE ONE 50 FOG' LENGTH OF 3/4 INCH GATES RUBBER CO. 35B HOSE. PROVIDE ' WITH 5/8 INCH COUPLINGS. S. HOSE NOZZLE , PROVIDE TWO RAINBIRD NO. B-55 NOZZLES, 5/8 INCH THREAD. ' 6. PIPE TESTING ALL PIPING, BOTH GRAVITY AND PRESSURE PIPELINES, SHALL BE SUBJECT TO ACCEPTANCE TESTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY UTILITIES, , LABOR, AND FACILITIES FOR TESTING AND SHALL DISPOSE OF ALL WASTE, INCLUDING WATER, 15-5 ' CITY OF RENTON MECHANICAL WEST HILL PUMP STATION I ALL PIPING, INCLUDING VALVES. FITTINGS, ETC., SHALL BE PRESSURE TESTED PRIOR TO BACKFILL OR CONNECTION TO E UIPMENT SUCH AS PUMPS. FOR BURIED SECTIONS, ON EXPOSED PIPE NO MORE THAN 100-FOOT SECTIONS. PIPE AND FITTINGS BURIED UNDER THE CONCRETE SLAB SHALL BE TESTED PRIOR TO CONCRETE PLACEMENT. PRIOR TO THE ACCEPTANCE OF THE WORK, ALL PRESSURE PIPELINES SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF THE MAXIMUM EXPECTED PRESSURE FOR 15 MINUTES AT THE HIGH POINT IN THE LINE. ANY LEAKS OR IMPERFECTIONS DEVELOPED UNDER SAID PRESSURE WILL BE REMEDIED BY THE CONTRACTOR BEFORE I FINAL ACCEPTANCE OF THE WORK, NO AIR WILL BE ALLOWED 1N THE LINES. THE MAINS SHALL RE TESTED BETWEEN VALVES INSOFAR AS POSSIBLE, NO HYDROSTATIC PRESSURE SHALL BE PLACED AGAINST THE OPPOSITE SIDE OF THE VALVE BEING TESTED. TEST PRESSURE SHALL BE MAINTAINED WHILE THE ENTIRE INSTALLATION IS BEING INSPECTED. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT AND SHALL PERFORM ALL WORK CONNECTED WITH THE TEST. TESTS SHALL BE MADE AFTER ALL CONNECTIONS HAVE BEEN MADE. THIS IS TO INCLUDE ANY AND ALL CONNECTION SHOWN ON THE PLANS. INSOFAR AS IS PRACTICAL, TESTS WILL BE MADE WITH PIPE JOINTS, FITTINGS, AND VALVES EXPOSED FOR INSPECTION, FOR APPROVAL, PRESSURES SHALL NOT DROP MORE THAN 10 PSI IN 15 MINUTES. THE CONTRACTOR I SHALL PERFORM THE TESTS TO INSURE THAT THE EQUIPMENT TO BE USED FOR THE TEST IS ADEQUATE AND IN GOOD OPERATING CONDITION AND THE AIR IN THE LINE HAS BEEN RELEASED BEFORE REQUESTING THE ENGINEER TO WITNESS THE TEST. THE ENGINEER SHALL WITNESS THE TEST; IF THE TEST DOES NOT PASS INSPECTION FOR I ANY REASON, ADDITIONAL TRIPS REQUIRED TO WITNESS ANOTHER TEST SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 7. STERILIZATION STERILIZATION SHALL CONFORM TO AWWA C601-81. ' 8. OECNLORIKATION DECHLORINATION SHALL BE IN STRICT ACCORDANCE WITH THE STANDARD DETAILS AT THE END OF THE TECHNICAL SPECIFICATIONS. IN NO EVENT SHALL CHLORINATED WATER BE ALLOWED TO ENTER THE STORM DRAINAGE SYSTEM. 1 ' 15-6 1 CITY OF RENTON ELECTRICAL WEST HILL PUMP STATION 16.0 ' ELECTRICAL ' 1. SCOPE , MATERIAL AND EQUIPMENT DESCRIBED IN THE FOLLOWING SMALL BE USED ON THIS PROJECT. 'TEMS NOT COVERED SHALL BE PURPOSE MADE FOR THEIR PARTICULAR APPLICATION. 2. LOCAL CONDITION ' THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE H:4ALF WITH 'HE WORK, AS WELL AS THE LOCAL CONDITION UNDER WHICH THE WORK IS TO BE PERFORMED. ' TO THE EXTENT POSSIBLE, HE SHALL ASCERTAI" ALL FACTORS WHICH WILL AFFECT HIS OPERATION AND SUCCESSFUL COMPLE 'iF THE WORK WITHIN THE SPECIFIED TIME. , 3. PERMITS AND INSPECTIONS , ALL PERMITS, LICENSES, FEES, INSPECTIONS, APPROVALS, AND OTHER ARRANGEMENTS NECESSARY TO PERFORM THE ELECTRICAL WORK SMALL BE OBTAINED BY THE CONTRACTOR, ALL C057 OF SUCH ARRANGEMENT, SHALL BE , INCLUDED IN THE BID. 4. MINOR DEVIATIONS ' ELECTRICAL PLANS ARE DIAGRAMMATIC IN NATURE AND LOCATION OF DEVICES, ' FIXTURES, AND EQUIPMENT 1S APPROXIMATE UNLESS DIMENSIONED. ON THE BASIS OF THIS, THE RIGHT IS RESERVED TO PROVIDE FOR MINOR ADJUSTMENTS AND DEVIATIONS FROM THE APPARENT LOCATIONS SHOWN ON THE DRAWING WITHOUT ANY EXTRA COST, PROVIDING THIS IS DONE PRIOR TO ROUGH-IN. ' DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS REQUIRED BY CODE SMALL ALSO RE DONE, SUBSEQUENT TO THE ENGINEER'S APPROVAL, WITHOUT ANY EXTRA COST TO THE OWNER. ' 16-1 , 1- CITY OF RENTON ELECTRICAL NEST HILL PUMP STATION S. TEMPORARY LIGHT AND POWER t ADEQUATE SERVICES FOR TEMPORARY LIGHT AND POWER MUST BE PROVIDED. THE CONTRACTOR MUST VERIFY THE NEED IN TERMS OF CAPACITY AND CHARACTERISTICS (RATING, SINGLE, OR '4REE-PHASE) AS REQUIRED FOR THE ' CONSTRUCTION, AND INCLUDE THE COST OF FURNISHING BOTH THE INSTALLATION AMC THE POWER USAGE IN HIS BID. t6. SHOP DRAWINGS T71E CONTRACTOR SHALL SUBM17 FOR APPROVAL SHOP DRAWINGS, CATALOG CUTS, DIAGRAMMATIC DRAWINGS, AND ELEMENTARY CONTROL DIAGRAMS FOR EQUIPMENT AND FOR 'SYSTEMS' AS THEY RELATE TO 'HIS PROJECT, SPECIFICALLY FOR THE FOLLOWING ITEMS AND IF REQUESTED BY THE ENGINEER, FOR ANY ADDITIONAL tITEM OR ITEMS DEEMED NECESSARY: 1. SERVICE ENTRANCE EQUIPMENT AND MOTOR CONTROL CENTEP 2. PANELBOARDS 3. SAFETY SWITCHES ' 4. MOTOR STARTING EQUIPMENT AND CONTROLS S. CONTACTORS AND RELAYS 6. LIGHTING FIXTURES t7. WIRING DEVICES 8. FIRE PUMP CONTROL PANEL t 7. ELECTRIC MOTORS ' ELECTRIC MOTORS FURNISHED AS PART OF THE EQUIPMENT SHALL BE EQUIPMENT MANUFACTURER'S STANDARD, EXCEPT THAT THEY SHALL ALSO BE SUITABLE FOR THE LOAD AND THE ENVIRONMENT IN WHICH THEY MUST OPERATE. TESTS MUST PROVE THAT THE MOTORS ARE NO' OVERLOADED. MEASURED INPUT SMALL IN NO CASE EXCEED THE MOTOR NAMEPLATE RATING. 8. DISCONNECTS ' DISCONNECTS OF PROPER RATING SHALL BE PROVIDED IN ALL CASES WHERE SHOWN AND ADDITIONAL DISCONNECTS SHALL BE PROVIDED IF REQUIRED BY CODE. ENCLOSURES SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE THEY ARE ' INSTALLED. ' 16-2 CITY OF RENTON ELECTRICAL WEST HILL PUMP STATION 9. OVERCURRENT DEVICES OVERCURREWT DEVICES, BEING FUSED DISCONNECTS OR MOLDED CASE CIRCUIT , BREAKERS, SHALL BE AS SHOWN ON THE PLANS, A SPARE SET OF FUSES SHALL BE PROVIDED IN ALL CASES WHERE FUSIBLE SWITCHES ARE EMPLOYED. DEVICES SHALL HAVE RATINGS AS SHOWN, EXCEPT WHERE CHANGES IN REQUIREMENT MAKES i IT NECESSARY TO PROVIDE RATINGS BETTER SUITED FOR THE LOAD. THE CONTRACTOR SHALI BE RESPONSIBLE FOR CHECKING THE RATINGS OF MOTOR OVERLOAD ELEMENTS FOR PROPER SIZE. ' 10. CONWIT AND FITTINGS i RIGID OR INTERMEDIATE GALVANIZED CONDUIT SHALL BE USED THROUGHOUT, EXCEPT IN AREAS WHERE OTHER MATERIAL MAY BE USED AS INDICATED BELOW: 1. EMT MAY BE USED INSIDE THE BUILDING ABOVE GRADE AND WHERE NOT , SUBJECTED TO PHYSICAL DAMAGE AND CORROSIVE ATMOSPHERE. 2. FLEXIBLE CONDUIT SHALL BE USED FOR FINAL CONNECTION TO MOTORS AND i VIBRATING EQUIPMENT. JACKETED FLEX WITH THREADED FITTINGS SHALL BE USED OUTSIDE AND IN WET AND CORROSIVE ATMOSPHERE. i 3. PVC SCHEDULE 40 CONDUIT MAY BE USED OUTSIDE IN CONTACT WITH EARTH, PROVIDING AN EXTRA GROUNDING CONDUCTOR OF PROPER SIZE IS ADDED, HOWEVER, RIGID CONDUIT SHALL BE STUBBED OUT FROM BUILDING AND i OTHER STRUCTURES TO A MINIMUM OF 5 FEET. 4. RIGID GALVANIZED CONDUIT INSTALLED IN EARTH SHALL BE COATED WITH i 9ITUMINOUS ASPHALT SUBSEQUENT TO ASSEMBLY. S. ALUMINUM CONDUIT SHALL NOT BE USED ON THIS PROJECT. 6. USE THREADED FITTINGS FOP ALL RIGID AND INTERMEDIATE CONDUIT. USE i THREADED DRIVE ON. CONCRETE TIGHT FITTINGS FOR EMT. 11. OUTLET AID JUNCTION BOXES USE CAST BOXES WITH THREADED HUBS FOR ALL RIGID AND INTERMEDIATE , CONDUIT. USE PRESSED STEEL BOXES FOR EMT. ALL BOXES SHALL BE OF PROPER SIZE TO ACCOMMODATE DEVICES, CONNECTORS, AND NUMBER OF WIRES PRESENT IN THE BOX. ' 12. HIRE AND CABLES i ONLY COPPER WIRES SHALL BE USED. NO. 8 AWG AND LARGER CONDUCTORS SHALL HAVE TIN COVERING. NO. 10 AWG AND SMALLER SIZES SHALL HAVE i THHN COVERING. USE NO LESS THAN NO. 12 WIRING FOR ANY CIRCUIT, EXCEPT THAT NO. 14 MAY BE USED FOR CONTROL WIRING. 16-3 i CITY OF RENTON ELECTRIM WEST HILL PUMP STATION 1 ' 13. WIRING DEVICES SPECIFICATION GRADE DEVICES SHALL BE USED THROUGHOUT THE PROJECT, ' SPECIAL DEVICES SHALL BE FURNISHED WHERE THE EQUIPMENT REQUIRES OTHER THAN STANDARD DEVICES. ' 14. GROUNDING SERVICE AND EQUIPMENT GROUNDING SHALL BE PER ARTICLE 250 OF THE ' NATIONAL ELECTRICAL CODE. THE CONTRACTOR SHALL VERIFY THAT A LOW RESISTANCE GROUND PATH IS PROVIDED FOR ALL CIRCUITS SO THAT AN ACCIDENTAL CONTACT TO GROUND OF ANY LIVE CONDUCTOR WILL INSTANTLY TRIP ' THE CIRCUIT. 15. SERVICE ENTRANCE EQUIPMENT ' SERVICE ENTRANCE EQUIPMENT SHALL IN EVERY RESPECT AND AS A MINIMUM COMPLY WITH ARTICLE 230 OF THE NATIONAL ELECTRICAL CODE. IT SHALL, TO ' THE EXTENT POSSIBLE, BE A STANDARD DESIGN OF A NATIONALLY RECOGNIZED MANUFACTURER AND BE VERIFIED BY THE MANUFACTURER AS SUITABLE FJR SERVICE ENTRANCE EQUIPMENT. 16. BRANCH CIRCUIT ►ANELBOARD ' THE BRANCH CIRCUIT PANELROARD SHALL HAVE RATING, NUMBER, AND TYPES OF DEVICES AS SHOWN ON THE PLANS. THE PANELBOARD SHALL BL OF CURRENT MANUFACTURE, SHALL BE U.L. APPROVED, AND SO LABELED. ' 17. DRY TYPE TRANSFORMER THE DRY TYPE TRANSFORMER SHALL BE A STANDARD, CATALOGUED ITEM BY A NATIONALLY RECOGNIZED MANUFACTURER OF SUCH EQUIPMENT, ENCLOSURE, TERMINAL COMPARTMENT, PROTECTIVE PAINTING, ETC.. SHALL BE COMPATIBLE e WITH THE ENVIRONMENT IN WHICH IT IS LOCATED. RATINGS SHALL BE AS SHOWN ON THE PLANS, FURNISH UNIT WITH STANDARD TAPS, ' 18. LIGHTING FIXTURES THE FIXTURES SHALL BE A STANDARD, CATALFGUED ITEM ^GENERAL DESCRiPTION ' AS CALLED FOR ON THE PLANS. ALL FIXTURES SHALL 81 U.L. APPROVED AND SO LABELED. PROVIDE SUITABLE SUPPORTS AND MOUNTINGS. 1 16-4 CITY OF RENTON ELECTRICAL WEST HILL PUMP STATION 19. MOTOR CONTROL CENTER GENERAL FOR THE PURPOSE OF THIS SPECIFICATION, A STANDARD CATALOGUED PRODUCT, , EQUAL TO SQUARE D COMPANY - MODEL 4. MOTOR CONTROL CENTER SHALL BE FURNISHED. THE MOTOR CONTROL CENTER SMALL HAVE A SERVICE ENTRANCE RATED MAIN AND METERING SECTION AND WIRING CLASSIFICATION CONFORMING TO NEMA CLASS 1, TYPE B. , PHYSICAL DIMENSIONS THE MOTOR CONTROL CENTER SHALL BE ARRANGED, AND HAVE PHYSICAL t DIMENSIONS AS SHOWN ON THE PLANS. PROPOSAL OF EQUIPMENT WITH DIFFERENT ARRANGEMENT AND PHYSICAL , DIMENSIONS THAT THOSE SHOWN ON THE CONTRACT PLANS MUST BE PRE-APPROVED PRIOR TO BIDDING. SERVILE THE MOTOR CONTROL CENTER SHALL BE SUITABLE FOR OPERATION ON 481Y/27' r VOLTS, 3-PHASE, 4-WIRE, 60 HERTZ. HORIZONTAL AND VERTICAL 801 BARS SHALL HAVE BUS BRACING TO WITHSTAND MINIMUM 22,000 RMS SYMMETRICAL AMPERES. SERVICE SECTION SHALL HAVE PROVISION FOR RECEIVING I - 500 MCM CONDUCTOR PER PHASE, AND 2 - 1/0 CONDUCTORS CONNECTED TO A GROUND BAR ' TRAVERSING THE MOTOR CONTROL CENTER. THE SECTION SHALL HAVE SPACE FOP POWER COMPANY'S METERING TRANSFORMERS AND FOR INDICATING INSTRUMENTS AS SHOWN ON THE PLANS. ' VERTICAL SECTIONS VERTICAL SECTIONS SHALL BE FORMED OF 13 GAUGE, HOT ROLLED STEEL WITH , UNIFORM BLEMISH-FREE SURFACES. TOP AND BOTTOM STRUCTURAL PARTS SHALL BE 10 GAUGE STEEL FOR A STRONG , AND RIGID ASSEMBLY, END CLOSING PLATES SHALL BE 12 GAUGE AND UNIT PARTS SHALL BE 14 GAUGE, , BASE CHANNELS, 1-1/2- X 3`, SHALL BE PROVIDED IN ORDER TO ASSURE PROPER ALIGNMENT DURING TRANSIT AND INSTALLATION. PROVIDE BOLT HOLES IN THE BASE CHANNELS FOR SECURING THE MOTOR CONTROL CENTER TO THE FLOOR. 16-5 i t m __ _ CITY OF RENTON ELECTRICAL WEST HILL PUMP STATION ' PROVIDE REMOVABLE LIFTING ANGLES AT THE TOP FOR CONVENIENCE OF HANDLING DURING SHIPMENT AND INSTALLATION. EACH SECTION SHALL BE APPROXIMATELY 90" HIGH BY 14" DEEP BY 20" WIDE. UNIT SPACES ON THE ' FRONT OF EACH SECTION SHALL BE AS SHOWN ON THE PLANS UNLESS PRE-APPROVAL FOR OTHER ARRANGEMENTS IS MADE. EACH SECTION SHALL HAVE END CLOSING PLATES WHICH CAN BE REMOVED FOR THE ADDITION OF FUTURE SECTIONS. THE TOP PLATE SHALL BE REMOVABLE, ONE-PIECE CONSTRUCTION ' FOR ADDED CONVENIENCE IN CUTTING HOLES FOR EXISTING AND FUTURE CONDUIT ENTRIES. HORIZONTAL � ,REWAYS ADEQUATE CONDUIT ENTRANCE SPACE AND WIRE ENTRY ROOM SHALL BE PROVIDED ' AT TOP AND BOTTOM OF EACH SECTION. WIREWAYS SHALL ALSO BE PROVIDED BETWEEN SECTIONS TO ACCOMMODATE ' NECESSARY LOAD AND CONTROL WIRING IN THE FIELD. THESE WIREWAYS SHALL BE ISOLATED FROM BUS BARS TO PREVENT ACCIDENTAL CONTACTS. ' VERTICAL WIREWAYS EACH SECTION SHALL HAVE A VERTICAL WIREWAY ON THE RIGHTHAND SIDE OF ' THE SECTION. THIS WIREWAY SHALL BE ISOLATED FROM THE BUS BARS TO PREVENT ACCIDENTAL CONTACTS. A SEPARATE, HINGED DOOR SHALL PROVIDE ACCESS TO THE WIREWAY. THE DOOR, COVERING THE ENTIRE WIREWAY, SHALL HAVE CAPTIVE SCREWS. WIRE TIES SHALL BE FURNISHED INSIDE T`£ WIREWAY TO GROUP AND SECURELY HOLD WIRES IN PLACE FOR A NEAT AND ORDERLY INSTALLATION. tWIRE ACCESS PORTS, AS REQUIRED, SHALL BE PROVIDED BETWEEN THL VERTICAL WIREWAY AND EACH CONTROL UNIT. BUS BARS ' THE MAIN HORIZONTAL BUS BARS SHALL BE RATED 600 AMPERES. THE VERTICAL BUS (OR CONDUCTORS) IN THE MAIN SECTION SHALL BE RATED 400 AMPERES. THE VERTICAL BUS IN THE MOTOR CONTROL SECTIONS SHALL BE RATED 300 AMPERES. BUS BARRIERS ' INSULATED HORIZONTAL AND VERTICAL BUS BARRIERS SHALL BE FURNISHED TO REDUCE THE HAZARD OF ACCIDENTAL CONTACTS. THE BARRIERS SMALL BE ' COLORED RED TO INDICATE PROXIMITY TO THE ENERGIZED o,SES. 16-6 0 CITY OF RENTON ELECTRICAL ' WEST HILL DUMP STATION VERTICAL BUS BARRIERS SHALL HAVE INTERLOCKING FROM' AND BACK PIECES TO ' PROVIDE ADDED PROTECTION ON ALL SIDES AND SHALL SEGREGATE THE PHASES FROM EACH OTHER TO REDUCE THE POSSIBILITY OF ACCIDENTAL 'FLASH-OVER', ' SMALL, SEPARATE OPENINGS IN THE VERTICAL BUS BARRIERS SHALL PERMIT UNIT PLUG-ON CONTACTS TL PASS THROUGH AND ENGAGE THE VERTICAL BUS ' BARS. BOTTOM BUS COVERS SHALL BE PROVIDED BELOW THE VERTICAL BUS TO PROTECT ' THE ENDS OF THE BUS FROM CONTACT WITH FISH TAPE OR WIRING ENTERING THE BOTTOM OF THE ENCLOSURES. UNUSED PLUG-ON OPENINGS SHALL HAVE PLASTIC SNAP-IN CLOSING PLATES FOR , ADDED SAFETY. UNIT PLUG-ON t FOR CONVENIENT AND SAFE UNIT CONNECTION TO THE BUS BARS, EVEN WHEN ENERGIZED, UNIT 'PLUG-UN' CONTACTS SHALL BE PROVIDED FOR ALL UNITS t CONTEMPLATED FOR THIS PROJECT. THE PLUG-ON CONNECTION SHALL BE A HIGH QUALITY, TWO-POINT CONNECTION ' FOR EACH PHASE. THE CONTACT SHALL BE DESIGNED SO AS TO TIGHTEN THE GRIP ON THE BUS ' BARS DURING HEAVY CURRENT SURGES. FOR IMPROVED, LOW-RESISTANCE CONNECTIONS, THE PLUG-ON CONTACT FINGERS SHALL BE SILVER-PLATED. CONTACT FINGERS SHALL BE MOUNTED IN THEIR , SUPPORT SUCH THAT THEY BECOME FLOATING AND SELF-ALIGNING, THUS ALLOWING FOR SOLID SEATING ONTO THE VERTICAL BUS. UNIT DOORS EACH UNIT SHALL HAVE A DOOR SECURELY MOUNTED WITH PIGMO HINGES TO ALLOW A MINIMUM DOOR SWING OF 112%. UNIT DOORS SHALL BE FASTENED TO THE STATIONARY STRUCTURE SO THEY CAN ALSO CLOSE THE OPENING WITH THE PLUG-ON UNIT REMOVED. ' TO DISCOURAGE UNAUTHORIZED OPENING, THE DOORS SHALL BE HELD CLOSED WITH CAPTIVE KNURLED THUMB SCREWS WHICH ENGAGE SELF-ALIGNING CAGE , NUTS. DOOR CLOSURE ARRANGEMENT SHALL BE CAPABLE OF KEEPING THE DOOR CLOSED UNDER FAULT CON9ITION. DOORS SHALL SHAVE REMOVABLE PANELS FOR MOUNTING OF CONTROL DEVICES, PILOT LIGHTS AND RESET BUTTONS. DOORS ' WITH NO FRONT MOUNTED DEVICES SHALL HAVE BLANK DOOR PANELS. 16-'7 , CITY OF RENTON ELECTRICAL NEST HILL PUMP STATION DISCONNECT OPERATORS ' EACH UNIT DISCONNECT SHALL BE PROVIDED WITH A RUGGED, FLANGE-WUNTEC OPERATOR, TO PREVENT FALSE CIRCUIT INDICATION, THE MECHANISM SMALL BE ENGAGED WITH THE BREAKER HANDLE AT ALL TIMES, REGARDLESS OF UNIT DOOR ' POSITION. THE OPERATOR HANDLE SHALL MAVE A CONVENTIONAL UPDONN MOTION WITH THE DOWN P)SITIDN BEING OFF. ' FOR ADDED SAFETY, IT SHALL BE POSSIBLE TO LOCK THE MECHANISM IN THE OFF POSITION, FOR ADDED RECOGNITION, THE OPERATOR HANDLE SHALL BE COLOR CODED TO ' DISPLAY RED IN THE ON POSITION AND BLACK IN THE OFF POSITION. THE OPERATOR SHALL BE INTERLOCKED WITH THE DOOR TO PREVENT THE DISCONNECT BEING SWITCHED ON WHEN THE DOOR IS OPEN. FOR MAINTENANCE AND CHECKOUT ' PURPOSES, IT SHALL BE POSSIBLE TD DEFEAT THE INTERLOCK WHEN DELIBERATELY DONE BY A QUALIFIED ELECTRICIAN. THE IN',ERLOCK SHALL ALSO FUNCTION TO PREVENT OPENING OF THE DOOR WHILE THE DISCONNECT IS IN THE ON POSITION. A DEFEATER FOR THIS OPERATION SHALL ALSO BE PR„IIDED IN CASE 17 IS NECESSARY TO CHECK OPERATION WITHOUT INTERRUPTING THE SERVICE. MAGNETIC STARTERS MAGNETIC STARTERS COMPATIBLE WITH THE STANDARD CONSTRUCTION OF THE ' MOTOR CONTROL CENTER SHALL BE FURNISHED. THERMAL OVERLOADS SHALL BE AMIENT TEMPERATURE-COMPENSATED BIMETALLIC TYPE, ONE OVERLOAD PER LEG. THE OVERLOAD ELEMENTS SHALL RE FURNISHED TO MATCH THE FULL-LOAD CURRENT OF THE MOTOR CONNECTED TO THE STARTER. MOTOR PROTECTORS PROVIDE TWO MOTOR PROTECTORS (ONE FOR EACH DOMESTIC PUMP AND MOTOR) EQUAL TO MULTILIN PROTECT 4 MOTOR PROTECTION RELAY. THE UNIT SHALL BE FLUSH MOUNTED IN THE DOOR OF EACH MCC, AND SHALL INCORPORATE THE FOLLOWING PROTECTIVE FEATURES: OVERLOAD, MULTIPLE STARTS, STALL, OVER-TEMPERATURE, GROUND FAULTS AND LEAKAGE, PHASE LOSS, PHASE UNBALANCE, FUSE FAILURE, AND CONTACTOR POLE WEAR, THE UNIT SMALL HAVE ADJUSTABLE FULL LOAD CURRENT, STALL TIME, GROUND FAULT CURRENT, AND TRIP TIME, AND SHALL HAVE LATCHING, MANUALLY RESET INDICATORS FOR EACH OF THE MOTOR PROTECTION FUNCTIONS. THE RELAY SHALL BE OF THE PLUG-IN DESIGN FOR EASY REMOVAL WITHOUT DISTURBING THE MCC WIRING AND SHALL OPERATE FROM 120 VAC. THE UNIT SHALL BE CI.APLETE WITH ALL NECESSARY SENSORS AND INTERFACES TO PERFORM THE FUNC IIO67, DESCRIBED HEREIN. ' CIRCUIT BREAKERS MOLDED CASE CIRCUIT BREAKERS IN CONFORMITY WITH THE CONTRACT PLANS ' SHALL BE FURNISHED FOR MAIN, COMBINATION UNIT AND OTHER BRANCH CIRCUITS. THESE CIRCUIT BREAKERS SHALL COMPLY WITH INTERRUPTING RATING REQUIREMENTS AS WELL AS WITH LOAD RATING REQUIREMENTS AS SHOWN AND SPECIFIED. 16-0 CITY OF RENTON ELECTRICAL ' WEST HILL PUMP STATION , THE BREAKERS SHALL HAVE A PUSH-TO-TRIP FEATURE FOR TESTING AND ' EXERCISING THE BREAKER TRIP MECHANISM. IDENTIFICATION ' A CONTROL CENTER IDENTIFICATION NAMEPLATE DESCRIBING SECTION CATALOG , NUMBERS AND CHARACTERISTICS SHAL BE 'ASTENED ON THE VERTICAL WIREWAY DOOR OF EACH SECTION. U.L. LABELING S APPROPRIATE AND IN CONFORMITY WITH ENFORECMENT OF THE STATE OF WASH,AGTON SHALL BE PROVIDED. EACH CONTROL CENTER UNIT SHALL HAVE ITS OWN IDENTIFICATION NAMEPLATE, ' GIVING UNIT CATALOG NUMBER, FASTENED TO THE UNIT SADDLE NEAR THE UPPER LEFT-HAND CORNER, THESE NAMEPLATES SHALL HAVE SUITABLE REFERENCES TO ' FACTORY RECORDS SO THAT FUTURE COMMUNICATIONS WITH THE FACTORY REGARDING THE PARTICULAR UNIT MAY BE EASILY ESTABLISHED. EACH CONTROL CENTER UNIT SHALL ALSO HAVE AN ENGRAVED, LAMINATED ' PLASTIC NAMEPLATE FASTENED TO THE OUTSIDE OF THE UNIT DOOR. SEE SECTION 10.2 FOR SPECIFIC. LEGEND WORDING. FINISH ALL PAINTED PARTS SHALL UNDERGO A PHOSPHATIZiNG, PREPAINTING TREATMENT , FOR RUST RESISTANCE AND GOOD PAINT 6OND. ALL PAINTING SHALL BE WITH ENA.MAL WHICH SHALL BE BAKED FOR A DURALBE, , HARD FINISH, 20. 6EWERAL WORKMANSHIP ' INSTALLATION OF THE VARIOUS COMPONENTS OF THE ELECTRICAL WORK SHALL BE , PERFORMED BY CRAFTSMEN EXPERIENCE; IN COMMERCIAL AND INDUSTRIAL ELECTRICAL INSTALLATIONS. CRAFTSMANSHIP AND METHODS OF INSTALLATION SHALL BE IN CONFORMITY WITH NECA `STANDARDS OF INSTALLATIONS", WHICH IS HEREBY MADE PART OF THESE SPECIFICATIONS. ' 21. CUTTING, PATCHIN6, A10 PIERCING ' 1. OBTAIN WRITTEN PERMISSION OF THE ENGINEER BEFORE CUTTING OR PIERCING STRUCTURAL MEMBERS. ' 2. USE CRAFTSMEN SKILLED IN THEIR RESPECTIVE TRADES FOR CUTTING, FITTING, REPAIRING, PATCHING OF PLASTER, AND FINISHING OF MATERIALS, INCLUDING CARPENTRY WORK, METAI WORK, OR CONCRETE WORK ' REQUIRED FOR THIS WORK. DO NOT WEAKEN WAI ' S, PARTITIONS, OR FLOORS WITH CUTTING. HOLES REQUIRED TO BE „UI 1N FLOORS MUST BE DRILLED WITHOUT EXCESSIVE BREAKING OUT AROUND THE HOLES. , 16-9 CITY OF RENTON ELECTRICAL ' WEST HILL PIMP STATION 3. SLEEVES THROUGH FLOORS AND WALLS TO BE STEEL PIPE, FLUSH WITH WALLS, CEILINGS OR FINISKED FLOORS, SIZED TO ACCOMMODATE THE RACEWAY, ' +. USE CARE IN PIERCING AND WATERPROOFING. AFTER PIERCING AND, THE WATERPROOFING HAS BEEN SET IN PLACE, SEA;. OPENING, AND MAKE ABSOLUTELY WATERTIGHT, 22. WEATHER PROTECTION SEAL EQUIPMENT DR COMPONENTS EXPOSED TO WEATHER AND MAKE WATERTIGHT AND INSECT-PROOF, PROTECT EQUIPMENT OUTLETS AND CONDUIT OPENINGS WITH 1 TEMPORARY PLUGS OR CAPS AT ALL TIMES THAT WORK 1S NOT IN PROGRESS. ' 23. IDENTIFICATION OF EQUIPMENT 1. PROVIDE A NAME TAG FOR EACH PIECE OF EQUIPMENT AND FOR EACH CIRCUIT AND/OR CONTROL DEVICE ASSOCIATED WITH THE EQUIPMENT. NAME PLATES SHALL BE PHENOLIC ENGRAVED AND SHALL CLEARLY INDENTIFY THE ASSOCIATED COMPONENT. COLOR SHALL BE BLACK BACKGROUND WITH WHITE LETTERS. TAGS SHALL BE SECURELY ATTACHED. 24. ACCESS TO EQUIPMENT 1. LOCATE STARTERS, SWITCHES, PULLPDXES, AND SIMILAR ITEMS TO PROVIDE BEST POSSIBLE ACCESS FOR OPERATION, MAINTENANCE, AND ' REPAIR. ' 25. PROTECTIVE FINISHES 1. PREPARE ALL EXPOSED FITTINGS, BOXES, SUPPORTS, PANELBOARDS, ETC., ' FOR PAINTING BY REMOVING ALL OIL, GREASE, AND DIRT. 2. TAKE CARE NOT TO SCRATCH OR DEFACE FACTORY FINISH ON ELECTRICAL APPARATUS AND DEVICES. ' 3. EXPOSED CONDUIT INSTALLED SUBSEQUENT TO ROOM FINISH SHALL BE PAINTED TO MATCH, 4, PROVIDE NOT-DIP GALVANIZED COMPONENTS FOR FERROUS MATERIALS EXPOSED TO THE WEATHER, 5. PROVIDE BITUMINOUS ASPHALTIC COATING FOR ALL FERROUS CONDUIT INSTALLED DIRECTLY IN EARTH. APPLY TWO (2) COATS AFTER COMPLETELY ASSEMBLED. 16-10 t CITY OF RENTON ELECTRICAL ' WEST HILL PIMP STATION 6. CONDUIT WITH FACTORY-APPLIED PROTECTIVE COATING MAY BE CONSIDERED ' 1N LIEU OF ASPHALT, PROVIDING SUITABLE TOUCH-UP MATERIALS ARE ' USED FOR FINAL SEALING OF COUPLINGS AND INJURIES TO THE FACTORY-APPLIED COAT. 26. TESTING 1. TEST ALL CIRCUITS FOR CONTINUITY, FREEDOM FROM GROUND, AND PROPER ' OPERATION DURING PROGESS OF WORK. 2. TEST ALL SYSTEMS AS THEY ARE COMPLETED AS PER REQUIREMENTS. 3. CONDUCT SPECIAL TESTS AS REQUIRED FOR SERVICE AND/OR SYSTEM ' GROUND, 4, TEST PUMP MOTOR TO VERIFY THAT AN OVERLOAD CONDITION DOES NOT t EXIST. 27. CLEAN-OP AND COMMISSIONING ' 1. THROUGHOUT THE WORK, THE CONTRACTOR SHALL KEEP THE WORK AREA ' REASONABLY NEAT AND ORDERLY BY PERIODIC CLEAN-UPS AS REQUIRED. 2. AS PART OF THE INSTALLATION BECOMES READY FOR USE, THE SEGMENTS ' SHALL BE COMMISSIONED AND USED FOR CONVENIENCE :URING CONSTRUCTION, 28. FINAL TEST ' 1. FINAL TEST SHALL BE CONDUCTED IN THE PRESENCE OF THE OWNER AND/OR ' HIS AUFHORI7ED REPRESENTATIVE. 2. PRIOR TO THE TEST, THE CONTRACTOR SHALL HAVE SATISFIED HIMSELF , i HAT THE PROJECT AREA IS PROPERLY CLEANED UP, ALL PATCHING AND PAINTING DEEMED NECESSARY PROPERLY DONE, AND ALL SYSTEMS, EQUIPMENT, AND CONTROLS ARE FUNCTIONING AS INTENDED. ' 3. THE CONTRACTOR SHALL RUN ALL TESTS AND FURNISH ALL TESTING INSTRUMENTS REQUIRED TO DEMONSTRATE SATISFACTORY OPERATION OF SYSTEMS, EQUIPMENT, AND CONTROLS. ' 29. CORRECTIONS , 1. AFTER THE CONCLUSION OF THE FINAL TEST, THE CONTRACTOR WILL RECEIVE A WRITTEN NOTICE REQUIRING REPLACEMENT, ADJUSTMENT, OR REPAIR OF SYSTEMS, EQUIPMENT, AND CONTROLS WHICH DO NOT MEET THE ' SPECIFIED REQUIREMENTS. 16-11 ' ' CITY OF RENTON ELECTRICAL WEST HILL PUMP STATION 2. INSPECTION AND RETESTING AS NECESSARY WILL BE REQUIRED SUBSEQUENT TO THE CONTRACTOR'S NOTIFICATION THAT THE REQUESTED CORRECTIONS HAVE BEEN MADE. ' 30. YARRAIM 1. UNLESS OTHERWISE STATED, THE WARRANTY STARTS ON THE DATE WRITTEN ' NOTICE 15 GIVEN THAT THE PROJECT IS COMPLETE AND ALL REQUIRED CORRECTIONS HAVE BEEN MADE. 1 t 1 16-12 CITY OF RENTON TELEMETRY AND CONTROL ' WEST HILL PUMP STATION 17.0 ' +t TRY AID SUPERVISORY CONTROL 17.1 GENERAL 1. SCOPE OF WORK ' THIS CONTRACT INVOLVES THE PROVISION AND CONSTRUCTION OF AUTOMATIC CONTROL EQUIPMENT TO BE PLACED ON THE NEW WEST HILL RESERVOIR ' CONSTRUCTED UNDER A SEPARATE CONTRACT AND IN THE NEW WEST HILL PUMP STATION CONSTRUCTED UNDER THIS CONTRACT. THE NEW AUTOMATIC CONTROL SYSTEM WILL OPERATE AS A STAND-ALONE SYSTEM AND WILL NOT INTERFACE ' WITH THE EXISTING AUTOMATIC CONTROL SYSTEM BEING USED BY THE CITY. IT WILL COMPLETELY CONTROL THE OPERATION OF 3 BOOSTER PUMPS (WITH PROVISIONS FOR A FUTURE FOURTH PUMP) BASED ON THE LEVELS IN THE WEST ' HILL RESERVOIR, AND DISTRIBUTION SYSTEM OPERATING CONDITIONS (HIGH PRESSURE SHUTDOWN, LOW SUCTION SHUTDOWN, ETC.). THE SYSTEM WILL ALSO DISPLAY AND RECORD THE WATER LEVEL IN THE WEST HILL RESERVOIR. THE HARDWIRE TELEMETRY LINK BETWEEN THE PUMP STATION AND THE RESERVOIR t WILL BE PROVIDED BY OTHERS. 2. SYSTEM DESCRIP110N , THE FUNCTIONS OF THE NEW AUTOMATIC CONTROL SYSTEM SHALL BE THE FOLLOWING: 1. CONTROL THE BOOSTER PUMPS BASED ON THE FOLLOWING: A. LOW RESERVOIR LEVEL START (ADJUSTABLE SETPOINT FOR EACH ' PUMP) R. HIGH RESERVOIR LEVEL STOP (ADJUSTABLE SETPOINT FOR EACH PUMP) ' C. LOW SUC110N PRESSURE STOP (ADJUSTABLE SETPOINT) O. LOW DISCHARGE PRESSURE STOP (ADJUSTABLE SETPOINT) E. HIGH DISCHARGE PRESSURE STOP (ADJUSTAt E SETPOINT) F. MOTOR PROTECTOR TRIP STOP , 2. CONTROL THE DIESEL ENGINE BASED ON THE FOLLOWING: A. LOW RESERVOIR LEVEL START (ADJUSTABLE SETPOINT) , B. HIGH RESERVOIR LEVEL STOP (ADJUSTABLE SETPOINT) C. LOW SUCTION PRESSURE STOP (ADJUSTABLE SETPOINT) ' D. LOW DISCHARGE PRESSURE STOP (ADJUSTABLE SETPOINT) E. HIGH DISCHARGE PRESSURE STOP (ADJUSTABLE SETPOINT) F. COOLING SYSTEM FAILURE STOP 17-1 , 1 CITY OF RENTON TELEMETRY AND CONTROL NEST HILL PUMP STATION 1 G. LOW OIL PRESSURE STOP 1 H. MOTOR OVERSPEED STOP 1. HIGH MOTOR TEMPERATURE STOP 1 3. DISPLAY THE FOLLOWING ANALOG VALUES AT THE AUTOMATIC CONTROL CABINET: A. SUCTION PRESSURE IN PSI 1 B. DISCHARGE PRESSURE IN PSI C. RESERVOIR LEVEL IN S OF FULL D. PUMP STATION FLOWRATE IN GPM 1 0. DISPLAY THE FOLLOWING ANALOG VALUES AT THE RESERVOIR: 1 A. RESERVOIR LEVEL IN S OF FULL 5. RECORD THE FOLLOWING ANALOG VALUES AT THE AUTOMATIC CONTROL CABINET: 1 A. RESERVOIR LEVEL 1N S OF FULL 1 6. DISPLAY THE FOLLOWING DISCREET FUNCTIONS AT THE AUTOMATIC CONTROL CABINET: A. PUMP REQUIRED (FOR EAC4 PUMP) 1 B. PUMP RUN (FOR EACH PUMP) C. PUMP FAIL ALARM (FOR EACH PUMP; 0. LOW RESERVOIR LEVEL ALARM (ADJUSTABLE SETPOINT FROM 1 ANALOG VALUE) E. HIGH RESERVOIR LEVEL ALARM (ADJUSTABLE SETPOINT FROM ANALOG VALUE) 1 F. ENTRY AT RESERVOIR G. ACKNOWLEDGE AT RESERVOIR H. LOW BATTERY LEVEL AT RESERVOIR 1. POWER FAILURE AT RESERVOIR 1 J. COMMUNICATION FAILURE ALARM (TELEMETRY LINK TO RESERVOIR) K. DATA FAILURE ALARM (TELEMETRY LINK TO RESERVOIRI 1 L. HIGH DISCHARGE PRESSURE ALARM M. LOW DISCHARGE PRESSURE ALARM N. MOTOR PROTECTOR TRIP ALARM 0. DIESEL ENGINE FAILURE ALARM i P. LOW CATTERY LEVEL AT PUMP STATION Q. POWER FAILURE AT PUMP STATION R. LOW RESERVOIR LEVEL ALARM (FROM PRESSUkE SWITCH 1 SETPOINT) S. HIGH RESERVOIR LEVEL ALARM (FROM PRESSURE SWITCH SETPOINT) 1 i 17_2 1 CITY OF RENTON TELEMETRY AND CONTROL ' WES' HILL PIMP STATION ' ISPLAY THE FOLLOWING DISCREET FUNCTIONS AT THE RESERVOIR: ' A. BATTERY RATE OF CHARGE , B. MASTER ALARM ON C. LOW RESERVOIR LEVEL (FROM PRESSURE SWITCH SETPOINTI D. HIGH RESERVOIR LEVEL (FROM PRESSURE SWITCH SETPOIN') , E. POWER FAILURE F. ENTRY G. ACKNOWLEDGE t H. COMMUNICATION FAILURE 1. DATA FAILURE 3. TRANSMISSION MEDIA ' THE NEW TELEMETRY EQUIPMENT SMALL OPERATE OVER 20 GAUGE TYPE TC, HARD ' WIRED CABLE INSTALLED BY OTHERS, BUT CONNECTED TO FINAL DEVICES UNDER THIS CONTRACT. W. SMRIMI TTALS t 1, SHOP DRAWINGS AND OPERATING AND MAINTENANCE DATA ' THE CONTRACTOR SHALL SUBMIT THE FOLLOWING INFORMATION, AS APPLICABLE, ON ALL EQUIPMENT TO BE INSTALLED IN THIS SECTION: ' A. SHOP DRAWINGS AND/OR CATALOG INFORMATION AND C'JTS B. MANUFACTURER'S SPECIFICATIONS, PARTS LISTS, SUGGESTED ' SPARE PARTS LISTS, AND EQUIPMENT DRAWINGS C. WIRING DIAGRAMS OF SYSTEMS AND EQUIPMENT D. COMPLETE LUBRICATION, MAINTENANCE, AND OPERATING INSTRUCTIONS, INCLUDING INITIAL STARTUP INSTRUCTION , E. OTHER TECHNICAL, INSTALLATION, AND MAINTENANCE DATA AS APPLICABLE, AND AS REQUESTED BY THE ENGINEER, ALL INFORMATION SUBMITTED SHALL BE SPECIFICALLY FOR THE ' EQUIPMENT INSTALLED IN THE PROJECT, AND ALL EXTRANEOUS SHEETS SHALL BE REMOVED OR DELETED FROM CATALOGS AND OTHER PREPRINTED ' MATERIALS. 17.2 FUNCTIONAL_REp11RE14ENTS , 1. SCOPE ' THIS SECTION COVERS ALL WORK NECESSARY FOR FURNISHING, INSTALLING, ADJUSTING, TESTING, AND MAINTAINING THE TELEMETRY AND SUPERVISORY , CONTROL SYSTEM. 1)-3 ' CITY OF RENTON TELEMETRY AND CONTROL NEST HILL PIMP STATION ' 2. RESPONSIBILITY FOR COMPLETE SYSTEM ' THE CONTROL SUPPLIER SHALL BE RESPONSIBILE FOR FURNISHING, INSTALLING, ADJUSTING, TESTING, AND STARTUP OF A COMPLETE COORDINATED SYSTEM THAT WILL PERFORM THE SPECIFIED FUNCTIONS LISTED HEREIN AT THE tCOMPLETION OF THE PROJECT. THE CONTROL SUPPLIERS SHALL BE RESPONSIBLE FOR ALL SIGNAL (ELECTRIC, ' HYDRAULIC, AND PNEUMATIC) AND POWER CONNECTIONS TO ALL DEVICES PROVIDED UNDER THIS SECTION. THE CONTROL SUPPLIERS SHALL ALSO MAKE SIGNAL AND POWER CONNECTIONS TO ALL DEVICES THAT INTERFACE WITH ' EQUIPMENT PROVIDED UNDER THIS SECTIOW. ALL CONNECTIONS TO THE EXISTING SYSTEM WILL BE PERFORMED UNDER THE GUIDANCE AND SUPERVISION OF THE CITY. NO CONNECTIONS WILL BE MADE WITHOUT THE C1TY.S KNOWLEDGE, APPROVAL, AND PRESENCE. 3. LOOP FUNCTIONS ' 1. GENERAL THE TELEMETRY AND SUPERVISORY CONTROL SYSTEM SHALL PROVIDE ALL ' OF THE FUNCTIONS DESCRIBED HEREINAFTER FOR EACH LOOP. MAJOR EQUIPMENT ITEMS ARE SPECIFIED IN A LATER SECTION, THE CONTRACTOR SHALL PROVIDE ALL ITEMS OR EQUIPMENT NECESSARY TO ' PROVIDE THE REQUIRED LOOP PERFORMANCE. 2. LOOP FUNCTION FOP PUMP NO. 3 ' PUMP NC. 3 IS A VERTICAL TURBINE PUMP DRIVEN BY A 125 HORSEPOWER DIESEL ENGINE AND WILL BE USED FOR FIREFLOW REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE AUTOMATIC AND MANUAL STARTING AND ' STOPPING FSH THE 125 HORSE POWEP DIESEL ENGINE AS FOLLOWS. A. AUTOMATIC STARTING: ' AUTOMATIC STARTING SHALL BE FROM THE AUTOMATIC CONTROL CABINET (ACC), AND SHALL BE BASED ON ADJUSTABLE LEVEL SETPOINTS IN THE WEST HILL RESERVOIR. WHEN THE ENGINE IS CALLED TO RUN, A 'CALL" LIGHT SHALL BE ENERGIZED AT THE CABINET. WHEN THE ENGINE 1S RUNNING, A "RUN" LIGHT SHALL BE ENERGIZED. THE "RUN" SIGNAL SHALL BE A TRUE RUN SIGNAL AND SHALL BE ACTUATED BY OIL PRESSURE. THIS RUN CIRCUIT SHALL INCLUDE SUFFICIENT ADJUSTABLE TIME DELAY DEVICES TO PREVENT NUISANCE TRIPPING OF THE FAIL ALARM. IF THE ENGINE IS CALLED TO RUN AND DOES NOT START, OR 1F THE ENGINE IS CALLED TO RUN AND STOPS, A "FAIL' LIGHT AND ALARM SHALL BE ENERGIZED. 11-A m_ ___ CITY OF RENTON TELEMETRY AND CONTROL ' WEST HILL PIMP STATION 1 B. MANUAL STARTING: MANUAL STARTING SHALL BE FROM THE AUTOMATIC CONTROL CABINET , AND FROM THE DIESEL CONTROL CABINET (DCC). MANUAL STARTING FROM THE DIESEL CONTROL CABINET SHALL CONSIST OF AN HOA SWITCH SET THAT WILL PROVIDE THE FOLLOWING: ' H (HAND): THIS POSITION WILL START THE ENGINE AND WILL COMPLETELY OVERRIDE THE AUTOMATIC CONTROL CABINET BUT WILL ' NOT OVERRIDE THE AUTOMATIC SHUTDOWN FEATURES PROVIDED WITH THE ENGINE, WHICH INCLUDE: 1. MOTOR OVERSPEED 2. LOW OIL PRESSURE 3. HIGH TEMPERATURE 0 (OFF): THIS POSITION WILL STOP THE ENGINE OR PREVENT THE ' ENGINE FROM STARTING AND WILL COMPLETELY OVERRIDE THE AUTOMATIC CONTROL CABINET. A (AUTO) : THIS POSITION WILL ALLOW THE ENGINE TO BE CONTROLLED BY THE AUTOMATIC CONTROL CABINET. , MANUAL STARTING FROM THE AUTOMATIC CONTROL CABINET SHALL CONSIST OF AN HOA SWITCH SET THAT WILL PROVIDE THE FOLLOWING, THESE FUNCTIONS WILL OPERATE ONLY IF THE HOA ' SWITCH SET AT THE DCC IS IN "A" (AUTO): H (HAND): THIS POSITION WILL CALL THE ENGINE TO RUN AN' ' SHALL OVERRIDE THE AUTOMATIC RESERVOIR LEVEL SHUTDOWN SETPOINT. "RUM' AND "FAIL" FEATURES SHALL BE THE SAME AS SPECIFIED IN THE PREVIOUS SECTION "AUTOMATIC STARTING". 0 (OFF): THIS POSITION WILL STOP THE ENGINE OR PREVENT THE ENGINE FROM BEING STARTED BY THE AUTOMATIC RESERVOIR LEVEL START SETPOINT. ' A (AUTO): THIS POSITION WILL RETURN CONTROL TO THE AUTOMATIC MODE AS SPECIFIED IN "AUTOMATIC STARTING" AND , "AUTOMATIC STOPPING". C. AUTOMATIC STOPPING: AUTOMATIC STOPPING SHALL BE FROM THE ACC AND FROM THE DCC , AND SHALL BE BASED ON THE FOLLOWING: 1. WEST HILL RESERVOIR LEVEL ADJUSTABLE SETPOINTS ' 2. ENGINE OVERSPEED 3. HIGH ENGINE TEMPERATURE ' 4. LOW OIL PRESSURE 5. LOW SUCTION LEVEL 6. RIGHT ANGLE DRIVE COOLING 17-5 , t CITY OF RENTON TELEMETRY AND CONTROL WEST HILL PUMP STATION 1 t NOTE: ITEMS 2 THROUGH 6 MAY NO' BE OVERRIDDEN. AUTOMATIC STOPPING FROM THE ACC SHALL BE BASED ON 4DJUSTABLE LEVEL SETPOINTS IN THE WEST HILL RESERVOIR, WHEN THE PUMP IS CALLED TO STOP, THE 'CALL' LIGHT SHALL GO OUT AND AN ALARM SHALL BE SOUNDED IF THE ENGINE DOES NOT STOP AS INDICATED BY ENGINE OIL PRESSURE. ' AUTOMATIC STOPPING FROM THE DCC SHALL BE BASED ON THE FOLLOWING: ' 1. ENGINE OVERSPEED 2. HIGH ENGINE TEMPERATURE 3. LOW OIL PRESSURE t 4. LOW SUCTION LEVEL 5. RIGHT ANGLE DRIVE COOLING FAILURE ' THE CONTRACTOR IS REQUIRED TO PROVIDE ALL EQUIPMENT NECESSARY TO INTERFACE THE ENGINE PROVIDED SHUTDOWNS WITH THE NEW AUTOMATIC CONTROL SYSTEM. ' TF ANY OF THE PRECEEDING FIVE SHUTDOWN CONDITIONS OCCUR, THE SAIL" LIGHT AND ALARM AT THE ACC SHALL BE REQUIRED TO SOUND. tD. MANUAL STOPPING. ' MANUAL STOPPING SHALL BE FROM THE ACC AND FROM THE DCC. MANUAL STOPPING FROM THE ACC SHALL BE FROM THE HOA SWITCH SET AND SHALL OVERRIDE THE AUTOMATIC START OF THE ENGINE. MANUAL STOPPING FROM THE DCC SHALL OVERRIDE ALL AUTOMATIC AND MANUAL ATTEMPTS TO STAR' THE ENGINE AND WILL STOP THE ENGINE IF IT IS RUNNING. 3. LOOP FUNCTION FOR PUMP N0. 1 AND PUMP N0. 2 PUMP 40. 1 AND PIMP NO. 2 ARE VERTICAL TURBINE PUMPS ANC ARE DRIVEN BY 60 HORSEPOWER ELECTRIC MOTORS AND WILL BE USED FOR ' NORMAL DEMAND REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE AUTOMATIC AND MANUAL STARTING AND STOPPING FOR THE 60 HORSEPOWEP ELECTRIC MOTORS AS FOLLOWS: ' A. AUTOMATIC STARTING: AUTOMATIC STARTING SHALL BE FROM THE ACC AND SHALL BE BASED ON ADJUSTABLE LEVEL SETPOINTS IN THE WEST HILL RESERVOIR. WHEN THE PUMP IS CALLED TO RUN, A "CALL" LIGHT SHALL BE ENERGIZED AT THE ACC. WHEN THE PIMP IS RUNNING, A "RUN" ' 17-6 0- CITY OF RENTON TELEMETRY AND CONTROL , WEST HILL PIMP STATION LIGHT SHALL BE ENERGIZED. THERE SHALL BE A PUMP "FAIL' ' LIGHT AND ALARM IS THERE IS A DISAGREEMENT IN THESE TWO ' CIRCUITS. B. MANUAL STARTING: MANUAL STARTING FOR PUMP NO. 1 AND PUMP NO. 2 SHALL BE FROM ' THE ACC AND THE MOTOR CONTROL CENTER, THE HAND POSITION ON THE MOTOR CONTROL CENTER SHALL OVERRIDE ALL PUMP SHUTDOWNS ' (LOW SUCTION LEVEL, LOW DISCHARGE PRESSURE, HIGH DISCHARGE PRESSURE, MOTOR PROTECTOR TRIP). THE HAND POSITION ON THE ACC WILL NOT OVERRIDE THESE FUNCTIONS. C. AUTOMATIC STOPPING: AUTOMATIC STOPPING SHALL BE FROM THE ACC AND FROM THE MOTOR 1 CONTROL CENTER AND SHALL BE BASED ON THE FOLLOWING: 1. WEST HILL RESERVOIR LEVEL SETPOINTS ' 2. LOW SUCTION LEVEL 3. LOW DISCHARGE PRESSURE 4. HIGH DISCHARGE PRESSURE 5. MOTOR PROTECTOR TRIP ' AUTOMATIC STOPPING FROM THE ACC SHALL BE BASED ON ADJUSTABLE LEVEL SETPOINTS IN THE WEST HILL RESERVOIR, LOW SUCTION ' LEVEL, HIGH DISCHARGE PRESSURE, LOW DISCHARGE PRESSURE AND MOTOR PROTECTOR TRIP, WHEN THE PUMP IS CAV ED TO STOP, THE "CALL" LIGHT SHALL GO OUT AND AN ALARM SHALL BE SOUNDED IF , THE PUMP DOES NOT STOP. D. MANUAL STOPPING: MANUAL STOPPING FOR PUMP NO. I AND PUMP NO. 2 SHALL BE THE ' SAME AS FOR THE FIRE PIMP. 4. LOOP FUNCTION FOR PUMP NO. 4 ' PUMP NO. 4 IS NOT TO BE PROVIDED UNDER THIS CONTRACT. PUMP NO. ' 4 WILL BE IDENTICAL TO PUMP NO. 1 AND PUMP NO. 2 AND WILL BE PROVIDED AT A FUTURE DATE. THE CONTRACTOR WILL NOT BE REQUIRED TO PROVIDE ANY HARDWARE FOR FUTURE PIMP NO. 4. BUT MUST CONSIDER , THE FUTURE INSTALLATION OF THIS PUMP IN THE DESIGN OF HIS SYSTEM. ALL PANEL CUTOUTS AT THE AUTOMATIC CONTROL CABINET MUST BE MADE , FOR THE INSTALLATION OF FUTURE PUMP NO. 4 EQUIPMENT. THESE CUTOUTS ARE TO BE BLANKED OFF. CUTOUTS SHALL BE PLUGGED BY A METAL COVER SECURED IN SUCH A WAY THAT NO FASTENERS ARE VISIBLE , FROM THE FRONT, OF THE PANEL. COVERS SHALL BE EASILY REMOVABLE FOR FUTURE USE. 17-7 , CITY OF RENTON TELEMETRY AND CONTROL WEST HILL PUMP STATION ' ALL HARDWARE PROVIDED SHALL BE SELECTED AND DESIGNED WITH FUTURE PUMP NO. 4 IN MIND. THE ADDITION OF PUMP NO. 4 SHALL NOT REWIRE THE REPLACEMENT OF EXISTING EQUIPMENT DUE TO ' INCOMPATIBILITY OR LACK OF CAPACITY. ' 17.3 E4UIPNlEffT ' 1. PANEL CONSTRUCTION PANELS SHOULD BE COMPLETELY FABRICATED, INSTRUMENTS INSTALLED AND WIRED IN THE MANUFACTURER'S FACTORY, ALL WIRING SHALL BE COMPLETED AND TESTED PRIOR TO SHIPMENT. ALL EXTERNAL CONNECTIONS SHALL BE BY WAY OF NUMBERED TERMINAL BLOCKS. PANEL CUTOUTS FOR INSTRUMENTS AND DEVICES SHALL BE CUT, PUNCHED, OR ' DRILLED AND SMOOTHLY FINISHED WITH ROUNDED EDGES. 2. CONTROL EQUIPMENT PANELS CONTROL EQUIPMENT PANELS SHALL BE ENCLOSURES CONFORMING TO THE ' REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION AND SHALL BE NEMA 12 FOR INDOOR USE AND NEMA 4 FOR OUTDOOR USE. ' IN ADDITION TO THE NEMA STANDARDS, THE PANELS SHALL CONFORM TO THE FOLLOW1Ng REQUIREMENTS: ' 1. MINIMAL METAL THICKNESS SHALL BE 14-GAG;. 2. ALL DOORS SHALL BE RUBBER-GASKETEO WITH CONTINUOUS HINGE AND KEY LOCKING LATCH MECHANISM. 3. WHEREVER PRACTICAL, ENCLOSURES SHALL BE A MANUFACTURED ITEM. 4, PANELS SHALL BE SIZED TO ADEQUATELY DISSIPATE HEAT GENERATED BY EQUIPMENT MOUNTED IN OR ON THE PANEL. ' 3. POWER REQUIREMENTS ' 4. POWER SUPPLY ALL PUMP STATION PANELS WILL BE PROVIDED WITH 120-VOLT, 60-HZ POWER. RESERVOIR PANELS MUST BE PROVIDED WITH POWER UNDER THIS SECTION. MAKE PROVISIONS FOR CONDUIT ENTRY AND PROVIDE A TERMINAL BLOCK FOR TERMINATION OF THE CIRCUIT WIRES. ' 17-8 CITY OF RENTON TELEMETRY AMD CONTROI ' WEST HILL PUMP STATION BRANCH CIRCUITS SHALL BE INDIVIDUALLY FUSED WITH AN INDICATION OF ' FUSE OPENING. ALL FUSE HOLDERS FOR THE PANEL SHALL BE GROUPED ON , A SINGLE SUBPANEL. THEY SHALL BE SO SITUATED THAT WHEN THE PANEL DOOR IS OPENED THERE IS A CLEAR VIEW OF THE INDICATORS AND CLEAR ACCESS FOR REPLACEMENT OF THE FUSES. FUSES SHALL BE BUSSMAN MANUFACTURING MODEL ABC OR MDA RATED FOR BRANCH CIRCUIT CAPACITY, , OR APPROVED EQUAL. S. NIRIP+G , ALL ELECTRICAL WIRING SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC). WIRES SHALL BE 600-VOLT CLASS, PVC ' INSULATED, 57kAMDEO COPPER AND SHALL BE THE SIZES REQUIRED FOR THE CURRENT TO BE CARRIED BUT NOT LESS THAN NO. 14 AWG CONDUCTOR SIZE. ALL POWER MIRING SHALL BE SUPPORTED ON A SHEET METAL RACEWAY OR ' ENCLOSED IN A PLASTIC WIRING DUCT. MIRING FOR SIGNAL CIRCUITS SHALL BE TWISTED SHIELDED PAIRS NOT SMALLER THAN NO. 16 AWG, AND BE SEPARATED AT LEAST SIX INCHES FROM ANY POWER WIRING. ' ALL WIRES BETWEEN PANEL-MOUNTED EQUIPMENT AND OTHER EQUIPMENT SHALL BE TERMINATED A; TERMINAL BLOCKS. WIRES SHALL BE TERMINATED AT THE TERMINAL BLOCKS WITH CRIMP-TYPE, PRE-INSULATED, RING-TONGUE ' LUGS. LUGS SHALL BE OF THE APPROPRIATE SIZE FOR THEIR TERMINAL BLOCK SCREWS AND FOR THE NUMBER AND SIZE OF THE WIRES TERMINATED. 6. TERMIM BLOCKS ' TERMINAL BLOCKS SHALL BE GNE-PIECE MOLDED PLASTIC BLOCKS MtI ' SCREW-TYPE TERMINALS AND BARRIERS RATED FOR 300 VOLTS. TERMINALS SHALL BE DOUBLED SIDED AND SUPPLIED WITH REMOVABLE COVERS TO PREVENT ACCIDENTAL CONTACT WITH LIVE CIRCUITS. TERMINALS SHALL HAVE PERMANENT, LEGIBLE IDENTIFICATION, CLEARLY VISIBLE WITH THE ■ PROTECTIVE COVER REMOVED. 7. _NAMEPLATES. NAKTAG AID_SERVICE LEGENDS ' ALL COMPONENTS PROVIDED UNDER THIS SECTION, BOTH FIELD AND PANEL ' MOUNTED, SHALL BE PROVIDED WITH PERMANENTLY MOUNTED PLASTIC NAMETAGS. THE PANEL DRAWINGS REFER TO NAMEPLATES AND SERVICE LEGENDS, AND ARE IDENTIFIED BY A NUMBERED TRIANGLE ON THE PLANS. SERVICE LEGENDS AND NAMEPLATES SHALL BE ENGRAVED, RIGID, LAMINATED ' PLASTIC TYPE WITH ADHESIVE BACK. UNLESS OTHERWISE NOTED, COLOR SHALL BE BLACK WITH WHITE LETTERS AND LETTER HEIGHT SHALL BE 5/16 INCH. , 17-9 ` t CITY OF RENTON TELEMETRY AND :ONTROL WEST HILL PUMP STATION B. INPUT/OUTPUT INTERFACE ' PROVIDE A COMPLETE INPUT/OUTPUT INTERFACE AS REQUIRED TO ACCEPT ALL INPUTS AND SUPPLY ALL OUTPUT NECESSARY TO FULFILL THE ' FUNCTIONAL REQUIREMENTS OF THIS SPECIFICATION. ANALOG INPUTS ANALOG TO DIGITAL CONVFRSION SHALL HAVE A MINIMUM RESOL_U7_j6N__ff ONE BIT IN 256 AND A MINIMUM ACCURACY OF PLUS OR t MINUS 0.4 PERCENT OF FULL SCALE. COMMON MODE NOISE REJECTION SHALL BE 40 DB MINIMUM FOR FREQUENCIES ABOVE 60 HZ. INDIVIDUAL INUT MODULES SHALL BE CAPABLE OF WITHSTANDING LOW EkaRGY VOLTAGE TRANSIENTS TO 300 VOLTS PEAK WITHOUT CATASTROPHIC FAILURE. DISCRETE INPUTS AND PULSE DURATION INPUTS SHALL IMPOSE A D.C. t1^ OF EXTERNAL CONTACT CLOSURES. INPUT MODULES SHALL HAVE NOISE FILTERS OR USE OTHER TECHNIQUES TO REJECT SHORT-TIME CONSTANT NOISE AND 60-HZ PICKUP. MODULES SHALL BE CAPABLE OF WITHSTANDING LOW ENERGY COMMON MODE ' TRANSIENTS TO 1,500 VOLTS PEAK WITHOUT FAILURE (EXCLUDING FUSE FAILURESI. ' DISCRETE OUTPUTS SHALL BE PROTECTED FROM DAMAGE BY TRANSIENTS. DUTPU S F R WELL CONTROL SHALL PE MOMENTARY OUTPUTS. ANY ADDITIONAL INPUTS, OUTPUTS, FUNCTIONS, OR OPERATIONS REQUIRED ' TO PRODUCE A COMPLETELY OPERATIONAL SYSTEM SHALL BE PROVIDED UNDER THIS SECTION. ' 9. CABLES ' THE CONTROL SUPPLIER SHALL PROVIDE PREFABRICATED, FACTORY-TESTED CABLES FOR INTERCONNECTION BETWEEN ALL COMPONENTS OF THE SYSTEM. ' 10. TIRE PULSE TO CURRENT UNIT SHALL CONVERT A TIME PULSE INPUT TO A 4- TO 20-MA D.L. ' OUTPUT. TIME PULSE CONVERTER SHALL BE HOUSED IN A METALLIC CASE WITH DUSTCOVER AND FURNISHED WITH AN INTEGRAL BRACKET FOR REAR OF PANEL MOUNTING. ' TRANSMITTER SHALL BE TWO-WIRE TYPE AND SHALL TRANSMIT A 4- TO 20-MA D.C. SIGNAL INTO A LOAD IMPEDANCE IN THE RANGE OF 0 TO 400 OHM WITHOUT LOAD ADJUSTMENT FOR A 12- OR 24-VOLT D.C. SUPPLY, 11. LINE PROTECTION UNITS ' THE LINE PROTECTION UNITS SHALL ISOLATE AND PROTECT THE TELEMETRY ELECTRONICS FROM CURRENT AND VOLTAGE SURGES IN THE TRANSMISSION LINES. EACH PROTECTION UNIT SHALL HAVE: 17-10 0 CITY OF RENTON TLLEMETRY AND CONTROL t WEST HILL PUMP STATION 1. AN ISOLATION TRANSFORMER WITH A MINIMUM OF 1,500 VOLTS A.L. ISOLATION, PRIMARY TO SECONDARY, AND A MINIMUM SATURATION , CURRENT OF 100 MILLIAMPS D.C. OR AS REQUIRED TO PROTECT THE TELEMETRY EQUIPMENT FROM DAMAGE. 2. SEPARATE LINE SIDE AND EQUIPMENT SIDE TERMINAL BLOCKS. t 3. TWO CLIP-MOUNTED, REPLACEABLE GAS DISCHARGE TUBES RATED AT 90 VOLTS STRIKING VOL'.AGF AND 5,000-AMPERE PEAK PULSE CURRENT ' CAPACITY AND SUITABLE GROUND STRAP. THE LINE PROTECTION UNIT SHALL BE A COMPLETE UNIT, MOUNTED ON A SEPARATE CHASSIS, AND BE FIELD REPLACEABLE WITHOUT SOLDERING. THE , CHASSIS SHALL BE A ONE QUARTER-INCH-THICK PLATE. 12. D.C. SUPPLIES NORMAL SUPPLY ' PROVIDE O.C. POWER SUPPLIES AS REQUIRED TO POWER INST.WMENTS REQUIRING EXTERNAL D.C. POWER. POWER SUPPLIES SHALL CONVERT ' 120-VOLT, 60-HZ POWER TO D.C. POWER OF THE APPROPRIATE VOLTAGES WITH SUFFICIENT VOLTAGE REGULATION AND RIPPLE CONTROL TO ASSURE THAT THE INSTRUMENTS BEING SUPPLIED CAN OPERITE WITHIN THEIR ' REQUIRED TOLERANCES. THE POWER SUPPLIES AT THE PUMP STATION AND AT THE RESERVOIR SHALL INCLUDL BATTERIES FOR A BACKUP POKER SUPPLY AND CHARGING EQUIPMENT. ' 13. BACKUP POWER SOURCE THE PUMP STATION AND RESERVOIR SITE SHALL HAVE UNINTERRUPTIBLE POWER FOR A PERIOD OF NOT LESS THAN 48 HOURS AFTER NORMAL POWER FAILURE. TRANSFER SHALL RE A NON-MECHANICAL, NON-147ERRUPTi RLE, , SMOOTH TRANSFER TO BATIERY BACKUP, THE PUMP STATICN SHALL DISPLAY POWER FAILURE, AND ALSO A LOW , BATTERY CONDITION ALARM, A POWER FAILURE ALARM SHALL OCCUR 1N THE FORMAT DESCRIBED UNDER ALARM ANUNCIATION. A L0. BATTERY CONDITION ALARM SHALL CAUSE THE ALARM INDICATOd TO FLASH BUT WILL NOT SOUND THE AUDIBLE ALARM. THE INDICATING LIGHT SHALL GO OFF WHEN THE ' ALARM CONDITION IS CLEAR. BATTERIES, UATTERY CHARGb,3 AND NECESSARY WIRING SHALL RE INSTALLED TO MEET THE ABOVE SPECIFICATIONS. RESERVOIR SITE BATTERIES SHALL BE GEL CELL BATTERIES OF SUFFICIENT AMPERE HOUR SUPPLY FOR 48 HOURS OF BATTERY BACK-UP POWER SUPPLY. 17-11 , i CITY OF RENTON TELEMETRY AND CONTROL NEST HILL PUMP STATION i i 14. ALARM ANUNCIATION ALL ALARM INDICATORS SHALL BE LIGHTED RED. TIE ALARM BELL SHALL BE SUITABLE FOR PANEL MOUNTING. ON THE INITIATION OF AN ALARM i CONDITION, THE ALARM INDICATING LIGHT ON THE PANEL SHALL FLASH SHOWING THE ALARM INITIATION SITE, AND ALARM TYPE- AND TH_ AUDIBLE ALARM SHALL SOUND. WHEN THE "ACKNOWLEDGE" PUSHBUTTON IS i DEPRESSED, THE INDICATING LIGHTS WILL GO TO A, STEADY 'ON" CONDITION AND THE AUDIBLE ALARM SHALL BE SILENCED. THE STEADY-ON CONDITION OF THE INDICATING LIGHT SHALL REMAIN UNTIL THE ALARM i CONDITION 1S CLEAR. IF AN ALARM CONDITION IS INITIATED AND CLEARS PRIOR TO THE "ACKNOWLEDGE" PUSHBUTTON BEING DEPRESSED, THE ALARM INDICATING, i LIGHT SHALL CONTINUE TO FLASH, BUT THE AUDIBLE ALARM SHALL CEASE ON CLEARING OF THE ALARM. THE FLASHING OF THIS INDICATOR SHALL CONTINUE UNTIL AFTER THE "ACKNOWLEDGE" PUSHBUTTON IS DEPRESSED. i15. RELAYS i RELAYS FOR SUPERVISORY CONTROL, ALARM AND REPORT-BACK FUNCTIUNS SHALL BE SUPPLIED AS REQUIRED TO PROVIDE E".TEPNAL KEYING AND CONTROL SWITCHING. RELAYS SHALL BE 120-VOLT A.L. OR 12- OR 24-VOLT D.C. RELAYS AND SHALL BE PLUG-IN TYPE WITH DUST COVERS i AND SHALL BE INTERCHANGEABLE WITH ONE ANOTHER. ONE SPARE RELAY OF EACH TYPE SHALL BE PROVIDED. CONTACTS SHALL HAVE NEMA RATING DESIGNATIONS OF A150 AND P150 (10 AMPS AT 120 VOLTS, 60 HZ, AK 5 iAMPS AT 120 VOLTS, D.C.). i 16. CONTROL UNITS THE CONTROL UNITS SHALL CONSIST OF ONE MASTER TELEMETRY UNIT, ONE MASTER PIMP UNIT, ONE MASTER DIGITAL UNIT, ONE MASTER CHART UNIT i AND TWO REMOTE TELEMETRY UNITS AS MANUFACTURED BY UNIFACE INC. OR APPROVED EQUAL. ALL OF THESE UNITS SHALL hAVE THE FOLLOWING COMMON CHARACTERISTICS: i1. ALL CONTROL UNITS OPERATE WITH A SINGLE 12 VOLT D.,. VOLTAGE INPUT. 2. ALL CONTROL UNITS UTILIZE FIXED LOGIC AND DO NOT REQUIRE AN i EXTERNAL DEVICE FOR PROGRAMMING. LOSS OF POWER DOES NOT AFFECT OR CHANGE THE "POWER-UP" OPERATION OF THE COMPONENTS. 3. EACH OF THE UNITS UTILIZES A STANDARD, IDENTICAL PRINTED i CIRCUI ' BOARD TO ALLOW ONE SPARE TO BE UTILIZED FOR REPLACEMENT. 4. ALL UNITS ARE CONNECTED BY A FLEXIBLE, PLUG-IN FLEXIBUS i SYSTEM. 5. ALL LIGHT FIXTURES, SWITCHES. DISPLAYS AND PUSHBUTTONS ARE EASILY REPLACEABLE FROM THE FRONT OF THE PANEL. i 11.12 1 CITY OF RENTON TELEMETRY AND CONTROL i NEST HILL PUMP STATION 1 6. ALL UNIT TO UNIT COMMUNICATION SHALL BE BY DIGITALLY ENCODED DATA, i 7. COMMUNICATION TO THE REMOTE SITES SMALL BE 1,000 HERTZ FREQUENCY SHIFT TONE, CRYSTAL CONTROLLED, OPER'TING AT 256 BAUU, AND SHALL REPRESENT DIGITALLY ENCODED DATA (BINARY 1 OR 0). SFCURITY SHALL INCLUDE NO PARITY ERROR, NO FRAMING i ERROR, NO OVER-RUN ERROR. MASTER TELEMETRY UNIT i THE MASTER TELEMETRY UNIT SHALL BE A UNIFACE SYSTEM 210 AND SHALL CONTROL THE DATA COMMUNICATION BETWEEN THE AUTOMATIC CONTROL CABINET AND THE REMOTE TELEMENTRY UNITS. THE UNIT SHALL BE CAPABLE OF EXPANDING TO CONTROL 64 REMOTE SITES. MASTER PUMP UNIT i THE MASTER PUMP UNIT SHALL BE A UNIFACE SYSTEM 210 AvD SHALL HAVE THE i FOLLOWING' 1. DIGITAL DISPLAY FOR STATION FLOWRATE 2. 4 HOA SNITCH SETS FOR THE PUMPS IN THE PUMP STATION i 3. 'REQUIRED', "RUN', AND "FAIL" LIGHTS FOP EACH OF THE PUMPS 4, ALARM LIGHTS AS SHOWN ON THE DRAWINGS i MASTER DIGITAL UNIT THE MASTER IGITAL UNIT SHALL BE A UNIFACE SYSTEM 210 AND SHALL HAVE i THE FOLLOWING: 1. DIGITAL DISPLAY FOR RESERVOIR LEVEL i 2. THUMBWHEEL SWITCH SETS FOR EACH OF THE PUMPS IN THE PUMP STATION 3. THUMBWHEEL SWITCH SETS FOR HIGH AND LOW RESERVOIR ALARM 4, ALARM LIGHTS AS SHOWN ON THE DRAWINGS ' MASTER CHART UNIT i THE MASTER CHART UNIT SHALL BE A UNIFACE SYSTEM 210 AND SHALL CONVERT UP TO 8 BCD PROCESS VARIABLES INTO 4-20 MA SIGNALS FOR CHART RECORDING. THE MASTER CHART UNIT SHALL BE CAPABLE OF FULL SCALE AND i ZERO CALIBRATION FOR EACH OF THE PROCESS VARIABLES RECORDED. REMOTE TELEMETRY UNITS i THE REMOTE TELEMETRY UNITS SHALL BE A UNIFACE SYSTEM 210 AND SHALL RECEIVE AND TRANSMIT PROCESS VARIABLES AND DATA FROM THL AUTOMATIC , CONTROL CABINET. THE RTU'S SHALL HAVE THE FOLLOWING: 17-13 i ' CITY OF RENTON TELEMETRY AND CONTROL WEST HILL PUMP STATION 1. A LIGHTED INDICATOR TO INDICATE WHEN THE CARRIER 1S PRESENT ON THE REC.iVING COMMUNICATIONS LINE. 2. A LIGHTED INDICATOR TO INDICATE WHEN 'HE UNIT IS TRANSMITTING. 3. A LIGHTED INDICATOR TC INDICATE DOWER FAILURE. 4. A LIGHTED INDICATOR TO INDICATE LOW BATTERY CONDITION. S. A LIGHTED INDICATOR LABELLED *MASTER ALARM ON" WHICH INDICATES WHEN THE AUDIBLE ALARM AT THE MASTER CONSOLE IS SOUNDING. 6. A LIGHTED INDICATOR LABELLED 'STATION ALARM' WHICH INDICATES WHEN t THAT STATION IS IN ALARM EITHER FROM THE MASTER CONSOLE DR FROM THE REMOTE LOCATION, 7, A LIGHTED INDICATOR LABELLED 'CONTROL A" WITH ADJACENT TERMINAL STRIF TERMINATION WITH OPEN COLLECTOR TO GROUND WHICH IS ' INITIATED FROM THE MASTER TELEMETRY UNIT TO ALL REMOTES IN PARALLEL. 8. A LIGHTED INDICATOR LABELLED "CONTROL B" W17H OPEN COLLECTOR TO ' GROUND TERMINAL STRIP WHICH IS INITIATED FROM THE MASTER TELEMETRY UNIT TO ALL REMOTE UNITS IN PARALLEL, 9. A LIGHTED INDICATOR LABELED "COMMUNICATIONS FAIL' WHICH AFTER A SUITABLE TIME DELAY ON COMMUNICATIONS FAIL, FLASHES INDICATING THAT ',HE REMOTE UNIT IS IN COMMUNICATIONS FAIL. THE RTU SHALL ALSO BE EQUIPPED WITH INDICATORS AND OUTPUTS AND WITH A ' 13 TERMINAL OUTPUT TERMINAL BLOCK WITH ADJACENT LIGHTED INDICATORS 70 INDICATE THE CONTROL FUNCTIONS BEING RECEIVED FROM THE MASTER CONSOLE. THESE ARE EO'JIPPED WITH C?EN COLLECTOR TO GROUND RELAY DRIVERS PLUS 12 VOLTS DC TO DRIVE THE OUTPUT DEVICES. THE BOARD SHALL ALSO BE EQUIPPED WITH A 4 10 20 MILLIAMP TRANSDUCER LEAD AND OUTPUTS FOR A LOCAL RECORDER OR REMOTE INDICATOR, THIS SECTION OF ' THE PRINTED CIRCUIT CARD SHALL HAVE ALL THE DEVICES REQUIRED FOR THE ANALOG DIGITAL. CONVERSION ANALOG SETPOINTS FOR FOUR CONTROL FUNCTIONS WITH ADJUSTABLE HYSTFRISiS FOR LOCAL CONTROL AND FOR TRANSMITTING THESE POINTS TO THE AUTOMATIC CONTROL CONSOLE. THE NUMBER APPEARING ON THE THREE DIGIT DIGITAL DISPLAY IS THE NUMBER THAT IS TRANSMITTED BY 12 BIT BCD TO THE ACC. THESE UNITS SHALL BE EQUIPPED WITH AN INTEGRAL bA1TERY CHARGER WITH RATE OF CHARGE INDICATOR. ' SPARE PARTS ' THE UNITS SHALL BE DELIVERED WiTH THE FOLLOWING SPARE PARTS: 1C' SPARE LIGHT BULBS FOR T,'E INDICATING LIGHTS 20 SPARE LIGHT BULBS FOR THE HOA SWITCH SETS 1 SPARE GAS DISCHARGE TUBE DISPLAY 10 SPARE SETS OF FUSES 'OR THE L'NE PROTECTION UNITS 1 TELEPHONE LISTENER FOR THE TELEMETRY LINE SPARE PARTS SHALL BE DELIVERED IN A HINGED WOODEN BOX THAT IS PERMENANTLY LABELLED SHOWING THE BOXES' CONTENTS. 1 ' 17-14 t C!lv OF RENTON TELEMETRY AND CONTROL , WEST HILL PUMP STATION 17. PRESSURE TRANSDUCERS SE'_ SECTION 8.6 ' 18. FLOW METER ' SEE SECTION 8.5 19. RESERVOIR LEVEL TRANSDUCERS THE RESERVOIR LEVEL TRANSDUCER SHALL BE A SOLID STATE, WHEATSTONE ' BRIDGE ON A SILICON CHIP, INNEPT OIL SEALED, METAL ENCLOSED WITH A 4-20 MA. OUTPUT. TOTAL ERROR BAND SHALL NOT EXCEED PLUS OR MINUS 1% OVER A TEMPERATURE RANGE OF ZERO DEGREES TO 80 DEGREES CELSIUS. ' VOLTAGE INPUT SHALL BE 9 TO 20 VDC WITHOUT ANY SHIFT IN OUTPUT, AND SHALL BE ELECTRICALLY PROTECTED FROM VOLTAGE TRANSIENTS TO 500 AMPERE PULSES. THE TRANSDUCER SHALL BE EQUIPPED WITH DRAIN AND BLEED VALVES ' TO REMOVE AIR BUB^.LES FROM THE DIAPHRAGM AREA AND SHALL INCLUDE PULSATION DAMPENING. THE TRANSDUCER SHALL BE INSTALLED IN A NEMA 4 BOX ON THE EXTERIOR OF ' THE R"RVOIR ADJACENT TO THE BOX CONTAINING THE REMOTE TELEMETRY UNIT. THE TRANSDUCER SHALL BE HYDRAULICALLY CONNECTED TO THE WATER LEVEL IN THE RESERVOIR WITH PARFLEX FLEXIBLE POLYETHYLENE TUBING , (1/4" OD X 0.04 WALL). PROVIDE ALL FITTINGS NECESSARY (BRASS ONLY). PROVIDE HEAT TAPE AS NECESSARY TO PROTECT ALL HYDRAULIC LINES AND COMPONENTS FROM FREEZING. LOCATE EQUIPMENT AS DIRECTED BY IHE ' ENGINEER. 2D. STRIP CHART RECORDER ' STRIP CHART RECORDER SHALL BE A CHESSEL MODEL 300 OR EQUAL. THE RECORDER SHALL BE OF THE 6 INCH MINIATURE CASE TYPE AND SHALL NOT ' EXTEND MORE THAN 9 INCHES BEYOND THE FRONT PANEL OF THE AUTOMATIC CONTROL .CABINET. THE RECORDER SHALL HAVE FLUSH FOLLOWING SHOWN PANEL MOUNTED AS CHARACTERISTICS THEDRAWINGS : NO. CHANNELS: ONE t WRITING SYSTEM: DISPOSABLE CARTRIDGE LINE VOLTAGE: 116 VAC ' LINE FREQUENCY: 60 HERTZ CHART DRIVE: SINGLE SPEED (2 CM/HR` CHART TYPE: ROLL ' THE RECORDER SHALL ACCEPT A 440 MA. INPUT SIGNAL AND SHALL BE CALIBRATED AS FC'LOWS: , 4 MA. • ZERO ON CHART SCALE 20 MA. FULL SCALE 17-15 ' C 0 t CITY OF RENTON TELEMETRY AND CONTROL NEST 41LL PUMP STATION THE CHART LEGEND SHALL READ "NEST HILL RESERVOIR - S OF FULL" AND THE CHART GRID SHALL BE 50 DIVISIONS TO FULL SCALE WITH THE CHART HEADER LABELLED IN 0-100 INCREMENTS. THE RECORDER SHALL BE DELIVERED WITH 10 SPARE BLUE INK CARTRIDGES, AND 36 SPARE CHART ROLLS. THE CHART ROLLS SHALL BE CUSTOM FABRICATED WITH "0-100%" MARKINGS AS WELL AS THE CHART GRID SHOWN ON THE CHART. i21. TESTS (ALL SCHEDULES THE CONTROL SUPPLIER SHALL PREPARE TEST PROCEDURES TO DEMONSTRATE CONFORMANCE OF THE COMPLETE SYSTEM TO THIS SPECIFICATION. THE DECISION OF THE CITY UPON THE ACCEPTABILITY OF THE TEST PROCEDURES AND CONFORMANCE SHALL BE FINAL. 22. FACTORY TEST PRIOR TO SHIPMENT, A WITNESSED DEMONSTRATION TEST SHALL BE PERFORMED ON THE CONTROL SYSTEM TO SHOW CONFORMANCE WITH THIS SPECIFICATION. ' THE TEST SHALL DEMONSTRATE ALL SPECIFIED FUNCTIONS TO THE SATISFACTION OF THE CITY. THE CONTROL SUPPLIER SHALL NOTIFY THE CITY AT LEAST TWO WEEKS PRIOR TO THE DATE OF THE FACTORY DEMONSTRATION TEST. THE CONTROL SUPPLIER SHALL PROVIDE FOR THE TRAVEL AND ACCOMODATIONS OF TWO CITY PERSONNEL FOR THE DURATION OF THE TEST. 23. ON-SITE TESTS THE SUPERVISORY CONTROL SYSTEM SHALL BE TESTED AT THE JOBSITE TO ' DETERMINE IF DAMAGE HAS OCCURED DURING TRANSIT AND IN!TALLATION, A WITNESSED, ON-SITE DEMONSTRATION TEST SHALL BE PERFORMED ON THE COMPLETE SYSTEM AT THE COMPLETION OF THE PROJECT. EACH FUNCTION SHALL BE DEMONSTRATED TO THE SATISFACTION OF THE CITY, THE CONTROL SUPPLIER SHALL NOTIFY THE CITY AT LEAST TWO DAYS PRIOR TO THE DATE OF ON-SITE DEMONSTRATION TEST. ' SHOULD ANY PART OF THE SYSTEM FAIL DURING THE TEST, THE TEST SHALL BE REST "JLED AND REPEATED TO THE SATISFACTION OF THE CITY AFTER REPAIRS ,„%VE BEEN MADE. t24. OPERATION AND MAINTENANCE MANUALS t THE MANUALS SHALL INCLUDE OPERATING AND MAINTENANCE INSTRUCTIONS FIR ALL COMPONENTS PROVIDED UNDER THIS SECTION FOR EACH SCHEDULE. THE DOCUMENTATION SHALL ALSO INCLUDE SIX SOTS OF AS-BUILT DRAWINIS SHOWING ALL EQUIPMENT AND WIRING PROVIDED UNDER THIS SECTION. WIRING ' 17-16 t M-- CITY OF RENTON TELEMETRY AND CONTROL , NEST HILL PUMP STATION DIAGRAMS SHALL CLEARLY SHOW ALL TERMINAL BLOCK NUMBER DESIGNATIONS. , DIAGRAMS, DEVICE DESIGNATIONS AND SYMBOLS SHALL BE IN ACCORDANCE , WITH NEMA ICS 1-101. PRIOR TO THE PREPARATION OF THIS DOCUMENTATION, THE CONTROL SUPPLIER SHALL SUBMIT TO THE DISTRICT, FOR REVIEW, AN OUTLINE OF THE OPERATION , AND MAINTENANCE MANUALS AND OTHER DOCUMENTATION HE PROPOSES TO PREPARE. t M , 17-17 ' m _ __ CITY OF RENTON MEASUREMENT AND PAYMENT WEST HILL PUMP STATION 18.0 ' NEASIREMENT AND PAVNENT ' IT 1S THE INTENTION OF THESE SPECIFICATIONS THAT THE PERFORMANCE OF ALL ' WORK UNDER THE 010 FOR EACH ITEM SHALL RESULT IN THE COMPLETE CONSTRUCTION, IN PROPER OPERATING CONDITION, OF THE IMPROVEMENTS IDENTIFIED IN THESE WRITTEN SPECIFICATIONS AND THE ACCOMPANYING CONTRACT DRAWINGS. ' WORK AND MATERIAL NOT SPECIFICALLY LISTED IN THE PROPOSAL BUT REQUIRED ACCORDING TO THE CONTRACT PLANS, SPECIFICATIONS AND GENERAL PRACTICE SHALL BE INCLUDED IN THE CONTRACTORS BID PRICE. ' 1. BID ITEM NO. 1 ' THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF FURNISHING, INSTALLING AND TESTING, COMPLETE AND IN PLACE, ALL WORK AND MATERIALS NECESSARY TO MOVE AND ORGANIZE EQUIPMENT AND PERSONELL ONTO THE JOB ' SITE, PROVIDE AND MAINTAIN ALL NECESSARY SUPPORT FACILITIES, OBTAIN ALL NECESSARY PERMITS AND LICENSES, PREPARE THE SITE FOR THE CONSTRUCTION OPERATIONS, MAINTAIN THE SITE AND THE SURROUNDING AREAS 01IRING CONSTRUCTION, MOVE ALL PERSONELL AND EQUIPMENT OFF THE SITE AFTER CONTRACT COMPLETION, AND CLEAN-UP THE SITE PRIOR TO FINAL ACCEPTANCE. PAYMENT SHALL BE LUMP SUM. 2. 610 ITEM NO_2 ' THE LUMP SUM SHOWN SHALL COVER THE COMPLETE COST OF FURNISHING, OPERATING AND MAINTAINING ALL EQUIPMENT AND MATERIALS NECESSARY FOR THE EARTH WORK ON THE SITE INCLUDING STRUCTURAL EXCAVATION, BACKFILL, ' COMPACTION AND GRADING; TRENCH EXCAVATION, BACKFILL AND COMPACTION; DEWATERING, SHORING, SHEETING, BRACING DUST CONTROL AND ALL WORK DETAILED IN THE CONTRACT PLANS AND SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. 3. BID ITEM NO. 3 ' THE PER TON PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING, PLACING, COMPACTING, GRADING AND TESTING THE STRUCTURAL FILL FOR THE t PUMP STATION AS OUTLINED IN SECTION 2.0 OF THE TECHNICAL SPECIFICATIONS AND AS SHOWN ON THE CONTRACT PLANS, 18-1 CITY OF RENTON NFASUREMENT AND PAYMENT r WEST HILL PIMP STATION r 4. BID ITEM 110. 4 THE PER SQUARE YARD PP:CE SHOWN SMALL COVER THE COMPLETE COS: OF r FURNISHING ALL MATERIALS AND EQUIPMENT, AND PERFORMING ALL WORK NECESSARY TO CONSTRUCT THE SURFACING AS SHOWN IN THE CONTRACT PLANS AND DETAILED IN SECTION 2.3 OF THE TECHNICAL SPECIFICATIONS AND SHALL r INCLUDE GRADING, BASE PREPARATION, FORMWORK AND FINISHING. PAYMENT SHALL BE BASED ON THE ACTUAL SQUARE YARDS OF THE MATERIAL PLACED AS MEASURED IN A 10-INCH DEPTH. AREAS WITH THINNER OR THICKER CROSS r SECTIONS WILL BE NORMALIZED TO REPRESENT THE SAME VOLUME OF MATERIAL THAT IS 36" Y 36" X 10". (THE PUMP STATION FLOOR IS INCLUDED IN BID ITEM NO. 6.) r 5. BID ITEM NO. 5 ',HE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALI r MATERIALS, EQUIPMENT AND LABOR FOR INSTALLING AND TESTING THE FENCING AROUND THE PERIMETER OF THE PUMP STATION SITE AS SHOWN ON THE CONTRACT r PLANS AND AS DETAILED IN SECTION 2.A OF THE TECHNICAL SPECIFICATIONS. TEMPORARY CONSTRUCTINN FENCING SHALL BE INCLUDED IN BID ITEM NO. I. PAYMENT SHALL BE LIMP SUM. r 6. BID ITEM NO. 6 THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL r MATERIALS, EQUIPMENT AND LABOR NECESSARY FOR CONSTRUCTING THE PUMP STATION STRUCTURE COMPLETE AS SHOWN ON THE CONTRACT PLANS AND DETAILED r IN THE CONTRACT SPECIFICATIONS INCLUDING WALLS, CEILING, FLOOR, RETAINING WALLS, WATERPROOFING, FORMWORK, DEWATERING, REINFORCING STEEL, CONCRETE, PATCHING AND REPAIRING, TESTING AND ALL OTHER WORK NECESSARY, PAYMENT SHALL BE LUMP SUM. 7. BID ITEM NO 7 r THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE MISCELLANEOUS METAI r WORK, HAND RAILING,AND FIBERGLASS WORK FOR A COMPLETE FACILITY AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 5.0 OF THE TECHNICAL SPECIFICATIONS, PAYMENT SMALL BE LUMP SUM, r B. 610 ITEM NO_8 THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL r LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE DOUBLE STEEL ENTRANCE DOOR AND FRAME, AND THE WINDOWS AND FRAMES COMPLETE AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 8.0 OF THE TECHNICAL r SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM, 18-2 r r ' CITY OF RENTON MEASUREMENT AND PAYMENT NEST HILL PUMP STATION ' 9. BID ITEM NO. 9 THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE ;AST OF PROVIDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR COATING ALL SURFACES OF THE FACILITY AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 9.0 OF THE TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. ' 10. BID ITEM 00. 10 THE LIMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL ' LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE FACILITY SPECIALTIES INCLUDING THE BUILDING SIGN, EQUIPMENT SIGNS, WORKBENCH, OIL AND PAINT CABINET, FIRE EXTINGUISHER, AND FIRST-AID KIT AS SHOWN ON -HE CONTRACT ' PLANS AND AS DETAILED IN SECTION 10.0 OF THE TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. t11. BID ITEM NO. 11 THE UNIT PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL ' LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR EACH NORMAL DEMAND DOMESTIC PUMP AND ELECTRIC MOTOR (2 REQUIRED) AS SHOW ON THE CONTRACT PLANS AND DETAILED IN SECTION 11.2 OF THE TECHNICAL SPECIFICATIONS. ' FOR UNIFORMITY, ALL BIDDERS SHALL SUBMIT PRICES BASED ON A PEERLESS 12 LD FOR THE BASIC BID. BIDDERS SHALL ALSO BE REQUIRED TO SUBMIT BIDS ON THE PUMP AND MOTOR ALTERNATES AS LISTED IN "ALTERNATES FOR EQUIPMENT', ' AND MAY SUBMIT BIDS ON PIMP AND MOTOR ALTERNATES WHICH MEET SPECIFICATIONS AND HAVE BEEN APPROVED FOR BID SUBMITTAL PRIOR TO BIDDING. ALTERNATES SHALL BE INCLUDED WITH SUBMITTALS AS OUTLINED IN THE SPECIFICATIONS. t 12. BID ITEM NO. 12 ' THE UNIT PRICE SHOWN SHALL COVER THE COMPLETF COS' OF PROVIDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE FIRE PIMP (PUMP NO. 3) AND THE RIGHT-ANGLE GEAR DRIVE AS SHOWN ON THE CONTRACT PLANS AND 1 DETAILED IN SECTION 11.2.1 TO 11.2.7, 11.2.9 TO 11.2.17 AND 11.4 (1F THE TECHNICAL SPECIFICATIONS. FOR UNIFORMITY, ALL BIDDERS SHALL SUBMIT PRICES BASED ON A PEERLESS 12 LD FOR THE BASIC BID. BIDDERS SHALL ALSO t BE REQUIRED TO SUBMIT BIDS ON THE PUMP ALTERNATES AS LISTED IN 'ALTERNATES FOR EQUIPMENT' AND MAY SUBMIT BIDS ON PUMP ALTERNATES WHICH MEET SPECIFICATIONS AND HAVE BEEN APPROVED FOR BID SUBMITTAL PRIOR TO BIDDING. ALTERNATES SHALL BE INCLUDED WITH SUBMITTALS AS OUTLINED IN THE SPECIFICATIONS. THE LUMP SUM ALTERNATE ADD OR DEDUCT PRICE SHOWN SHALL INCLUDE THE PRICE DIFFERENTIAL FROM THE BASIC BID FOR ALL THREE PUMPS AND 8O1)� ELECTRIC DRIVES, (PUMP NO. 1, NO. 2, NO. 3 AND ELECTRIC ' MOTOR FOR PUMPS NO. 1 AND NO. 2). THREE PUMPS OF DIFFERENT MANUFACTURERS WILL NOT BE ALLOWED. ' 18-3 CITY OF RENTON MEASUREMENT AND PAYMENT YES' HILL PUMP STATION 13. BID ITEM MD. 13 , THE UNIT PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE DIESEL ENGINE DRIVER AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 11.3 OF THE TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. 14. 010 ITEM 00. 14 THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL e LABOR, MATERIALS AMO EQUIPMENT NECESSARY FOR THE FLOW-METER, PRESSURE GAUGES, WALL VENTILATOR, WALL DAMPER AND WALL VENT AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 11.5 TO 11.9 OF THE TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. ' 15. BID ITEM NO. 15 THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE MECHANICAL WORK SHOWN ' ON 'HE CONTRACT PLANS AND DETAILED IN SECTION 15.0 OF THE TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. 16. BID ITEM NO. 16 THE LAMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL , LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE FLECTRICAL WORK SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 16 OF THE TECHNICAL SPECIFICATIONS. PAYMENT SHALL BE LUMP SUM. 17. BID ITEM NO_17 THE LUMP SUM PRICE SHOWN SHALL COVER THE COMPLETE COST OF PROVIDING ALL t LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE AUTOMATIC CONTROL SYSTEM AS SHOWN ON THE CONTRACT PLANS AND DETAILED IN SECTION 17 OF THE TECHNICAL SPECIFICATIONS, AND INCLUDES WORK AT 'HE PUMP STATION SITE. AND THE WEST HILL RESERVOIR SITE. PAYMENT SHALL BE LUMP SUM. 1 18-4 ' i i i i STANDARD DRAWINGS 1 i 1 1 1 1 1 1 1 1 0 i ' CITY OF RENTDN WATER PROJECT NO. W 715 WEST HILL PUIP STATION STANDARD DETAIL INDEX tTIE ROD SELECTION DETAILS DECHLORINATION CONCRETE BLOCKING SIZING PROCEOUo'_ 1 1 1 ' TIE ROD SELECTION TABLE Pft NItRR nit!MYC �- n� • n I Jk I.foO fh~ 1+t v1 w to n.ae _ sn sn Tvr _ It' xW MAN Y.' S? - ' Y w WHO It Ns a.IR x•• sn n ra H.fR .T_xw 1n sn xn 10.4i. - - Nnv : tnc.w n!Ian nYl rw N�xnon t\RNn P w.R[-. 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