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HomeMy WebLinkAboutWTR2700925 �tet!l Mai R pl. 84th Ave. S. (1.24 to 132) VV--925 1+ on ract � as .ers BEGINNING OF FILE FILE RIIE Y � InMI�w I 4 S Ste�/M�of11.ME� Ash (pevow /* p! cohtr^ c '!- 1 aStGrt AWARDEDn4k, 1267 Contract No. CAG_(LL$Z_ TO �- G+TLc n„cErnr{i en�hc. here : laorol 8Si- ho�Lo A'N • + lfyr BID PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING FOR: W-9 2 5 84th AVE. S. STEEL WAFER MAIN REPLACEMENT y ►s sy CITY OF RENTON L PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. RENTON, WASH. 98055 , (206) 235-2631 CITY OF RFNTON 84th AVENUE SOUTH STEEL WATER:lAIN REoLACEMENT Water Project No. W-925 INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Business Enterprise Participation *Certification of Bidder's Affirmative Action Plan *Combined Af:idaxit and Certification Form: Non-Collusion » Antitrust Claims Minimum Wage Form *Bid Bond Form •,� *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing .. Supplemental Provisions Special Provisions Standard Drawings Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. r CITY OF RENTON y� Public Works Dept. Renton Washington 98055 1C.23.DRT:mf EXHIBIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and service to all eitisens and to assure equal employ- ment opportunity to all persons regardless of race; creed; color; ethnicity; national origin; sex; the presence of a non-job-reZated physical, sensory, or mental handicap; age; or marital status. This policy shall be based on the principles of equal employment �+ opportunity and affirmative action guidelines as set forth in federal, state and local laws. All departments of the City of Renton shall adhere to the following guidelines: r (1) EMPLOYMENT PRACTICES - All activities relating to employ- ment such 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 k,a with governing Civil Service Lams and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH 7UMAN RIGHTS ORGANIZATIONS - The City of MMM Renton willcooperate fully with a organisations and commissions organised to promote fair practices and equal �r opportunity in employment. u (J) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program wa., be maintained to facilitate equitable � » representation within the City workforce and to assure equal employment opportunity to all. It shall be the �a responsibility and duty of all City officials and employees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may De established by the Mayor on 'y+ the recommendation of an Affirmative Action Committee for those departments in which a protected class of employees is under-represented. -� (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers con uetsng usiness with the City of Renton shall affirm and subscribe to the Fair Practices and Non- Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shall appear in all operational doeu -:ntation of the City, including bid oaZle, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 2nd day of June 1980. CITY OF RENTON: RENTON CITY COUNCIL: w C Mayor Council President ... Attset: Issued: July 10, 1972 tk Revised: February 9, 1976 Revised: .one 2, 1980 w CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 SCOPE OF WORK `{u The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the Specifications; to include, but not be limited to, the installation of approximately 2700 lineal feet of 12" Ductile Iron Water Main together with all valves, hydrants and appurtenances and the transfer/replacement of the f water services from the old steel mains being replaced, and the complete restoration of all public and private property to it's original condition, Any contractor connected with this project shall comply with all Federal, State, County and City Codes or regulations applicable to such work and perform the work in accordance with the plans and Specifications of this contract document. The City will supply all fire hydrants, 6" and d" pipe, and approximately 1400 lineal feet of 12" pipe. All other mat_rials shall be pR supplied by the contractor. ft L w tll ullUl .:�: :� ••I�IIIIII;IIIIII Illllh,llllil . '�///// IIIII""•"lif" ����1''��'���—=�IIIIII!f�llll Illllllltll II- ■ IIIIIIIIIIIII IIIIIIIIIIIIIII= ____ --�= — �; — , �, slit UI'll �� IIIIII illllll III6lillllll= __ 1111 (IIIIII! l���e III li i INII Illlllilillllll� �_;all un nnuuu �� '1=_ hlllEiEilllll IIIIIIfIEllllll- =_ life�_�� ��� IIIIIIEIiIIHI ililli�llll'= � � ` �� ���1 Ic llllllll�lllfl lllllllilllllll= � -��� IIIIII lit Ill-IIIIIIIIIIIIIII- , ItUllll IIIIIIIIUI IIIIIIII UIIIII III IIIIIIII!t (li! _ IIIIIIIIIIII 1111111 IIIIIIIIIIIIIIIIIIII I _ MIS Ir '� IIIIIIII4! IIIIII 111111111!1111111 1�I! ■ ' � � Illllllllh�fllllll Illlllllllilllllllll Illr.� IIIIIIIIUIIIIIIIIII Illllllllollllllll ��IIII ■ � ■ � ° lllf liltifttllii I 'ffS IIIII Eiifllll IIIIIIIEilifllll= _, I IIIII! III Illllliflfllll IIIIIIIIiIiEIID= uuw a. 1 ull it w ; ti wt KA; u g � ,. , ���i�1116i1ua ,�►Yw� � � �F a Ya >tic �teti ItdI��G�Ket:tni�atat ai � °1�9111O�91N 1� -�O��;Iiu r , � ��!!��ll��l��m,, M_ _ City of Renton Call for Bids 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 Sealed bids will be received until 2:30 D.m., Wed. Octoter 21, 1987 at the City Clerk's office and will be opened and publicly read in the 4th floor conference room, lenton Municipal Building, 200 Mill Avenue South. The work to be performed within 40 working days from the date of commencement under this contract shall include, but not be limited to: Instal' approximately 2700 lineal feet of 12" Ductile Iron Watermain. Fire Hydrants, and Water Services together with all required appurtenances, and the complete restoration as set forth in the design drawings and specifications. The City will supply all fire hydrants, 8" and 6" pipe, and approximately 1400 lineal feet of 12" pipe. The City reserves the right to reje=t any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a non-refundable fee of $ 2.5.00 each set plus $ 5.00 to cover postage, if mailed. A certified check or bid bond in the amount of five percent (5%) of the total amount of each bid must accompany each bid. The City' s Fair Practices and Non-Discrimination Policies shall apply. Maxine E. Motor City Clerk Published: Record Chronicle: October 7 and 14, 1987 Acct. 451226 ea Daily Journal of Commerce: October 9 and 16, 1987 r to �r w M• INSTRUCTIONS TO BIDDERS 1 . Sealed bids for this proposal will be received by the Citv of Renton at the office of the Renton City Clerk, Renton City Hall , until 2:30 o' clock p.m. , on the date specified in the Call for Bids. At this time the bids will be publicl / opened and read, after which the -- bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall :'M submitted on the forms attached hereto. —. 2. The work to be done is shown on the plans. Qi.antities are understood to be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. w 3. Plans may be examined and copies obtained at the Public Works Department Office. B'dders shall satisfy themselves as to the 'ocal 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 dficribed in the specifications. S. The bid price shall he 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. 4 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 cuntract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail , or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral explanation except as the City may request further information on particular .. points. 9. The bidder shall , upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. i. Rev. 7/15/81 L CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING ECUAL EMPLOYMENT OPPORTUNITY paoc 4 Scn Oon44ruCh( " 4 So. rn_ Name Of z me contractor o act Name INSTRUCTIONS rf&et?,MA*t- This certification is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state as an initial part of the bid or negotiations of the contract wnether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1990, amending a 'Fair Practices Policy,' as implemented by an "Affirmative Action Program" therein amending the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to assure equal employment opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin- sex; the presence of a nun-job-related physical, sensory or mental handicap; ace or marital status. This policy shall likewise apply to all contractors, subcontractors and supplii-a conducting business with the City of Renton who in turn shall affirm and subscribe to said practi.:es and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employees or contracts of less than $10,000 business per am= pith the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e. 9.1%. This Program is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in hiring, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed in para. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects; it being strictly understood Lnd agreed that failure to comply with any of the terms of said provisions shall be and constitute a material breach of this contract. Contractor shall, upon request and/or as soon as possible thereafter, furnish unto the City any and All information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will parmit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has receired a true and complete copy of the City's "Fair Practices Policy.' Contract Identification um. r CERTIFICATION BY: CONTRACTOR J( Or SUBCONTRACTOR or SUPPLIER NAME: �r ,I,.{ru-o :rM ADDRESS: y.rl„Z Lia44 dd,,: IL 0. L0. lO9 Ai4-hor� wi4 4e33r REPRESENTATIVES: h p:1E V. 4L- TITLE: Vrt?6,4estt Ph ONE (e ) 1. Contractor/Subcostratelor/Supplier has articipated in a previous contract or subcontract subject to the Equal Opportunity Clause: ryes _No 2. C liance reports were required to be filed in connection with such contract or subcontract; A-Ye■ _No 3. Contractor/SubeontT*ctcrtBuW-tier has filed all compliance reports due under applicable _. instructions: -Yes _No 4. If answer to item 3 in "No", please explain in detail on reverse side of thin certification. CERTIFICATION: The information above is true and complete to the best of my knowledge and belief. C�e k-1(I i Nt - ame and gner (pleas* type or print _ _ ✓ �c c. U 1Q� Sigfiatureate Reviewed by City Authority: Date: Rav, 1/31/83 i 1 f CERTIFICATION OF EQUAL EMPLOYMENT OMF TUNITY 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. i The bicder _ proposed subcontractor _^, hereby certifies that he has has not , participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925. 11114 nr 11246, and that he has 0( , has not P filed with the Joint Reporting Committee contracting or administering agency, the Director of the Office of Federal Contract Compliance, A Federal Cover went or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requ- irments. (C mpany) z _CL t7Ch }}- (Title) Date: l,'�L1.— ��' J�J Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with cont- racts and subcontracts which are subject ca the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Execut- ive Orders or their implementing regulations. Proposed prime contractors and subcontractors whj have participated in a pre- vfous 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. r u PUBLIC WORK OR IMPROVEMENT Rev. 4/63 p► PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 tLa CONTRACTS EXCEEDING $10.000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY BUSINESS ENTERPRISES (MBE) ano r WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively su,.:cit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term "minority business" means a business at least fifty-one percent of which is owned by minority group members. Minorit: group members include, but are not limited to blacks, women, native Americans, Orientals, Eskinoa, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award its 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', failure to submit this certification or submission of false certification shall render his bid nonresponsive. MINORITY BUSINESS ENTERPRISE CERTIFICATION 4Y kc 'kt)- ZI1 c Certifies that: Name of Bidder Y— (a) it (drss) (does not) intend to sublet a portion of the contract work and (4m) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors ` and the results thereof are listed below. Indicate whether MBE or WMBE ano identify minority group. (If necessary, use additional sheet.) 1 MBE Min. Gr. WMBE 1• f ( /hG C d�Cn h a. �g ��Yrn; C �, Tiic AllZ7an� l® N°N�,;.a•- ❑ (NILme of Firm, Bid Item, Results of o acts) 1 ' L 2 ❑ ❑ L 3. ❑ ❑ 4. ❑ ❑ M 5. ❑ —_ ❑ )!r Mst 0hri nf— L . t3Ccd-° has been designated as the Faison officer for the administration of the minority business enterprise program for this firm. CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN Bidder is to indicate by check-mark which of the following statements pertains to this bid package, and is to sign the certification for that specific statement: a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: "Average annual employment level is less than eigt: permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title OR D b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that scid Plan specifies goals and tinetables which are valid for the current calendar year. Company Date BY: _ Title JR c) It is hereby certified th4t an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the Cit, as a prerequ:.site to the contract award, and it includes: 1) Present utilization of minorities and females by job classification., 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. Company Date BY: Title 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 pro-equisite to the contract award, and it will include: 1) Present utilization of Minozities and Females by Job Classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasi-g Minority and Female Utilization. `- CoMpany BY: Title Rev. 9/9/75 PAPE & SONS CONSTRUCTION, INC. 9512 STATE HWY. IS. NW Gio MAR®OR, WA 95335 (206) 851-6040 CONTRACTCRR RE01RTRITIOR E PRPERI.2040E AFFIRMATIVE ACIIUN PHUUHHM 1 ) Ensure and maintain a working environment free of harassment , intimidation a^d 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, superintendants, 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 working at such sites or in such facilities. cl ) Establish and maintain a current list of minority and female recruitment sources, provide written notifications to these sources, and to community organizations when this firm has employment opportunities available and maintain a record of the organization's responses. d) Maintain a current file of the names, addressees and phone numbers of each minority and female off-the-street applicant and minority or female referral from a Union, a recruitment source or community organization, and what action was taken with respect to each such individual . 4) Provide imme:4iate written notification to the director of the OFCCP and other E.E.O. offices when the Unions to which this firm has a collective bargaining agreement does not refer this firm a minority person or woman sent by this firm, or when this firm has other information irdicating that the Union referral ; ocess has impeded the contractor 's efforts to meet its obligations. S) This firm will disseminate its E .E.O. policy by providing written notice of the policy to Unions and training programs and requesting their cooperation in assisting this firm in meeting its E .E.0 policy with all management personnel and all minority and female employees at least once a year . This Company E.E .O. Policy will be putted on the bulletin boards accessible to all employees at each location where this firm L. is performing constuction work . 6) This firm will participate in training programs for the rareas 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 at the sources indicatid ` abnve. r r 7) -Ihis firm will , at least annually, review the Company's E.E.O. policy and affirmative action obligations with all employees having any responsibility for hiring, assignment , layoff, termination, or any other employment decisions, including specific review of these items with onsite supervisory personnel , such as superintendents, general foremen, foremen, prior to the :'.nitiation of construction work at all job 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 . (3) This firm will disseminate E.E.O. policy externally including it in advertising by news media, specifically including minority and female news media. A copy of this firm's E.E.O. policy will be mailed to all general contractors 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 the organizations indicated above describing the openings, screening procedures, and tests 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 inventory and evaluation 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 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. 12) This 4irm will ensure that seniority practices, job classification, work assignments, and other personnei practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities. 13) This firm will tocument and maintain a record of all solicitations of offers for subcontractors for minority and female construction contractors and suppliers including the circulations of solicitations to minority and female contractors associations and other business associations. 14) This firm will conduct a review at least annually of all supervisors adherence to and perfo.-mance under this firm's E.E.O. policy and affirmative action obligations. lb) this firm, in accordance with the Department of Labor , Office of Federal Contract Compliance Programs specifications executive Order 011246, Paraqraph Eight , will participate in the Puget Sound Chapter National Contractor Associations's affimative action program for the purpose of obtaining their assistance in fulfilling this firm's obligations of 7A through 7P of the Executive Order and other E.E.O. office requirements. 16) This firm will not enter into any subcontract with any other person or firm debarred from government contracts pursuant to the Executive Order #11246. 17) Christine L. Woods is designated the responpible official to monitor all employment related activity to ensur that the company E.E.O. policy is being carried out and to submit such reports and records as required by the various E.E.O. departments, Federal , State, and its political subdivisions. r _ t V PAPE & SONS CONSTRUCTION, INC. 9512 STET[ wwr. 16. NW Gm HARMON. WA 98335 (206) 851-6040 AFFIRMATIVE ACTION PLAN GOAL S Pape L Sons will not discriminate against any employee or applicant for e-nploYment because of race, color , religion, sex or national origin. Pape t Sons will take affirmative action to ensure that applicants are er,plo, ed, and that employees are treated during employment , without regard to -`i �'. their race, cold , religions se>: , or national origin. Such action shall include, but not be limited to the following: Employment , upgrading, demotion, or transfer , recruitment or recruitment advertising; layoff cr termination, rates of pay c - other forms of compenEationi and seic-ction for tra1111 :i9, includinq apprenticeship. Pape t Sons will post in conspi- cuous places, available to empleyeee and applicants for employment , -Dtices to be provided b', the contracting offi- "' rer setting fo. th the pro, isions of this non-discrimination clause. Pape & Son will make a good faith effcrt to attain a goal of 9. 1'% minority utilization. y.: r C Ity of Renton Combined Affidavit t Cartltication Farm, 160-:ollualon,Anti-Trust, mind Minimum Wage (Mon-Pagel Aid) NON-COLLUSION AFFIDAVIT Being duly sworn, deposes anc says, that he Is the identical person who submitted the forgoing proposal or bid, and that such bid is genuine and not sham or col- lusive 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 an the foregoing work or equipment to put In a show bid, or any other person or corporation to refrain from bidding, and that deponent has not in any manner sought by collusion to secure to himself or to any other person any sdventage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF i MITI-TRUST CLAIMS TO PURCHASER Vendor and purchaser recognize that in actual economic preNic* overcharges resulting from anti-trust violations are In fact usually borne by the pc'chaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or eontract, except as to overcharges resulting from anti-trust violations com- mencing after the dots 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 aasign any and all such claims to purchaser, subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project. I vial pay each classification of laborer, workman, or mechanic employed 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 cootract1 the? 1 have read the &boys and foregoing stetement and cartit,cate, know the contents thereof and the substance as set forth therein is true to my knwhieog* and belief. FOR, NON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PIICNASER AID MINIMUM WAGE AFFIDAVIT (I v r � �aee t)�k(ti4-- IYme of Project Pcowq1 & I-AL� n 1. +Jt ,ti MAC Nye of Bidder's Firm' Signature of Auth5rized4lopuresentative of Bidder Subscribed OW hilarm to before as, an this d day of _L�/�_ 19 9. /XL ^ Notary Public in and for the hate of Washington "aiding at Trarisamenca A Slack Transamerica Hole:nsurance Company A$tart Company i Moma Ones Los Anp•Isl. .^.ildornN Insurance Services Old Bond Approved by The American Institute of Architects A.I.A. Document No. A-310 (February 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we PAPE & SCtIS (XxjM.CJC.iIOK, II1C., 9512 State Route 16, Gig Harbor, VIA 98335 as Principal, hereinafter called the Principal, and TRANSAMERICA INSURANCE COMPANY, a corporation duly organized under the laws of the State of California, as Surety, hereinafter called the Surety, are held firmly bound unto City of Renton as Obligee, hereinafter called the Obligee, in the sum of Five Percent (5a) Of the Total Arount Bid ---------------------------------------------------------------- Dollars ($ lr for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves,our heirs, executors, administrators, successors and assigns, iointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for W-925 84th Avenue Steel Water Main Reolacenent NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for theprompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full forte and effect. Signed and sealed this 21st day of October A.D. 19 87 PAPE & SQvS CONSTRUCT10N, nlC. lSeall )(7 y Ptindpal r riri. Transamerica Insurance Company (Seal) > sr� ) hi Delene M. Erda dz e���►— �. Auern•y_;n—Far. Patti. O. Sutton 593 (8l80) T Transamerica Transamerica Insurance Company A SIOGx Cem Dew "JRN ONita Loa Aagf4a.CAidorni■ insurance Services Powm of Attorney KNOW ALL MEN BY THESE PRESENTS: That TRANSAMERICA INSURANCE COMPANY, a corporation of the State of California, does hereby make, consti- tute and appoint Wm. C. Ristine, Jeff Bratrud, Robert M. Pierce, Vernon H. Garner, Richard Guttormsen, Patti D. Sutton, Jack P. Sutton, Stenhen Feltus, Randolrih J. Carr, ?tichael R. Highsmith, "each" of Tacoma, ',:ashington its true and lawful Attomey(s)-in-Fact, with full power and authority, for and on behalf on the Company as surety, to execute and deliver and affix the seal of the company thereto, if a seat is required, bonds, undertakings, recognizances or other written obligations in the nature thereof,All follows: Any and all bonds and undertakings, "UNLIXITED IN AMOUNT", in any single instance, for or on behalf of this Company, in its Business and in accordance with its Charter. and to bind TRANSAMERICA INSURANCE COMPANY thereby,and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents,are hereby ratified and confirmed. This appointment is made under and by authority of the following by-laws of the Company which by-laws are now in full force and effect. ARTICLE VII SECTION 30. All policies, bonds, undertakings, certificates of insurance, cover notes, recognizances, contracts of indemnity, endorsements, stiplJations, waivers, consen's of sureties, re-insurance acceptances or agreements, surety and co-surety obligations and agreements, underwriting undertakings, and all other instruments pertaining to the insurance business of the Corporation, shall be validly executed when signed on behalf of the Corporation by the President, any Vice President or by any other officer,employee,agent or Attomey-in•Fact authorized to so sign by 0) the Board of Directors, 00 the President, (iii) and Vice President, or (iv) any other parson empowered by the Board of Directors, the President or any Vice President to give such authorization; provided that all policies of insurance shall also beer the signature of a Secretary, which may be a facsimile, and unless manually signed by the President or a Vice President, a facsimile signature of the President.A facsimile signature of a former officer shall be of the same validity as that of an existing officer. The affixing of the corporate seal shall not be necessary to the valid execution of any instrument, but any person authorized to execute or attest such instrument may affix the Corporation's seal thereto. This Power of Attor,.3y is signed and sealed by a facsimile under and by the authority of the following resolution adopted by the Board of Directors of the Company at a meeting duly callad and held on the 17th day of October 1963. "Resolved, That the signature of any officer authorized by the By-laws and the Company seal may be affixed by facsimile to any power of attorney or spatial power at attorney or certification of either given for the execu- tion of any bond undertaking, recognizance or other written obligation in the nature thereof; such signature and seal, when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed." IN WITNESS WHEREOF, TRANSAMERICA INSURANCE COMPANY has caused these presents to be signed by its proper officer and its corporate seal to hereunto affixed this 28th day of July 11997 BY T / •.�; 'l (d1H.Tanner,Vice President State of California 1 County of 1 s: On this 28th day of July 1987 , before me Hazel Yamesawa, a Notary Public in and for the said County and State, residing therein, duly commissioned and sworn, personally appeared J.H. Tanner personally known to me (or proved to me on the basis of satisfactory evidence) to be a Vice President of TRANSAMERICA INSURANCE COM- PANY the corporation whose name is affixed to the fnregoing instrument; and duly acknowledged to me that he knows the '— seal of said Corporation; that the seal affixed to the said instrument is such corporate seal;that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to .ike authority. .� and acknowledges same to be the act and deed of said corporation. OFFICIAL SEAL C Q�77A" HAZEL YAMASAWA a " NOTARY PUBLIC.CALIFORNIA PRINCIPAL OFFICE IN LOS ANGELES COUNTY Hazel Yamasawa, Notary Public My Commission Expires Sept. 30, 1998 in and for the County of Los Angeles, California r 17190 (Continued) 6-86 PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certifie, that kkl - has examined the site of the proposed work and has read and thoroughly understands the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement, or as much thereof as can be completeO with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures. ) Signatar�l__ v Address �i51? S� !« ILL � ��--� IL,• Names of Members of Partnership: 69 44a4cr- OR Name of President of Corporation Ge ne �. I Py Name of Secretary of Corporation _T216L_Iir- L. RIQ Lk- Corporation Organized under the laws of With Main Office in Statc of Washington at GSIJ 12. I(" KILL) 6, IQ i r )ny A`H !-' City of Renton . Public Works Department -- 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE: Unit prices for all items, all estentions and total amount of bid must be shown. Stow unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED HID UNIT PAIGrj AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS, 001. 1300.0 12" Ductile Iron Pipe Linear Foot Tyton Joint ' .3c 941a. 00 S a< • e' 3, C t Per Wear Foot Worift . Figures 002. 2.0 12" Gate Valve w/2" by pass Each Pe Each J 003. 4.0 B" Gate Valve w/Cast Iron Valve Bo Each v2tt4 � d d h �v✓ rm� Per Fach G 004. 2.0 6" Gate Valve w/Cast Iron Valve Bo Linear Foot Per Linear Foot 005. 540.0 Bank run Gravel for Trench Backfil Ton $ �cQ� ,� , 8. 9n.60 Per Ton 006. 490.0 5/8 Minus Crushed Rock for Pavemen Ton Patching And Shoulder Restoration And Trench Backfill /�. dD �FO.dL) Per Ton 007. 21.0 Asphalt Concrete Class "B" for Ton Pavement Patching Per J on 008.� 1.0 Water Service - Type I Each - ,3.35.o0 335.E u-d�/� tlf°a t• Per Each y Page - 1 City of Renton . Pubiic Works Department 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS TS pt 009. 19.0 Water Service - Type ;I E Each Per Each ords Figures 010. 1.0 Water Service - Type III Each _ a o Per Each i/ - 011. 1.0 2" Water Service wi✓thaut Meter Each 00 795. oL Per Each / 012. 1.0 Air and Vacuum Valve Each /61/E.00 /67�. 0U S C'C Per Each L 013. 35.0 Rock Retaining Wall fcr Fire Square Yar Hydrant J Per I 134are Yard 014. 2.0 2" Permanent Blow-off Assembly Each 4/ IVI C'Chz_ 4w Ilk&F Per Each / / 015. 50.0 Solid Rock Excavation Cubic Yard $'_ r Per Cubic Yard '' Page - 2 City of Renton . Public Works Department 84tb Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th Sr. All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE; Unit prices for all items, all eztentlons and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS- T Subtotal SCHEDULE A $ - 4"0 8.1% Sales Tax S Total SCHEDULE A S I , 97 r I I Page - 3 City of Renton . Public Works Department 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St, to So. 134th St. All Pipe and Hydrants Supplied by City SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS r'TS. DOLLARS CTS, 001. 1400.0 12" Ductile Iron Pipe Linear Foot Tyton Joint Per Linear boot Figures 1. 002. 84.0 8" Ductile Iron Pipe Tyton Joint Linear Foot 6. Per sit of 7 �Per Linear Foot 003. 35.0 6" Ductile Iron Pipe Tyton Joint Linear Foot Per Linear Foot 004. 6.0 5" M.V.O. Fire Hydrant Assembly Each Complete / / / uD 0 4Wtd,,k.� 411zt DDc r' Per h 6a L Subtotal SCHEDULE B 60 j' 8.1% Sales Tax $ Yr Total SCHEDULE B $ 9 /•a O TOTAL SCHEDULE A 69,.256 , 174 �. TOTAL SCHEDULE B GRAND TOTAL ALL SCHEDULES �P9, 013 8 • 117 I V Page - 4 SCHEDULE OF PRICES +Note: La it Prins for all items, all extensions 4 . total uuunt of bid Host be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY unit Prices to be Written in words DOLLARS CTS. DOLLARS CTS. THE ERSICNED BIDDER HEREBY AGREES TO START CONSTRUC ION WORK 01 THIS PROJECT, I AVARB HIM, NO LKI ER THJM TEN GO) DAYS AFTER FINAL E ECUTION AN TO LETS WI IN NO LKING DAYS AlTER STARTING CONSTRUCTION. DATED LT TH.S 2 D DAY oi n . 198 A EDGEMENT OF RECEIPT OF ADDENDA: NO. DATE NO ATE NO ATE SI TITLE Pre -, cc r� } NAME OF COMPANY ADDRESS'/I C,, CITY!STATE/ZIP +tAh Y A TELEPHON S I -Ja 4 O CITY OF F.FNTON STATE CONTRACTORS B BUSINE0 LICENSE 1 LICENSE i S # I i . r PAPE & SONS CONSTRUCTION , INC. 9512 STATE NWT. 16. NW GIG NAP❑C- WA 98335 (206) CS1-6040 COwt[.'.00\P[J1\f,1�iON(PAP(\I'3 DAD[ November 3, 1987 -' City of Renton Public Words Department e00 Mill Avenue South Renton, WA 98055 Attn: David R. Tibbot RE-: 64th Avenue S. Steel Watermain Re•placeme,�! Water Project Nc . W-925 Subj: Contract Document Requirement: Dear Sir , The , eipuosible officer fcr the ,at'- t' refe-renred project is Mr . James P. Jordan, Superintendent . and the Foreman is Steve Tani,at:ill . Th= lior:d: nq Agent is Bratrud " Piddleton. Jc,Res P. Jordan, Supe intendent 450 Sn�hapish SE. Ocean S'wre=_ , il- t206) ?3?-3301 _ Steve 'mnnahill , Fore.r.an 14911 Uzzel l Read, 011ala, Pr (206) CY7 -'4S6 Jeff Bratrud, Pratrud & Miadleton 6402 South 19th , Tacoma , WA (206) 565-222 The undersigned Corporate Officlal=_ are authorized to sign contracts. Respec idl.40 y/, ;7� ,ene t- . Pap President Diana L . F3lau, Secretary/Treasurer -' Enclosure: Photocopy, State Contractors License BOND TO THE CITY Of RE.NTON Bond No. 57310072 KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned PAPE & SONS CONSTRUCTION, INC. as principal , and TRANSAMERICA INS[maw F rrgNy corporation organized and existing under the laws of the State of c corporation and �i Tfia as a surety , qualified under the laws of the Sta.: 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 $ 89,238.17 for the payment of which sum on oemand 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 Tacom Washington, ;his 5th day of November 1987 . Nevertheless, the conditions of the above obligation are such that: ` WHEREAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for W-925, 64th Avenue South Steel Watermain Replacemrit which contract is referred to herein�((0)jt par ereof as though attached hereto) , and WHEREAS, the said principal hasCn t to accept, the said cont! izt, and undertake to perform the work th d for in the manner and within the time set forth; NOW, THEREFORE, if the said PAPE & SONS OONSTRUCPION, 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 ^hereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it shall be and remain in full force and effect. PAPE & SCNS CON$IRLMION, I19C,- IN C ANY *Jef�, Attorney-in-fac Revised: 8/16/83 Application for General Bwnpss License 10 \ NEW i RENENED ) L rate Business Renton Business T Ma.Ezcise Tax ND.0 600 29: 966 4Wense No.PAPESIe204DE License No. Bu:'iaess NamePc.pe 6 Sons Construction, inc. Owner Name Gene K. Pape, President Location 9512 Stat- Hiehwav 16, My Address 2809 Cahrini Avenue Sig HartxDr, WA 98335 Gig Harlxor, WA 98335 Business phone(206) B51-6040 Owner Phone (206) 851-6010 Mai:ing Address 951. State Highway 16, MI Emergency Names and Phone Numbers Oi� Har'xor, WA 95335 1 James R. Jor:an ph* ('2p6_ )� 28 _; 0 2 _Steve Tannahill pha (206)B57-7466 Business Type— Cneck ail items that apply — Describe type of business-- Home businesr Sales All phases of Underground utility L ___ -1f1ce service construction: Water systems; Storm X Contra,tur Industry-Manufacture systems; Sanitary_ St:WOr systems. Hotcl/Motel ZnstitDtiOn-Education Site preparation, Excavation. Darr vJsiness opened SantellCtxar. 1972 t Affeah form F-I to, COMMERCIALLY ZONED BUSINESS INSIDE CITY LIMITS or form F-2 for HOME BUSINESS LOCATED INSIDE CITY LIMITS1 i Ld� I:-,se r. below the total number of employees (including owners) , the license fee, penalty, if any, and the total fee due. Businesses outside the City Limits, count only those employees working in the City. Penalty fee schedule for failure to pay License fee within thirty (30) days of date due is 51, of the license fee for the first month and an additional 5s for each succeeding month, not to exceed 25%. RAIE BASIC FEE No. EMPLOYEES LICENSE FEE PENALTY TOTAL FEE A. 1 through 5 Employees $ 40.00 5 $10.00 0 $40.00 V It. 6 through 10 Employees 60.00 I thrt.ugh 20 Employees - 120.00 :1 through 100 Employee= 240.00+ plus $5.00 per employee over 21 in number the ! E. 101 through 200 Employees 640.00+ plus $3,50 per employee over 10) in number F. 201 or more Employees 500.00+ r, plus $3.00 per employee over 2C1 in number her.or c<rti fy that the stateaents and rnforaation furn.ahed by a, on this aPplacation are true and complete, to the teat of ay knovlad9e, �.so acknovled9e that the stat'"hts and rnforeation furnlahed Of se on thin aPPllcati,Nt are pnLte racorda and are availahle for public A.- ,action pursuant to state of Yashington RCw 42-17-260. 91e1u11 Title President Date November 4, 1987 City of Renton License Division eturn Completed Application to: 200 Mill Avenue South Renton, washing on 96055 235-2608 OR OFFICE USE ONLY ` 1/e3 G/P C1tY sic Aerount Nor Pa/d Date suiidin9 Dept. rite Dept. sd, or Pub.Wtks L veuDOR PAPE 8 SONS CONSTRUCTION INC. CHEC K NO I')UR REF NO. YOUR INY NO. INVOICE DATE INVOICE AMOUNT AMOUNT PAID DISCOUNT TAKEN NET CHECK AMOUNT Fee for GeIlleral Business License-City 0 Renton I i _ P i PAPE & SONS CONSTRUCTION INC. PUGET SOUND NATIONAL BANK 1173 .. 2809 CABRINI AVENUE GIG HARBOR,WASHINGTON 9B335 _ GIG HARBOR,WASHINGTON 98335 34-7 i 1251 CHECK NO. CHECKDATE VENDOR NO I r 11733 11/04/87 CHECKAMOUNT **Forty Dollars and no/100**--------------------------------------- $40.00 P"' PAPE 6 SONS CTIO „e City of Renton OR!1E 4 01 ' i AUTHDAI ED SZ" RE ` S '160L17 , 3116 E: L2S1000761:ti7 022 9831I• i i o � Tom["'fTFtTTf� DEPARTMENT OF LABOR AND INDUSTRIES k ^ THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED By LAW AS A 4' y'1 CONST CONT GENERAL . RE4,SiR�TlON NUMSER EMNUfI01160 ....:..............•.,y.,.,,.,;...,,,.,.,.,.. STATE OF WASHINGTON COl .. PAP�SI�20.�tRfv.-9� _ F PAPE 9 SONS ICONSTRUCTIONvIPIC ° 2809 CABRIN_I_AVE NY GIG NARBOR MA 98335 u�1C_1II;3 �. 1. I r i r L or , iSJE DATE (MM DONYI 11/05/87 ps PRODUCER THIS CERTIFICATE E ISSUED AS A MATTER OF INFORMATION ONLY AM CONFERS BRAT W I"IIMI.F, M INSURANCE BROKERS NO RIGHTS UPON THE CERTIFICATE HOLDEN THIS CERTIFICATE DOES NOT AMEND. P. 0. Box 11205 EXTEND OR ALTER THE COVERAGE AFRAMO BY THE POLICIES BELOW. Tacom, WA 98411 COMPANIES AFFORDING COVERAGE COMPANY A LETTER Aetna Casualty & Surety COMPANY INSURED LETTERCOMP S PAPE & SCNS CCNSrr=ICN, INC. LETTER C IN 9512 State Route 16 COMPANY p Gig Harbor, WA 98335 LETTER COMPANY E LETTER rA THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REOUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POUC:ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS,AND CONDL TIONS OF SUCH POLICIES. CO i POLIY EREC`M P V DIPRATOA LABILITY LIMITS IN TMOUBANDE T TYPE OF INSURANCE POLICY NUMBER p„1 ;MApp.,Yl IRATE mwow 1 n C RACE AGGREGATE GENERAL LIIMM IT' /DWLY X COMPREHENSIVE FORM WAXIY $ $ P I&MS'OPERATIONS x MIUUNNppEE MIDPERTv S COLLAPSE HAZARD I $ $ x PRODUCTSC.OMPLETED OPERATIONS A x CONTRACTUAL 81CO128102CCA 9/23/87 9/23/88 BcoiercD $ 500 $ 1,000 x INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE x PERSONAL INJURY PERSONAL INJURY $ 1,000 _ X S top 9m AUTOMOBILE LIABILITY so ANY AUTO TFY Rg50A $ ALL OWNED AUTOS(PRY PASS I Iml. ALL OWNED AUTOS V PASSSS EDDIYI $ HIRED AUTOS PROPERTY NON OWNED AUTOS OA $ DAMAGE GARAGE LIABILITY A 81FJ7245170CA 9/23/87 9/23/88 BCOI1AB1NED $ 500 EXCESS LABILITY — — A UMBRELLA FORM 81 .S526622WCA 9/23/87 9/23/88 B11B x LT7 NED $ 2,000 $ 2,000 OTHER THAN UMBRELLA FORM �'COMPENSATION STATUTORY INGRIKEAND Washington $ REACH ACCIU'N', EMPLOYERS.LIABILITY State fund $ IISEASE POLCY LBRTI `! is (DISEASE EACH EMPLOYHR OTHER m DESCRIPTION OF O:ERATIONStLOCATIONSNEMCLESISPECIAL ITEMS AS FT—cW M: 84th Avenue South Steel Water Main Replacement. cm OF SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE EX 200 (`Sill Avemlve South IIRATION DATE THERE THE ISSUING COMPANY WILL ENDEAVOR TO MAR 45 OAYS WRIT TICE TO THE CERTIFICATE HOLDER NAMED TO THE Renton, WA 98055 .BUT FAIL TO SHALL IMPOSE NO OBLIGATION OR LJAAMLM Y KMO T NY,IT AGEN REPRESENTATIVES. ALIT _jPF#SE —.—_ . , l of 7 CONTRACTS OTHER THAN FEDERAL-AID FHWA THIS AGREEMENT, made and entered into this /S,��day by and between THE CITY OF RENTON, Washington, a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and PAPE & SONS CONSTRUCTION, INC. hereinafter referred to as "CONTRACTOR." W I T N E S S E T H: 1 ) The Contractor shall within the time stipulated, (to-wit: within 40 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to performs the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with th, City's Project (identified as No. W-925 for improvement by construction and installation of: 04th Ave. S. Steel Watermain Replacement All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, macnines, tools, equipment and services shall be furnished 2of 7 Contracts Other Than Federal-Aid FHWA and the construction installation perfor:ed and comnleted to the 1 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. i ) 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) This Agreement b) Instruction. to Bidders - c) Bid Proposal d) Specifications _ e) Map- S Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i ) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his L Rev. 4/83 r Contracts Other Than Federal-Aid FHWA 3 of 7 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its F intention to terminate the Contract, and unless within ten (10) days { i after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and sarisfactory arrangement I for the correction thereof be made, this Contract shall , upon the i expiration of said ten (10) day period, cease and terminate in every respect. In t;.e event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) darks after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. r 4) The foregoing provisions are in addition to and not in limitation of 6W any other rights or remedies available to the City. i M i r Contracts Other Than Federal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the "ontract to be performed hereunder, including loss of life, personal injury and/or damage to property arising f^om 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- r _ patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract. In the event the City shall , without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation, Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorneys 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 r r 5of7 Contracts Other Than Federal-Aid FHWA notice as heretofore specified shall be given by personal delivery _ thereof or by depositing same in the United States mail , postage prepaid, _ certified or registered mail . 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 40, 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 $154.00 (Sec`1-08.9) as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. W 8) Neither the final certificate of payment nor any provision in the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1 ) year from the date of final acceptance of the work, unless a longer period is specified. The City -. will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be Contracts Other Than Federal-Aid FHWA 6of7 obligated to take immediate steps to correct and remedy any such defect fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimdtes, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under 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 a- i, surety in the State of Washingtot.. 11 ) The total amount of this Contract is the sum of Eight-nine Thousand Two Hundred Thirty-eight and 171100 ($89 238.17) which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the Special Provisions" of this Contract. Rev. 4/83 Contracts Other Than Federal-Aid FHWA 7 of 7 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 abcve-written. CONTRACTOR CITY OF RENTON Presi nt artner/Owne Mayor ATTEST: Secretary City Clerk d/b/a PAPE & SONS CONSTRUCTION, INC. Firm Name - Individuals Partnership Corporation _ R A uF�N ►�,—oN� Corporation —' Mate of Incorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR 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 rPOPRIETORSHIP, the name of the owner should appear followed by d/b/a and ,ame of the company. r 6. L INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CZTY OF RENTON) The Employment Utilization Report is to be completed bi each subject contractor (both prime and subcontractors) and signed by a r 4ponsible official of the company. The reports are to to 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 egency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. 2. Trade . . . . . . . . . . . . . . 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 Aach classification and the total work-hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C - Craftworker - Qualified, Ap - Apprentice, Tr - Trainee). 4. Percent of minority work- hours of total work-hours . . . . Tne percentage of total minority work-hours worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work force during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian and Pacific Islanders - both men and women. — CONTRACTOR/SUBCONTRACTOR �.�Y G REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT :Z"j .} ` Month: Year: To be submitted to the City's Project Goals and Timetables as committed Engineer during the 1st week of following �� �� in Contractor's Affirmative_ nth while contract is in progress, Prime �N� Action Plan % Contractor is responsible for obtaining and submitting all Subcontractor Reports. or per City's Plan 9.1 0 _. TO: (Name and location of Compliance Agency Dept.) From: (Name and location of contractor) This report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 1 . z. 3 minc- Total Total Work Hours of Employment (see footnote) rity number number Claesi a. . • o. • . • w/h of of of minorityEmploy. flea- His- ar. AD lan/ otal total L.. Comparp/'a Naze (I.D.) Trade tiona Tota Blaek panto San Pacific °ale uT eealoy- eea C All Tr A Tr Tr A Tr C Ap Ag An 7. Ccmpatyr Official's Tr Signature an c Date Si gned 9. Telephone 1:umDer (Include Area Code) Rev. 11/77 (*Males a Females, **Minorities t Non-minorities) e pag of 7/80 (Submittal Requirements S City's Goals/Timetables) --- r REQQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION TION OF 1MLTr_1=J1UT_AES=CES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws , ordinances , and resolutions : Kin CountyOOrdinance_ No. IS27 requires Building and Land eve opment ITnvisior. a� n�yaraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reiiew by Hydraulics Division. Kin County Ordinance No. 800, No. 900 No. 1006 and Resolution o, o. 24553, No. 24 Fc�ontained in King County Code it es 8 ancL lo are provisions foF disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply, Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulation I : A regu- lation to control the emission o� air contaminants from all sources within the jurisdiction of the Puget Sound Air Pollution Control Agency (King , Pierce, Snohomish, and Kitsap Counties) in accordance with the Washington Clean Air Act, R.C.W. 70.94 . 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 olerations , and to make such information available to the public. , See Puget Sound Pollution Control Agency Regulation I . R. C.W. 90. 48 : Enacted to maintain the highest possible standards to en::ure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife, birds , game, fish, and other aquatic life, and the industrial development of the State , and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters . The law also provides for civil penalties of '5,000/day for each violation. R.C.N. 70.95 : Establishes uniform statewide program for handling solid 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 R.C.W. 76. 04 . 370: Provides for abatement of additional fire baz- ar (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building , roads , campgrounds , and school grounds) . The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04. 010: Defines terms relating to the suppression or abatement of st fires or forest fire conditions. R.C.W. 70.94.660: Provides for issuance of burning permits for f abating or prevention of forest fire hazards , instruction or silvicultural operations. R.C.W. 76.04.310: Stipulates that everyone clearing land or clearing rig t of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses , or at such other times as the department may specify, and in compliance with the law requiring burning permits . R.C.W. 78 .44 : Laws governing surface mining (including sand, gravel , stone , and -arth 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 land reclamation. W.A.C. 332-24 : Codifies requirements of R.C.W. 76. 04 pertaining to land clearing and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902 : Author- izes Secretary o Army an 'Corps o Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their own expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pollution Control Act PL92-500 86 tat. Authorizes the Secretary o the rmy, acting . through the Corps of Engineers , to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites . Permits 'may be denied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery areas and wildlife or recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act ap roved March 3 , 1899: Provides thatdischarge of a use wit olt r it into navigable waters is prolibited. Violation is punishable by fine. Any citi- zen may file complaint with the U. S. Attorney and share a por- tion of the fine . #q4 -2- 0 PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Kin Count Resolution No. 2S789 requires an unclassified use permit or i ing, quarrying including borrow pits and associ ated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities . A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Mana ement Act 1971 requires a permit for construction on Late s ore Ines. ermit acquired by Public Works and reviewed by Building and Land Development Division. Kin County Ordinance No. 1488 requires permit for grading, land s, grave pits, Tumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Cha ter 112 Laws of 1949 : Requires hydraulics permit on certain projects. ,King ounty Department of Public Works will obtain. ) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173220: Requires a National Pollutant Discha ge Elimination System - permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24 : Permit to discharge commercial or industrial waste waters into�tate surface or ground water (such as gravel washing , pit operations , or any operation which results in a discharge which contains turbidity.) W.A.C. 508-12-100 : Requires permit to use surface water. W.A.C. 508-12-190 : Requires that changes to permits for water use e reviewed y t e Department of Ecology whenever it is desired to change the purpose of use, the place of use , the point of withdrawal and/or the diversion of water. W.A. C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12- 260: Requires permit to construct reservoir for water storage. W.A.C. 568-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood contraone. King County Public Works securesone for design. Contractor secures one for his operation (false work design, etc . ) . -3- PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04 . 150: Requires burning permit for all fires except for small outdoor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150 , 76.04.170, 76. 04 .180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08 . 030: Cutting permit required before cutting me- zhant- able timber. R.C.W. 76. 08. 275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44. 080: Requires permit for any surface mining opera- tion inc u ing sand, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of Riven and Harbor Act of March 3 1899: Requires permit or construction (other than bridges , see S. Coast Guard administered permits) en navigable waters (King County Department of Public Works will obtain) . FIRE PROTECTION DISTRICT R.C.W. 52. 28 . 010 52. 28 . 010 52. 28 . 030, Ili 28 . 040, 52 . L8. 050: rove es aut ority or, requirements o , an penalties ttoT—Tailure 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 , 1694�_General Bridge Act ofMarch 23, 19 6, and General Bridge Act o 1. as amended A�ugus_t_ Requires a permit for construction o ri ge on _. navigabi waters (King County Department of Public Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit : Section 4(f) of Department of Transportation Act , National Environmental Policy Act of 1969, Water .duality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY Section 9. 02(d) (2) (iii) of Reglulation I : Request for verifica- lion o� p^ opulation density. —Contractor should be sure his opera- tions are in compliance with Regulation I , particularly Section 9.02 (outdoor fires) , Section 9. 04 (particulate matter- -dust) , and Section 9.15 (preventing particulate matter from becoming airborne) . -4- PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Title 40, Chapter Ic Part 61 : Requires that the Environmental rP otectioCgency a notitied 5 days prior to the demolition of any structure containing ashestos 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. -5- WAGE RATES HWY-R32320-AA PREVAILING MINIMUM HOUhLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: r-LAGGERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING• KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC CCEAN), PIERCE, SK4GIT. SNOHOMISH. THURSTON, WHATCCM COUNTIES, AND YAKIMA COUNTY (THAT PCRTIOh LYING WEST OF THE 120TH MERIDIAN) . FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 S/HR. WAGE RATES OCCUPATION 04CCUPATION STATE CODE DESCRIPTION RATE 260-0010 FLAGGER 10. 78 260-0020 FLAGMEN -- OTHER 260-0000 STATE: OVERTIME-ALL HCURS IN EXCESS OF 8 HOURS PER DAY OR 40 HCURS PER WEEK SHALL BE PAID AT CNE AND ONE-HALF TIMES THE PEGULAR RATE OF PAY. 260-9010 STATE: OVERTIME - ALL HOURS WCRKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOLRS PER MEEK SHALL BE PAID AT ONE AND ONE HALF TIMES THE REGULAR RATE OF PAY. 84TH AVE , WATER MAIN PAGE 1 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: LASORFRS LOCATION: CLALLAP, GRAYS HARBOR• ISLAND• JEFFERSON, KING, KITSAPq LEWIS. MASON• PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE. SAN JUAN. SKAGIT* SNOHOMISH THURSTON. WHATCOM AND THE PCRTIGN OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA FRINGE BENEFITS WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LI M NG •�;r<ys GROUP 1 350-2101 WINDOW CLEANER GROUP 2 350-0091 BATCH WEIGHMAN 350-0461 CRUSHER FEEDER 350-126J PILOT CAR 350-1871 TCOCR00M MAN (AT JOB SITE) GROUP 3 350-OC81 BALLAST REGULATOR MACHINt 350-0241 CARPENTER TENDER _. 350-0271 CEMENT FINISHER TENDER 350-0310 CHIPPER 350-0340 ChUCK TENDER 350-0390 CONCRETE FORM STRIPPER 350-047L CURING CONCRETE _. 350-OS20 DEMOLITION• WRECKING AND MCVING IINCL. -- CHARRED MATERIALS) _ 350-0710 EPDXY TECHNICIAN _ 3SO-0810 GASION BASKET BUILDER 350-0821 GENERAL LABORER _. 350-0860 GRINDERS -� 350-1371 PCT TENDER 350-1391 POWDERMAN HELPER 84TH AVE. WATER MAIN PAGE 2 r HWY-R3232-"-AA ✓REVAILING MINIMUM HOURLY WAGE RATES SEPiEMBER 25, 1987 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN 8CUNOARY EXTENCED DUE WEST TO THE PACIFIC OCEAN) . PIERCE. SAN JUAN. SKAGIT. SNOHOMISH, THURSTCN, WHATCOM AND THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE LODE DESCRIPTIGN RATE ++++++ FEDERAL WAGE RATE GROUP LISTING +' +�+• GROUP 3 3SO-1765 STAKE HOPPER -- 350-1880 TCPMAN - TAILMAN 350-IS41 TLrGGER OPERATOR -- 350-2030 VIBRATING SCREED ( AIR . GAS CR ELECTRICI GROUP 4 350-0051 ASPHALT RAKER -- 350-02SO CEMENT DUMPER - PAVING -- 350-0421 CONCRETE SAW OPEPATCR -- 350-0650 DRILLER - WAGON AND AIR TRACK CPERATCR -- 350-0720 FALLER ANC BUCKER - CHAIN SAW -- 350-CE30 GRADE CHECKER -- 354-0951 HIGH SCALER -- 350-0966 HCO CARRIER -- 350-0981 JACKHAMMER -- 350-1091 MANHf' E BUILDER -- 350-1200 NCZZLEMAN (CONCRETE PUMP. GREEN CUTTER WHEN -- USING COMBINATION OF }-IGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST. GUNNITE. SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER -- 350-1315 PIP: RELINER INOT INSERT TYPE $ -- 350-1280 PIPELAYER AND CAi:LKER -- 350-1485 RAILROAD SPIKE 'IULLER (POWER) -- 350-1753 SPREADER (CONCRETE! -- 350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES - 350-1840 TAMPER (MULTIPLE AND SELF PRGPELLED $ -- 84TH AVE. WATER MAIN PAGE 3 cl 1. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS. MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BCUNOARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM ANC THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTIGN RATE ****** FEDERAL WAGE RATE GROUP LISTING GROUP 4 350-1820 TAMPER AND SIMILAR ELECTRIC, AIi AND GAS -- OPERATED TOOLS 350-1865 T . "9ERM.". - SEWER (LAGGER, SHCRER, G CRIBJER) -- 350-1905 TRACK LINER (POWER) -- 350-2000 VIBRATOR -- 350-2091 WELL-PCINT MAN -- GROUP 5 350-0200 CAISSON WCRKER -- 350-1110 MINER -- 350-1?80 PCWOERMAN -- 350-1500 RE-TIMBERMAN -- OTHER r w r y r 84TH ACE. WATER MAIN w r PAGE 4 w i HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 k OCCUPATION: LABORERS 1 LOCATION: CLALLAM. GRAYS HARBOR• JEFFERSON, KING. KITSAP. LEWIS. MASON, PACIFIC, PIERCE. SNOHOMISH AND THURSTON COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.75 $/HR. PENSION 1.55 $/HR. TRAINING FUND .13 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GROUP LISTING •t+�ss GROUP 1 3SO-2100 WINDOW CLEANER B.4b GROUP 350-0090 BATCH WEIGH14AN 10. 78 3SO-0460 CRUSHER FEEDER 10.78 350-1260 PILOT CAQ 10.78 3SO-1870 TCCLROOM MAN (AT JOB SITE) 10.78 GROUP 3 350-0080 BALLAST REGULATOR MACHINE 15,21 350-0240 CAR^ENTER TENDER 15. 21 350-0273 CEMENT FINIS4ER TENDER 15.21 350-0310 CFIPPER 15.21 350-0340 CFUCK TENDER 15.21 350-0350 CLEAN-UP LaBDRER L5. 21 350-0390 CCNCRETE rCRM STRIPPER 15.21 350-0470 CURING CCNCRETE 15.21 350-0520 DEMOLITICN, WRECKING AND MOVING ( INCL. 15.21 CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 15.21 350-08LO GA81ON 8ASKFT 81 ILDER 15.2'. 350-C820 GENERAL LABORER 15.21 350-C860 GRINDERS 15.21 �50-1370 PCT TENOER 15.21 84TH AVE. WATER MAIN PAGE 5 '+fit T ei HNY-R32320-AA PREVAILING MINIMUM HOURLV WAGE RATES SEP7EMBER 25, 19ST OCCUPATION: LABORERS LOCATION: CLALIAM, GRAYS HARBOR. JEFFERSON, KING, KITSAP, LEWIS, MASCN, s PAfIFIC, PIERCE, SNOHCMIS14 AND THURSTON COUNTIES a WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION FATE •***** STATE WAGE RATE GROUP LISTING •+��_• GROUP 3 350-1 '°R PCWDERAAN HELPER 15.21 350- STAKE HOPPER 15.2: 350 .J TOPM.AN - TAILMAN 15.2' 350-1940 TUGGER OPERA'3R 15 .21 3SO-2030 VIBRATING SCREED ( AIR, GAS CR ELECTRIC) 15.21 GROUP 4 350-0050 ASPHALT RAKER 15.69 350-0250 CEMENT DUMPER - PAVING 15.69 350-C420 CCNCRETE SAW OPERATCR 15.69 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.69 350-0721 FALLER AND BUCKER - CPAIN SAW 15.69 350-0840 GRADE CHECKER ANC TFAhSIT MAN 15.69 350-0950 HIGH SCALER 15.69 350-CS65 NCO CARRIER 15.69 350-OS80 JACKHAMMER 15.69 350-LC90 MANHfLE BUILDER 15.69 3SO-1200 NCZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN 15 .69 USING COMBINATION OF I-IGH PRESSURE AIR AND WATER ON CCNCRETE AND ROCK, SANDBLAST. GUNNITE, SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 1,.69 - 350-1315 PIPE RELIhER (NOT INSERT TYPED 15.69 350-1280 PIPELAYER AND CAULKER 15.69 350-1485 RAILROAD SPIKE PULLER IPOWER) 15.69 350-1753 SPREADER (CONCRETE ) 15.69 350-1750 SPREADER - CLA&Y POWER OR SIMILAR TYPES 15.69 350-1840 TAMPER "wULTIPLE AND SELF PROPELLED ) 15.69 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.69 - OPERATED TOOLS 350-1865 TIMBERMAN - SEWER (LAGGER, SHCRER, 6 CRIBRER ) 15.69 94TH AVE. WATER MAIN .. PAGE 6 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: LABORER:; LOCATION: CLALLAM, GRAYS HARBOR. JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE, SNOHOMISH AND THURSTON COUNTIES WAGE RATES OCC UPA T ION OCCUPATION SY ATE CODE DESCRIPTION RATE **••t• STATE WAGE RATE GROUP LISTING • *�� GROUP 4 350-1905 TRACK LINER (POWER) 15.69 350-2000 VIBRATOR 15.69 350-20W WELL-POINT MAN 15.69 GROUP 5 " 350-0200 CAISSON MCRKER 16.05 3SO-0535 OIVZR 16.05 350-11IO MINER 1605 350-1379 PCWOERMAN 16.05 350-1500 RE-TIMBERMAN 16.05 ^I " OTHER 350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS./DAY OR 40 HRS./WK., MON. THRU FRI . , AND ALL HOURS WORKED CN SAT. (EXCEPT A MAKE- UP DAY: SHALL BE PAID 1 112 TIMES THE REGULAR RATE. ALL I-OURS WORKEC SUNDAYS AND 'HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE. 350-9351 STATE: HOLIDAYS - NEW YEARS DAY* MEMORIAL DAY, 4TH CF JULY, LABCR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FCLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 350-9352 STATE: FCREMAN - 60.5C PEA HOUR ABOVE THE HIGHEST Lf.BORERIS CLASSIFICATION SUPERVISED. 350-9355 STATE: FOREMAN - SHALL RECEIVE %0.50/HR ABOVE HIGHEST PAID CCCUPATION SUPERVISED Ir 84TH AVE, WATER MAIN 1r t•� I ' r PAGE 7 C A HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: POWER EQUIPMENT OPERATCRS LOCATION: CLALLAP, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MA"JN, PACIFIC ( NCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENCED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON♦ WHATCOM ANC THE PCP.�ION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKINA FRINGE BENEFITS WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE suss• FEDERAL WAGE RATE GROUP LISTING rsssss GROUP 1 570-5501 CRANE 100 TONS AND CVER OR 200 FT. CF BOOM -- INCLUDING JIB AND OVER 570-5506 LOADER, 8 YARDS AND OVER -- - 570-5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER -- GROUP 2 L 570-5516 CABLEWAYS -- r., 570-5521 CRANE OVER 45 TONS AND UP TO IOJ TONS CR -- CVF-R 150 FT OF BOOM INCLUDING JI8 570-5536 HELICOPTER WINCH -- 570-5546 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS -- 570-5566 QUAD 9 AND SIMILAR, 0-10 AND HD-41 -- 570-5541 REMOTE CONTROL OPERATCR, ETC. -- 570-5526 RCLLAGON 570-5561 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER -- 570-5551 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS -- " 570-5556 SLIPFORM PAVERS -- 570-5531 TOWER CRANE -- GROUP 3 570-5576 BUMP CUTTER -- 570-5591 CHIPPER ~ 570-5571 CONCRETE BATCH PLANT L.•ERATCR -- 570-5581 CRANES, 20 TONS THRU 45 TONS -- r 84TH AVE. WATER MAIN r r PAGE B r HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1487 OCCUPATION: POWER EQUIPMENT OPERATORS tOCATION: CLALLAF, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, LEWIS, MASON• PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN SCUNDARY EXTENCED CUE JEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON. I ATCCM ANC THE PCRTION OF THE FOLLOWING COUNTY LYING W ST OF THE 120TH MERIDIAN: YAKIMA WAGE RATFS OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ssiis• FEDERAL WAGE RATE GROUP LISTING ssssss GROUP 3 570-5596 CRUSHERS -- 570-5601 DERRICK -- 570-5606 DRILLING MACHINE -- 570-5611 FINISHING MACHINE -- 570-5586 HYDRALIFTS -- 570-5616 LCADEAS, OVERHEAD JNDER 6 YARDS -- 570-5626 MECHANICS, ALL -- 570-5636 MIXERS, ASPHALT PLANT -- 570-5641 MCTOR PATROL CRAOERS - FINISHING, BLUETOPS, -- PULLING SLCPES, 017CHES, ETC. 57O-5E51 PILEORIVER -- 570-5646 PUMP TRUCK MOUNTED -:ONCRETE PUMP WITH BOOM -- ATTACHMENT 5 %0-5676 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS -- 570-5656 SCREED MAN -- 570-5661 SHOVELS, BACKHGES 3 YARDS AND UNDER -- 570-5666 SUB-GRADER - TRIMMER -- 570-5681 TRACTOR, E0 HP AND CVER, BACKHCE AND ATTACH. -- 570-5671 TRACTORS , BACKHCE -- GROUP 4 570-56% A-FRAME CRANE -- 570-5686 BROOMS -- 570-5736 CCNCRETE PUMPS -- 570-5706 CCNVEYCRS -- 570-570L CRANES, UP TO 20 TONS -- 570-5691 OCZERS, C-9 AND UNDER, YC-YC, PAY DOZER -- 84TH AVE. WATER MAIN I �. PAGE 9 Zr M HWY-R32320-AA PREVAILING MINIML HOURLY WAGE RATES SEFT'MBER 25, 1987 OCCUPATICN: POWFF EQUIPMENT CPERATCRS LOCATION : CLALLAP, GRAYS HAROOR, ISL0O. JEFFERSCN. KING. KITSAP, LEWIS. MASON. PACIFIC ( NCRTH OF WAHKIAKUM COUNTY NORTHERN BCUNDARV EXTENCLO CUE WEST TO THE PACIFIC OCEAYI , PIERCE, SAN JUAN. SKAGIT. SNOHOMISH. )HURSTCN. WHATCOM ANC THE PORTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE ****** FEDERAL WAGE RATE GROUP LISTING A •#•t• GROUP 4 570-5771 DRIVER CN TRUCK CRANES OVER 45 TONS -- 570-5766 EQUIPMENT SERVICE ENGINEER -- 570-5721 FCRK L'FTS -- 570-5111 HCISTS. AIR TUGGERS. ETC. -- 570-5714 LCADERS - ELEVATING TYPE -- 570-5726 MOTOR PATRCL GRADER - NON-FINISHING -- 570-5731 MUCKING MACHINE. ETC. -- 570-5741 RCLtERS. ON PLANT, RCAOMIX OR MULTILIFT -- MATtRIALS -' 570-5746 SAWS. CONCRETE -- 570-5751 SCRAPERS - CARRY ALL -- 570-5756 SPREADERS. SLAW KNOX, ETC. -- 570-5176 TRACTOR. AO HP AND UNDER, BACKH_ .. AND ATTACH. -- 570-5761 TRENCHING MACHINES -- GROUP 5 r , 570-5796 ASSISTANT ENGINEERS -- 570-5821 COMPRESSORS -- 570-5191 CIL DISTRIBUTORS, BLOWERS. ETC. -- 570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER -- 570-5801 PAVEMENT BREAKER -- 570-5806 PCSTHOLE DIGGER. MECHANICAL -- 570-5P11 PCWER PLANT -- $70-5826 PLMPS. WATER -- 570-5781 RCLLER. OTHER THAN PLANT ROAD MIX -- - 570-5816 WHEEL TRACTORS. FARMALL TYPE -- 84TH AVE. WATER MAIN r PAGE 10 h HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATICN: POWER EQUIPMENT OPERATCRS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON. KING. KITSAP# LEWIS. MASON• PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN BCUNDARY E%TENCED CUE WEST TO IHE PACIFIC OCEAN )• PIEP,CE, SAN JUAN, SKAGIT, SNOHOMISh. THURSTCN, WHATCOM ANC THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 12OTM MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE ****** FEDERAL WAGE RATE GROUP LISTING •fuss GROUP 6 570-Se31 GRADECHECKER AND STAKEMAN -- OTHE R 84TH AVE. WATER MAIN PAGE 11 HWY-R32320-AA PREVAILING MINIMUM HOURLY *AGE RATES SEPTEMBER 259 1987 CCCUPATION: POWER EQUIPMENT OPERATCRS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON. KING, KITSAP, LEWIS, PACIFIC, PIERCE. SKAGIT, SNOHOMISH, THURSTON AND WHATCCM COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1,95 s/HR. PENSION 2,00 S/HR. TRAINING FUND .26 S/HR. I WAGE RATES t OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ♦suss STATE WAGE RATE GRCUP LISTING ssssss GROUP lA 570-SC15 CRANE - CVERHEAD. BRICGE TYPE 18.98 100 TONS AND EVER 570-5500 CRANE 100 TONS AND Ct R OR 200 FT OF BOOM 18.98 INCLUDING JIB AND OVER 570-5505 LEADER, 8 YAR%.S AND OVER 18.98 570-55LO SHOVELS ANC ATTACHMENTS, 6 YARDS AND OVER 15.98 GROUP 1 570-5515 CABLEWAYS 18.48 570-SC25 CRANE - OVERHEAD, BRICGE TYPE 18. 48 45 TONS THRCUGH 99 TONS 570-5520 CRANE 45 TONS AND UP TO 100 TCNS OR 18.48 150 FT CF BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH 18.48 570-5545 LCADER. OVERHEAD 6 YARDS UP TO J YARDS 18.48 570-5730 MOCKING MACHINE, ETC. 18.48 570-5565 QUAD 9 AND SIMILAR, D-10 AND HD-41 18.48 570-5540 REMOTE CCNTROL OPERATCR, ETC. 18.48 570-5525 ACLLAGON 18.46 570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER 18.46 570-SSSO SHOVELS, CAC KHOES OVER 3 YARDS TO 6 YARDS 18.48 570-5555 SLIPFORM PAVERS 18.48 570-5530 TOWER CRANE 16.48 570-5400 TRANSPORTERS, ALL TRACK CR TRUCK TYPE 18.4J 84TH AVE. WATER MAIN P/�E 12 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMUEA 25, 1987 OCCUPATION: PUWER EQUIPMENT CPERATCRS LOCA11ON: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON# KING, KITSAP, LEWIS, PACIFIC. PIERCE. SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE **t*t• STATE WAGE RATE GRCUP LISTING •sssrs GROUP 2 570-55T5 BUMP CUTTER 18.04 570-5590 CHIPPER 18.04 570-5570 CCNCRETE BATCH PLANT CPERATOR 18.04 570-5035 CRANE - OVERHEAD. BRIUGE TYPE 18.04 20 TONS THRCUGH 44 TCNS - 570-5580 CRANES, 20 TCNS UP TC 45 TCNS l8.04 5T^-5595 CRUSHERS 18.34 t 570-560..0 DERRICK 18.04 570-5605 DRILLING MACHINE 18.04 ►, 570-5610 FINISHING MACHINE 18.04 570-5615 LCADERS, OVERHEAD UNDER 6 YARDS L8.04 1 570-5620 LCCOMOTIVES, ALL 18.04 570-5625 MECHANICS, At1 18.04 570-5635 MIXERS, ASPHALT PLANT L8.04 570-5640 MCIOR PATROL GRADERS - FINISHING, BLUETOPS , 13,04 PULLING SLOPES, DITCHES, ETC. 570-4730 PAVE OR C.LRB EXTRUDER (ASPHALT AND CONCRETE) 18.04 570-565n PILEDRIVER 16.04 570-2975 PILEDRIVER (SKID TYPE ) 18.04 „. 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM 18.04 ATTACHMENT 570-2565 RCTO-MILL PAVEMENT PRCFILER 18.04 570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARD, 18.04 570-5655 SCREED MAN 18.04 570-5660 SHOVELS , BACKHOES 3 YARDS AND UNDER. 18.04 570-5665 SUB-GRACER - TRIMMMER 18.04 W, 570-5680 1RACTOR, 60 HP ANr% OVER, BACKHCE AND ATTACH. 18.04 GROUP 3 570-5698 A-FRAME CRANE OVER 10 TONS 17.63 570-5735 CCNCRETG PUMPS 1T.68 84TH AVE. WATER MAIN r •+ PAGE 13 ti r HNY-R32320-AA PREVAILING MINIMUM HUURLV WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM. GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP. LEWIS. PACIFIC. PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCCM COUNTILS WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE •tsss• STATE WAGE RATE GROUP LISTING GROUP 3 570-5705 CONVEYORS 17.68 570-5700 CRANES, UP TO 20 TONS 17.68 570-5690 DOZERS, 0-9 AND UNDER, YO-YO, PAY DOZER 17.68 570-5765 EQUIPMENT SERVICE ENGINEER 17.68 570-5720 FORK LIFTS 17.68 570-5710 HOISTS, AIR TUGGERS. ETC . 17.68 570-2f95 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS 17.68 570-5715 LCADERS -• ELEVATING TYPE LT.68 570-5725 MCTOR PATROL GRAUER - NON-FINISHING 17.68 570-5765 OILER DRIVER ON TRUCK CRANE 17.68 510-5740 ROLLERS, ON PLANT, RDAOMIX OR MULTILCFT 17.68 MATERIALS ,j70-5145 SAWS. CONCRETE 17.68 570-5750 SCRAPERS - CARRY ALL 17.68 570-2815 SCRAPERS, CONCRETE 17.68 570- - �-fRFAD :RS. BLAW KNOX, ETC. 17.68 570- 4CTOR, 60 HP AND UNDER* BACKhOE AND ATTACH. 17.68 57(4 "NCHING MACHINES 17.68 GROUP 570-5691 A-FkAMF CP NE, 10 TONS AND UNDER 15.53 570-514y5 ASSISTANT ;NGINEERS 15.58 - 570—.2575 BOBCAT 15.58 S70-5f85 BROOMS 15.58 570-5E20 CCMPRESSCRS 15.58 570-5830 GRADECHECKER AND STAKEMAN 15.58 570-2715 HYORALIFTS / DOOM TRUCKS 10 TCNS AND UNDER 15.58 570-5790 OIL DISTRIBUTORS. BLCwERS. ETC. 15 .58 570-5800 PAVEMENT BREAKE1 15.58 570-4735 PERMANENT SHAFT—TYPE ELEVATOR 15.58 570-5E05 PCSTHOLE DIGGER, MECHANICAL 15.58 r 84TH AvE. WATER MAIN - PAGE 14 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: POWER EQUIPMENT CPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP , LEWIS, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCCM COUNTIES WAGE RATES OCCUPATION OCCLPATION ST..TE CODE DESCRIPTION RATE ****** STATE WAGE RATE GRCUP LISTING s�ss�• GROUP 4 570-5810 PCWER PLAN 15. 58 570-4745 PROBE TENDER IROTO-MILLI 15.58 570-5825 PUMPS, WATER 15.58 570-5780 RCLLER, OTHER THAN PLAN7 RCAO MIX 15.58 570-5815 WHEEL TRACTORS, FARMALL TYPE 15. 58 OTHER 570-9�70 STATE: OVERTIME - ALL HOURS WCRKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK. , MON. THRU FRI, AND ALL HCURS WORKEC SAT. (EXCEPT WHEN WORKEC AS A MAKE-UP DAY), SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE. 570-9571 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LASCR DAY• THANKSGIVING DAY. FRIDAY AND SATURCAY FOLLOWING THANKS- GIVING DAY ANC CHRISTPAS DAY. 570-9572 STATE: LEADMAN $0.30 CVER MECHANIC 84TH AVE. WATER MAIN PAGE 15 W HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 .KCUPATION: SURVEYORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAPP LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND rHATCOM CCUNT I ES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF 1.50 $/HR. TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 S/HR. PEASCA TOTAL HOURLY BENEFIT - CHAIN PERSON .70 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DES CRIPTICN RATE 720-0010 CHAIN PERSON 8.25 720-0040 INSTRUMENT PERSON IJUAIOR ENGINEER) 10.00 720-0060 PARTY CHIEF 11 .50 OTHER 720-9010 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL L BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. u M 'p 4 f' 11r 84TH AVE. WATER MAIN w. �+ PAGE 16 r. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS (ARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE. AND THURSTCN COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.89 SYHR. PENSICN 1.82 $/HR. WAGE RATES OCCUPATION OCCUPATICN STATE CODE DESCRIPTION RATE ss**** STATE WAGE RATE GROUP LISTING sass*♦ 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.89 ECUIPMENT WHEN A-FRAME OR HYDRALIIT OR SIMILAR FCUIPMENT 1S 1N USE 730-0080 BUGGYMOBILE AND SIMILAR 17. 58 730-0100 BULK CEMENT TANKER 17.74 730-0110 BILL LIFTS. OR SIMILAR EQUIPMENT USED IN 17,41 LOADING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS CN JOB SITES:WAREhCUSING 730-OL20 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17,76 LCAOING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:OTHER THAN WAREHOUSING 730-014D BUS OR EMPLOYEE HAUL 17.41 730-0200 DUMPSTERS , AND SIMILAR ECUIPMENT:TOURNO- 17. 31 ROCKERS, TCURNOWAGUN, TOURNOTRAILER , CAT OW SERIES. TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL ANU PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP TRUCKS, SIDE, END AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS 84TH AVE. WATER MAIN PAGE 17 s HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM. GRAYS HARBOR, JEFFERSON. KING* KITSAP, LEWIS, MASON* PACIFIC. PIERCE, AND THURSTCN COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE ****** STATE WAGE RATE GROUP LISTING •>*i*+ 730-0230 OLMPSTERS , AND SIMILAR EQUIPMENT:TOURNO— 17. 74 RCCKERS, TOURNOWAGON, TOURNCTRAILERs CAT OW SERIES. TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN. EUCLID, TWO AND FOUR—WHEELEC POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LCAOEO ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS, SIDE* ENO AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBIND'IONS THEREOF .CVER 16 YARDS TO AND IACL. 20 YARDS 730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— 17.69 RCCKERS, TCURNOWAGCN, TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, IETCURNEAU, WESTINGHOUSE ATHEY WAGCN# EUCLID. TWO AND FOUR—WHEELED PCWFR TRACTCR WTH TRAILER AND SIMILAR TOP— LCADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTCM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATICNS TI-EREOF:OVER 12 YARDS TO AND INCL. 16 YARDS 730-0210 DUMPSTERS, AND SIMILAR EGUIPMENT:TGURNO— 17.53 RCCKERS• TCURNOWAGON, TOURNCTRAILER. CAT DW SERIES. TERRA CCBRA. LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FOUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LCADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS, SIDE, ENC AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR CCMBINATIONS THEREOF:GVER 5 YARDS TO AND INCL. 12 YARDa 84TH AVE. WATER MAIN PAGE 18 HWY-R32320-AA PREVAILING MINIMUM HOURLY 1.AGE RATES SLr-EMBER 25. 196T OCCUPATION: TEAMSTERS LOCATION: CLALLAIM, GRAYS HARBOR. JEFFERSON, KING, KITSAP. LEWIS. MASON, PACIFIC• PIERCE. AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE *E**** STATE WAGE RATE GROUP LISTING ****** 730-0260 DLMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.23 ROCKERS, TCURNOWAGON, TOURNCTRAILER, CAT OW SERIES. TERRA CCBRA, LETCURNEAU. WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCAOEO EQLI?MENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTICN:DUMP TRUCKS. SIDE. ENC AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :CVER 40 YARCS TO AND INCL. 55 YARDS 730-0250 DUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- 18.07 RCCKERS, TCURNOWAGON. TOURNCTRAILER, CAT OW SERIES• TERRA COBRA• LETOURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID. TWO AND FOUR-OHEELE0 PCWER TRACI:.R WTH TRAILER AND SIMILAR TOP- LCADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TE:NSTER JURISOICTION:DUNP TRUCKS. SIDE• END AND BOTTCM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 30 YOS. TO AND INCL. 40 YOS. 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.91 RCCKERS. TCURNOWAGON, TOURNOTRAILER. C4T OW SERIES, TERRA CCBRA• LETCURNEAU. WESTINGHOUSE ATHEY WAGON, EUCLID. TWO AND FOUR-WHEELED POWER TRACTOR NTH TRAILER AND SIMILAR TOP- -- LCADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, ENE AND 80TTCM DUMP• INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0405 ESCORT DRIVER OR PILCT CAR 12.25 730-0410 EXPLOSIVE TRUCK (FIELD MIX! AND SIMILAR 17.63 ECUIPMENT 730-0460 FLAHERTY SPREADER 1T.74 84TH AVE. WATER MAIN PAGE 19 I HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 259 _ 787 OCCUPATION: TEAMSTERS LOCATION: CLALLAGRAYS ARSCN. KING. KIT!. AP. LEWIS, MASON, PACIFIC, PIERCE* AND THURSTCN ES WAGE RATES OCCUPATION STATE OCCUPATION DESCRIPTION RATE CODE ssssss STATE WAGE PATE GRCUP LISTING ssssss 17.52 730-0500 FLATBED TRUCK, DUAL REAR AXLE 15. 50 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 730-0610 FLEL TRUCK, GREASE TRUCK, GREASER, BATTERY 17.41 SERVICE MAN AND/OR TIRE SERVICE MAN 1T,58 t, 730-0670 HYSTER OPERATCRS !HAULING BULK LOOSE AGGREGATES) 17.31 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND BATCH PLANTS 18.07 T30-C730 LCWBED AND HEAVY DUTY TRAILER: OVER LOQ TONS GROSS 1T S 730-0710 LCWBED AND HEAVY DUTY TRAILER: UNDER 50 .63 TCNS GROSS y DUTY TRAILER: L S S 17.91 F 730-0720 LC%BEAV GRCSSDTON AND EINCLUDING 100TCNSGROSS 17.75 730-CEOO MECHANIC 17.16 730-Of10 MECHANIC FELPER 17.74 730-0910 OIL DISTRIBUTOR DRIVER ( ROAD ' 15.50 730-1013 PICK-UP TRUCK 1T.41 730-1100 SCISSORS TRUCK 17.63 730-1140 SLURRY TRUCK DRIVER 17.63 r� 730--160 SNO-GO AND SIMILAR EQUIPMENT 730-1190 STRADDLE CARP.IER IRCSS, HYSTER AND SIMILAR! 17.31 730-1200 SWAMPER 17.36 730-1300 TEAM DRIVER 730-1350 TRACTOR. SMALL RUBBER-TIRED (WHEN USED WITHIN 17.41 TEAMSTER JIIRISDICTICN) 19. 76 730-1570 TRANSIT-141X USED EXCLUSIVELY IN HEAVY CMI �:•:CVER 20 YDS. 18.60 730-1560 TPANSit-MIX USED EXCLUSIVELY IN HEAVY CCNSTR. :OVER 16 YDS. TO AND INCL. 20 YOS. 18.44 730-19150 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CCNSTR. :OVER 12 YDS. TO AND INCL. 16 YDS. 18.28 `+ 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CCNSTR. :CVER 10 YOS. TO AND INCL. 12 YDS, 84TH AVE. WATER MAIN PAGE 20 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 198T OCCUPATION: TEAMSTERS LOCATION: CLALLAM, CRAYS FARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTCN COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE MACE RATE GRCUP LISTING ****** 730-1530 TRANSIT-MIX USED EXCLLS'.VELY IN HEAVY 16. 11 CCNSTR.:OVER 8 YOS. TC AND INCL. 10 YDS. 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.95 CCNSTR. :OVER 6 YDS. TC AND INCL. 8 YDS. 730-1515 TRANSIT-MIX USED EXCLUSIVELY IN 14EAVY 17. 79 CCNSTR. : OVFR 4 1/2 YCS TO AND INCL. 6 YDS. 730-150L TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY 17.62 CCNSTR. - 0 YDS. TO AND INCL. 4 1/2 YOS. 730-1750 VACUUM TRUCK 17.41 730-1810 WAREHOUSEMAN AND CHECKERS 17.31 730-2015 WATER WAGCN AND TANK TRUCK: OVEF 3000 GALLONS 17.74 730-2000 WATER WAGCN AND TANK TRUCK: UP TO 4600 17.41 GALLONS 730-2010 WATER WAGCN AND TANK TRUCK: 1600 GALLONS 17. 58 TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.63 730-220A WINCH TRUCK: SINGLE REAR AXLE 17.41 730-2220 WRECKER, TCW TRUCK ANC SIMILAR EGUIPMENT 17. 41 OTHER 730-9730 STATE: OVERTIME - ALL hCURS WCRKEO IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK. , MON. THRU FRI. , AAO ALL HCURS WORKEC CN SATUROAVS, (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE OF PAY . ALL HOURS WORKED CN SUNDAYS AND POLIDAYS SHALL BE PAID DOUQLE THE REGULAR RATE OF PAY. 730-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABCR DAY. THANKSGIVING DAY, FRIOAY AND SATURCAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 84TH AVE. WATER MAIN PAGE 21 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, KITTITAS, LEWIS, MASON, PIERCES SAN JUAN, SKAGIT* SNOHOMISH, THURSTON. MHATCOM, YAKIMA, PACIFIC (THE PORTICN NORTH OF THE 'WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , T}E PORTION OF THE FOLLLOWING CCUNTIESLYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS AND OKANOGAN FRINGE BENEFITS WAGE RATES OCCUPATION OCCUPATICN STATE CODE. DESCRIPTION RATE 4r***** FEDERAL WAGE PATE GROUP LISTING •*4**s 730-0010 A-FRAME OR HYDRALIFT TRUCKS CR SIMILAR -- EQUIPMENT WHEN A-FRAME OR HYDRALIFT nR SIMILAR ECUIPMENT IS IN USE. 730-0080 OLGGYMOBILE AND SIMILAR -- 730-0100 BULK CEMENT TANKER 730-CIIO BELL LIFTS. OR SIMILAR ECUIPMENT USED IN -- LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:WAREHOUSING 730-0120 BULL LIFTS. OR SIMILAR EQUIPMENT USFO IN -- LCADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:OTHER THAN WAREHOUSING 730-D14J BUS OR EMPLOYEE HAUL - 730-0145 CHECKERS _- 730-0200 DUMPSTERS, AND SIMILAR ECUIPMENT:TOURNO- -- ROCKERS, TCURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA. LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELEO PCWER TRACTOR WTI- TRAILER ANO SIMILAR TOP- LCAOED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIDE• ENC AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF: UP TO AND INCLUDING 5 YARDS 84TH AVE. WATER MAIN � PAGE 22 V HWY-R32320-AA PREVAILING MINIMUM HOURLY %AGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAP, GRAYS I+AREGR, ISLAND* JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT* SNOHOMISH, THURSTON, WHATCOM, YAKIMA, PACIFIC ( TI-E PCRTICN NORTH OF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST 10 THE PACIFIC OCEAN) , THE PORTION OF THE FOLLLCWING CCUNTIESLYING WEST CF THE 120TH MERIDIAN: CHELAN, DOUGLAS AND CKANOGAN WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** 730-0210 DUMPSTERS, AND SIMILAR EOUIPMENT:TOURNO- -- RCCKERS, TCURNOWAGON, TOURNCTRAILER, CAT DW r SERIES, TERRA COBkA, IETCURNEAU , WESTINGHOUSE ATHEY WA60N, EUCLID, TWO AND FOUR-WHEELEC " PCWER TRACTOR NTH TRAILER AND SIMILAR TOP- LOADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS. SIDE, END AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 5 YARDS TO AND INCL. 12 YARDS -- 730-0220 DUMPSTERS, AND SIMILAR EOUIPMENT:TOURNO- RCCKERS, TCURNOWAGON, TOURNGTRAILER, CAT OW SERIES, TERRA COBRA, IETCURNEAU. WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FCUR-WHEELED POWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LCADED ECCIPMENT TRANSPORTING MAIERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP V TRUCKS, SIDF, END AND 8DTTC14 DUMP, [NnLUCiNG SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVER 12 YARDS TO AND INCL. 16 YARDS 730-0230 DUMPSTERS, AND SIMILAR ECUIPMENT:TOURNO- -- RCCKERS, TCURNOWAGON, TO'JRNCTRAILER# CAT DW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FCUR-WHEELEC POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCAOED EGLIPMENT TRANSPORTING MATERIAL AND PERFORMING WCRK IN TEAMSTER JURISDICTION:DUAP TRUCKS, SIDE, ENO AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS 84TH AVE. WATER MAIN r-= PAGE 23 L HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAP. GRAYS HARBOR, ISLAKO, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS* MASON, PIERCE, SAN JUAN, SKAGIT• SNOHOMISH, 'HI;RSTON, WHATCOM. YAKIMA. PACIFIC (TI-E PCRTICN NORTH OF THE aAHK1AKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , THE PORTION OF THE FCLLLCWIhG COUNTIESLYING WEST OF THE 120TH MERIDIAN: CHELAN♦ DOUGLAS AND OKANCGAN WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING •***** 730-0260 OUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— -- RCCKERS, TOURNOWAGON, TOURNCTRAILER , CAT DW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND F CUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LOAOED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTICN:OUMP TRUCKS, SIDE, ENO AND BOTTCM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS TMEREOF:CVER 40 YARCS TO AND INCL. 55 YARDS 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— -- RCCKERSs TCURNOWAGOh, TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETCURNEAU. WESTINGHOUSE ATHEY WAGCNs EUCLID• TWO AND FCUR—WHEELEO POWER TRACTOR WTI- TRAILER AND SIMILAR TOP— LCACED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP TRUCKS, SIDEs END AhD BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR CCMBINATIONS THEREOF:GVER 21) YARCS TO AND INCL. 30 YARDS 730-0250 DL'MPSTER! , AND SIMILAR EQUIPMENT.TOURNO— -- ROCKERS, TCURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETCURNFAU, WESTINGnOUSE ATHEY WAGON, EUCLID, TWO AND FCUR—WHEELEO POWER TRACTOR WTI- TRAILER AND SIMILAR TOP— LCADED EQUIPMENT TRANSPORTING MATERIAL AND PERFCRMING WORK IN TEAMSTER JURISOICTION:OUMP TRUCKS* SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YOS. IC AND INCL. 40 YOS. 84TH AVE. WATER MAIN -• PAGE 24 HWY-R12320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, L987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND* JEFFERSON, KING, KITSAP* KITTITAS, LEWIS* MASON. PIERCE, SAN JUAN, SKAGIT♦ SNOHOMISH, THURSTON, WHATCOM, YAKIMA, PACIFIC ( THE PCRTICN NORTH CF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENOEU DUE WEST TO THE PACIFIC OC£AN) , THE PORTION OF THE FCLLLCWING CCUNTIESLYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS AND OKANOGAN WAGE RATES OCCUPATION OCCUPATICN STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE PATE GROUP LISTING ssssss 730-0400 ESCORT DRIVER 730-0410 EXPLOSIVE TRUCK IFIELL MIX$ AND SIMILAR -- EGUIPMENT 730-0460 FLAHERTY SPREADER 730-0500 FLATBED TRUCK, DUAL REAR AXLE -- 730-0490 FLATBED TRUCK* SINGLE REAR AXLE -- 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY -- SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS (MAULING BULK LCCSE -- AGGREG%TES) 730-069r) LEVERMAN ANn LOADERS AT BUNKERS AND -- BATCH PLANTS 730-0730 LCWBEO ANC HEAVY DUTY TRAILER: CVER 10C -- TCNS GROSS 730-0710 LCWBED AND HEAVY DUTY TRAILE i UNDER 50 -- TONS GROSS 730-0720 LCMBED ANC HEAVY DUTY TRAILER: 50 TCNS -- GROSS TO AND INCLUDING 100 TONS GROSS 130-0910 OIL DISTRIBUTOR DRIVER IROA01 -- 730-1010 PICK-UP TRUCK 730-1023 PILOT CAR 730-1100 SCISSORS TRUCK -_ T30-1140 SLURRY TRUCK DRIVER 730-1160 SNO-GO AND SIMILAR EQUIPMENT -- 730-1190 STRADDLE CARRIER IRCSS* MYSTER AND SIMILARI -- 730-1200 .SMAMPER 730-1300 TEAM DRIVER 730-1350 TRACTOR, SMALL RUBBER-TIREC (WHEN USED WITHIN -- TEAMSTER JURISDICTICN) 84TH AVE. WATER MAIN PAGE 25 HWY—R 32 320—A A PREVAILING MINIMUM HOURLY WAGE kATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAP, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT• SNOHOMISH, THURSTON, WHATCOM, YAKIMA, PACIFIC ITFE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , THE PCRTION OF THE FOLLLCWING COUNTIESLYING WEST OF THE 120TF MERIDIAN: CHELAN, DOUGLAS AND CKANOGAN WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GRCUP LISTING s•ssss 730-1435 TRANSIT MIX, -_ OVER 10 YOS. i'C AND INCLUDiNG 12 YDS. 730-1425 TRANSIT MIX. OVER 8 YCS. TC AND INCLUDING 10 YOS. 730-1415 TRANSIT MIX, OVER 6 YCS. TC AND INCLUDING 8 YDS. 730-1 %05 TRANSIT MIX, -- OVeR 4 YCS. TO AND INCLUDING 6 YDS. 730-1447 TRANSIT MIX.OVER 16 YCS. TO AND INCLUDING 20 YDS. 730-1445 TRANSIT MIX,OVER 12 YDS. TO AND INCLUDING 16 YOS. 730-1451 TrtANSIT MIXERS AND TRICKS HAULING CONCRETE: -- O�ER 20 YCS. 730-1500 TRANSIT-MIX, 0 TO AND INCLUDING 4.5 YOS. -- 73G--1750 VACUUM TRUCK 730-1811) WAREHOUSEMAN AND CHECKERS -- _ 730-2015 WATER WAGCN AND TANK TRUCK: OVER 3000 GALLONS -- 730-2000 WATER WAGCN AND TANK TRUCK: UP TO 1600 -- GALLONS 730-2010 WATER WAGCN AND TANK TRUCK: 1600 GALLONS -- TC 3000 GALLONS 730-2210 WINCH TRLCK: DUAL REAR AXLE -- 730-2200 WINCH TRUCK: SINGLE REAR AXLE -- _ 730--2220 WRECKER , TCW TRUCK AMC SIMILAR EQUIPMENT -- OTHER 84TH AVE. WATER MAIN PAGE 26 0- HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TRAFFIC CONTRCL STRIPERS LOCATION: STATEWIDE (EXCEPT CLARK, CCWLIT2, KLICKITAT, PACIFIC-THAT PORTION SOUTH CF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY EYTENDED DUE HEST TC THE PACIFIC CLEAN, SKAMANIA, AND WAHKIAKUM COUNTIES( FRINGE BENEFITS APPRENTICE TRAINING .06 $/HR. HEALTH AND WELFARE 1.70 $/HR. PENSICN .50 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 820-0020 JCURNEYMAN 17. 15 OTHER 820-9470 STATE : OVERTIME - HCURS IN EXCESS OF 40 IN ANY WORK WEEK SHALL BE PAID AT ONE ANC ONE-HALF TIMES THE REGULAR RATE. 84TH AVE. WATER MAIN f' �. PAGE 27 M r SUPPLEMENTAL PROVISIONS V L DIVISION I GENERAL REQUIREMENTS 1-01 DEFINITION AND TERN, 1-01.10 DEPARTMENT, DEPAR".MENT OF TRANSPORTATION (ADDITIONAL SECTION) WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE WILL ALSO INCLUDE THE CITY MERE APPLICABLE. 1-0.1.11 ENNGINEER (REPLACEMENT SECTION) THE DIRECTOR OF PUBLIC WOWS, ACTING DIRECTLY OR THROUGH HIS AUMORIZED REPRESENTATIVES. 1-01.23 SECRETARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT STALL ALSO REFER TO THE DIRECTOR OF PUBLIC WOWS. 1-01.26 STANDARD SPECIFICATIONS (ADDITIONAL SECTION) OTHER CERTAIN REFERENCED STANDARDS, AS USED IN THIS SPECIFICATION, ARE FROM THE LATEST EDITIONS OF: AWWA AMERICAN WATERWORKS ASSOCIATION ANSI AMERICAN NATIONAL STANDARDS ASA AERICAN STANDARDS ASSOCIATION kiTM AMERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE (ADDITIONAL SECTION) THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES MERE APPLICABLE. 1-01.37 WORKING DRAWINGS REPLACEMENT SECTION) THE TERM "STOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THL CONTRACTOR, A SUBCONTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE AF:'ROVAL CF THE OMfR. .. 1-01.38 ACT OF GOD (ADDITIOAL SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, MACH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NOT BE CONSTRUED AS AN ACT OF GOD. 1-01.39 OR EQUAL (ADDITIONAL SECTION WHtRE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECONMEDATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUAL"Y AND SUITABILITY OF THE PROPOSED SUBSTITUTION. 1-01.40 APPROVAL (ADDITIONAL SECTION) THE TERN "APPROVAL" OR "APPROVED" SHALL MEAN APPROVAL GIVEN BY OR GIVEN PROPERLY ON THE BEHALF OF THE OWNER. ... Supplemental Specifications (Rev 02/09/87) Page 2 CITY OF RENTON STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AID THE WASHINGTON STATE CHAPTER OF THE ANERICAN PUBLIC WORxS ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" AND SAID SPECIFICATIONS TOGETHER WITH THE LAMS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, -1 FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH DUCTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN. A CORY OF THESE ST44 AC SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MNICIPAL BUILDING, RENTON, WISHINGTON 98055, MERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. WHEREVER REFERENCE IS MADE IN THE STANDARD SPECIFICATIONS TO THE OWNER OR STATE, SUCH REFERENCE SWLL OF, CONSTRUED TO MEAN THE CITY OF RENTON, AND NMEPE REFERENCE IS MACE TO THE ENGINEER, SUCH ; ..y REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SWIM BE IN ADDITID TO OR .":.LI SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. STANDARD PLANS THE STANDARD PLANS FOR ROAD AM BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ANC THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORMS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH "TED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND HEREIN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PART1. HEADINGS HEADINGS TO PARTS. SECTIONS, FORMS, ARTICLES AND SUB-ARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NO AFFECT THE INTERPRETATION OF THE CONTRACT OCCUNENTS. 954UE ENTAL APO SPECIAL PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADOI(ION TO, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" UR "PARTIAL REPLACEMENT SECTION", THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. WHERE SECTIONS ARE MARKED "ADOI�IONAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED "SKPPLO•ENTAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. 1-04.5 CONTINUED EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SHALL BE FINAL M7 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 WOUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION: I. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; 2. IS CONTRARY TO THE TERNS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARBITRARY AND/OR IS NOT BASED UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTLS OF THE STATE ON WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMENCING WORK UNDER THIS CONTRACT. THE CONTRACTOF ACCEPTS THE TERMS AND CONDITIONS OF A CHANCE ORDER BY ENDORSEMENT OF THE CHANGE ORDER, BY ACCEPTANCE THkOUGH SEPARATE WRITING, OR By -AILURE TO PROTEST AS PROVIDED IN THIS SECTION, ANY CHANGE ORDER ACCEPTED BY THE CONTRACTOR SHALL BE FLLL EQUITABLE AOJUSTNENNT FOR ANY WORK CHANGED ON REQUIRED BY THE CHANGE ORDER. THE CONTRACTOR ALSO ACCEPTS ANY WRITTEN OR ORAL ORDER, DIRECTION, INSTRUCTION, INTERPRETATION, OR DETERMINATION FROM THE ENGINEER BY FAILLRE TO PROTEST AS PRCVIDNA IN THE SECTION. WHEN A CONTRACTOR PROTESTS A CHANCE OROCR OR OTHER WRITTEN OR DRAI. ORDER, :TE CONTRACTOR SHALL KEEP FV_L AND COMPLETE RECORDS OF THE COSTS MNO ADDITIONAL TIME INCURREED. THE CONTRACTOR SHALL PERMIT THE ENGINEER TO HAVE ACCESS To TNJSE RECORDS AND ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO ASSIST IN EVALUATING THE PROTEST. ALL PROTESTS WT,LL BE EVALUATED BY THE ENGINEER. I• THE ENGINEER FINDS THE PROTEST TO HAVE MERIT, THE ENGINEER WP_L MAKE AN EQUITABLE ADJUSTMENT IN THE W)UNT OF COSTS TO BE PAID FOR THE WM OR THE TIME REQUIRED AS HE DEEMS PROPER. IF THE ENGINEER FINDS THE PROTEST TO BE WITHOUT MERIT, NO ADJUSTMENT WILL BE MADE. PROTEST SHALL NOT RELIEVE THE roNTRACT% FROM HIS OBLIGATION TO PROCEED PROMPTLY WITH TH WORK AS ORDERED BY THE ENNGL"EEk 1-04.10 USE OF MATERIAS FCI ON TH¢ Ki 3LCT (ADOI OKAL SECTION) ALL SALVAGE MATERIAL AS NOTE ON THE PLANS AND TAKFN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGIN�R'S DISCRETION, BE GIRtFULLY SA-VAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, V.LVES AND APPARTWANCF.S, CATCH BASINS, AND STORK AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY SHOPS. SUpplenental SpeclficstIms (Rev O2/O9/87) Page 4 1-02 BID PROCEDURES AND CODITIONS 1-02.2 PLANS ANC SY[TIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS N FILE DESIGN SECTION OF THE CITY OF RENTONSPECIFICATIONS PUBLICBTWORKSDEPART ENNT)200LMILLLL AVVENUE ISOUTH,RENTON WA. 95055. ENGINEERING BIDDING DOCUMENTS MAY BE OBTAINED AT 7FHE AfiOVE OFFICE, OR BY MAIL, ON RECEIPT ff THE FEES AS SET FORTH IN THE CALL FOR BIDS. MACE CHECKS PAYABLE TO THE CITY OF RENTON. 1-02 6(l) PROPRIETARY INFORMATION VENDOR 44 OA.0 IDENTIFY CLEARLY A MATERIAL(S) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS, AND k DRAWINGS, A RESEARCH DATA' SO AS TO BE EXEMPT FROM PUBLIC DISCLOSURE, ALW A2.17.310, OR ANY MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF ICE TO THE OMPSULHII INFORMATION RECEEIVVED WITHIN 5 (FIVE) YEARST (OR STATE) WILL GIVE TFROM THE DATV�SIIBM OF I SION. FAILUREDTO SO OF OR IMEL . NOTICE OF REQUEST FOR PUBLIC DISCLE HAS BEEN GIVEN SHN-LIBES FA; WA LABEL SUCH DEEMEDAWAIT T WAIVER THE SUBMITTING VENDOR OF A CLAIM THAT SUCH MATERIALS ARE, -- IN FACT, SO EXEMPT. v 1-02 12 PUBLIC OPENINGS OF BIDS (REPLACEMENT SECTION) r SEALED BIDS WILL 8E RECEIVED BY THE CITY OF RENTON , MASHINGTON, BY FILING WITH THE CITY CLERK, tr MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER THE CALL FOR BIDS AND WILL BE OPENED AND PUBLICLY READ ALOUD. 1-03 AWARD AND EXECUTION OF CONTRACT 1-03.1 CONSIDERATION OF BIDS (ADDITIONAL SECTION) ALL BIDS WILL BE BASED ON TOTAL SUM OF ALL SCHEDULES OF PRICES' ND PARTIAL BIDS WILL BE ACCEPTED UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCHEDULE OF A 810 TO THE LOWEST BIDDER AT ITS DISCRETION. 1-DA SCOPE OF THE WORK 1-OA.5 PROCEOCRE ANa PROTEST BV THE CONTRACTOR (REPLACEMENT SECTION) A ORESTIONS (WISING BETWEEN THEINSPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING OR INTENT OF A PART OF THE PLANS AND �IFICATION.S OR ANY CONTRACT DOCUMENT, ME SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVES FOR INTERPRETATION MD ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART 'F THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR OF THE 0 PREVENT UISPUTFS AND LITIGATION,ON, ITP15 FURTHER AGnEEEDD�BYYN THE NPARTIIES HERET THE O THAT MAY THHE PUBLIAVE BEENC WORKS DIRECTOR OR HIS REPRESENTATIVE 94ALL 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 THE WORK AND THE INTERPRETATION OF THE PLANS AND SPECIFICATIONS. IN THE EVENT THE OR IS OF THE ION, HE WITHIN 3 DAYS, NOTIFY OPINION THE ENG DAMAGED By SUCH INEER AND TTHE CI N CITY CLEFT( IN WRIT OF THE ANTICIPATED T NATURE AND Lr AMOUNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE Supplemental Specifications (Rev 02/09/87) Page 3 1-05.5(1) CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MACE REASONABLE CHMIGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES MILL BE ESTABLISHED IN THE FOW OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 25 FEET FOR BATTER BOARDS OR 50 FEET FOR LASER, SET IN ADVANCE OF THE WORK' WHENEVER WORK IS IN PROGRESS, THE CONTRACTOR SHALL HAVE IN HIS EUPLONWNT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LINE AO GRADE STAKES GIVEN BY THE ENGINEER. OF ON GUIDES,EMPLOYEES SATTER BOARD SET WITH AN ENGINESR SI RESPONSIBILITY SHALL BE PLACING FOR MAINTAINING SET ON A GRADE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS SWRLL REMAIN IN PLACE "ING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE RESETTING, A SUN 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 GUM MAY BE USED PROVIDING; 1. REQUESTS FOR USE, LISTING EQUIPMENT, A0 METHOD OF OPEMTIDNH ARE SUBMITTED FOR CITY REV--0 AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. (TRADES ARE DECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL ' METHODS. 3. PROPER AND40RING OF PIPE IS PERFORMED IN LOCATIONS WHERE. A BOX IS BEING USED FOR EXCAVATION. THE CONTRACTOR SHALL ARRANGE HIS WORK TO ALLOW A REASONABLE TIME FOR THE SETTING-. OF STAKES FOR THE NEXT PHRASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUC`-ION GlTDtS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING y ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND HARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COST FOR THE BE CONSIDERED L TO OTHER BID ITEMS IN THE PROPOSALS AND NO FURTHER CONTRACTOR'S SURVEYING WILL LBBELMADE, UNLESS A BID IDIT AEMFOR SURVEEYING IS SPEECIFICALLY 1` ' LISTED IN THE SCHEDULE OF PRICES. 1 OS 5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION) WHERE THE CONTRACTOR IS kEQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR INIl THE SERVICES OF A �� � LAND GSA PROVIDE ALL LITSTAKING NEEDED IN K N1CTIO WITH THE PROJETN STAKING SHALLL CONSIST OF, BUTNOT BE LIMEDTO: `. ROADWAY CENTERLINE SANITARY SEWER SLOPE STAKING FIRE HYDRANTS CURBS AND GUTTERS STREET LIGHTING GRADING AND PAVING UNOERGROUNDING POWER t TELEPHONE TELEMETRY TRAFFIC SIGNAL SYSTEM STORM DRAIN SYSTEM PSP&L CO. ! P.N.W.B. VAULTS MONLl ENTS MONUMENT REFERENCE/STRADDLE POINTS ' SIGNAL SYSTEMS 6 POLES -- Supplemental Specliications _ ;Rev 02/09/87) Page 6 r I . 1-04.10 CONTINUED ANY COST INCURRED IN SALVAGING AND DELIVERING SUCH ITEMS SHALL BE CONSIDERED INCIDENTAL TO THE �- PROJECT AND NO COMPENSATION WILL BE MADE. 1-04.12 WASTE SITES (ADDITIONAL SECTION) ALL MATERIALS DESIGNATED BY THE ENGINEER TO BE WASTED SWILL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SECTION SRALL 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 BE.OW: THE CONTRACTOR SHALL BE PREPARED TO USE WATER TRUCKS, POWER BEEPERS, AND RELATED EQUIPMENT AS DEEMED NECESSARY By THE PUBLIC WORKS DIRECTOR TO ALLEVIATE THE PROBLEM OF LOST SPOILS ALONG THE ROUTE. PROMPT RESTORATION OF THE ROUTE IS MANDATORY. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO HE USED. COPIES OF THE P.-WITS AND APPROVALS ARE TO BE SUBMITTED TO THE ENGINEER PRIOR TO STARTING ANY WORK. p - 1-04.13 HOURS OF WOK( (ADDITIONAL SECTION) ' THE WORKING HOURS FOR CITY PROJECTS WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HORS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 1-04.14 COv:HACTOR'S COPIES OF CONTRACT DOCUENTS (ADDITIONAL SECTION THE CONTRACTOR WILL BE SJPPLIED By THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SHALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY THE OWNER AT NET COST OF REPRODUCTION. 1-05 CONTROL OF WORK 1_O5.i PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) (DRAWINGS SUBMITTED SHALL BE ON 72 INCH BY 34 INCH MYLHR OR SMALLER SETS WITH DIMENSIONS IN MULTIPLES OF 8 1/2 BY 11 INCHES. 1-05.3(1) SUBMITTALS (NEW SECTION) THE CONTRACTOR SHALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDU.ES, AND MANI.FACTURER'S INSTRUCTIONS AS REQUIRED TO DEMONSTRATE FULLY THAT THE MATERIALS AND EQUIPMENT TO BE FU44ISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT nF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORKMATION SHOWS ANY DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. Supplemental Specifications (Rev 02/09/87) Page 5 L 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WOW WHEREUPON THE ENGINEER WILL PROMPTLY, By PERSONAL INSPECTION, SAT/SFY HIMSELF AS TO THE ACTUAL COPLETION OF THE WOW IN ACCORDANCE WITH THE TEALS OF THE CONTRACT, AND SHALL TIfREU'ON RECO44DU TO THE OWNER THAT THE WOW IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF" THE WOW( SHALL BE MADE BY THE DOER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COPENSATION FOLLOWI>%J FINAL ACCEPTANCE BY THE CITY SHALL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WOW UNDER THE COJIVICT, INCLUDING ANY CLAIM FOR CHANGED CODITIONS OR CHANGED WORK ORDERS OR EXTRA WORK, DELAY OR ANY OTHER CAUSE FOR CLAIMS FOR ADDITIONAL COMPENSATION. 1-05.15 METHOD OF SERVICE OF NOTICE (REPLACEMENT SECTION) WRITTEN NOTICE 94ALL BE DEEMED TO MOVE 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 THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINEiS ADDRESS SOWN IN THE CONTRACT DOCUMENTS. 1-05.16 ERRORS AND OMISSIONS (NEW SECTION IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECC!:S AWARE OF AN' ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SUHVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDlNGLY. ANY WORK DOE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.4 SANITATION (ADUITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PAWNING, AND SANITATION FACILITIES SMALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHEPE TO CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND NAENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT WILL NOT BE MADE FOR ANY MATERIAL THAT IS DELIVERED IN EXCESS OF THE LEGAL WEIGHT F0,R WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGLATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT, LISTING THE VF-'rLE NUBER, LICENSE NUMBER, TAPE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.9 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 REGLRATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SOWN IN THE CONTRACT. WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION HAMBER WA 8:5-5110. Supplemental Specifications (Rev 02/09/87) Page 8 1-05.5(2) CONTINUED THE CONTRACTOR SMALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AM SMALL PROVIDE ALL REPLACEMENT STAKING OR RE-STAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTOR'S SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SH1L,. CONTAIN AS A MINIMUM THE CENTER LINE STATION AD OFF SET AND CUT TO EACH TEE. VALVE, BEND, HYDRANT, WWMOLE, CULVERT, CATCH BASIN, INLETS, CLFANOUTS, SIDESEWER, WATER SERV)CE, CURB, MTTER, SIDEWALK, AM ALL OTHER CHANGES IN ALIGNMENT ON WAN Af MAY BE NEECED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT. THESE NOTES SHALL BE KEPT LEGIBLY, IN A FORMAT COW-VNINC TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOO( SUPPLIED TO THE CONTRACTOR:, SURVEYOR BY THE CITY ON REALEST. THE LUMP SW UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FILL COPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IWROVEMORTS TO THE LINE AND (WADE PER THE APPROVED PLANS, AND TO PROVIDE TH: REWIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING SMALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR WORK SHALL BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN DONE. 1-05.50) CONTRACTOR PROVIDED AS-BUILT IWOPoAATIONi IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COvERED UNDER THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DOE UNDER THIS CONTRACT. MAJOR ITEMS OF WORK SHALL BE DEFINED TO INCLDE THE FOLLOWING ITEMS: MANHOLES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS 6 STANDARDS HYDRANTS MAJOR CHANGES IN DESIGN GRADE(S) VAULTS CULVERTS AFTER THE COMPLETION OF THE WOW( COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS-BUILT NOTES; AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE NOTES OF THE CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WOW AS PECORDED IN THE FIELD BOO((S). THIS DRAWING $HALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING 1TS ACCUAACI. THE LUMP SUM WIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COPENSATION FOR ALL SURVfYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND MADE PER THE APPROVED PLANS, AND TO PROVIDE THE RIEQUIRED CONSTRLCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE L.. IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER, Supplemental Specifications "' (Rev 02/09/87) Page 7 1-07.9 CONTINUED ON FEDERAL-AID PROJECTS THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL ALSO FURNISH WEEKLY PAYROLL STATEMENTS TO THE ENGINEER. IF THE CONTRACTOR UTILIZES THE OCCUPATION CODE WHEN SUBMITTING PAYROLLS AND WAGE AFFIDAVITS, MID MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SOWN IMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAX.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 "°TER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHILL RETAIN SUCH RECORDS FOR THAT PERIOD. MERE SUCH RECORDS PERTAINING TO WAGES PAID AMC PAYROLLS FOR THE CONTRACT ARE M�NTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR EXPRESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SMALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TEAMS AND CODITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TT) BE COMMENCED MOM THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME MEN 9" AUDIT IS TO BEGIN. BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L h I NUMBER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. UPON COPLETION OF THIS CONTRACT, THE CITY MOST RECEIVE FROM THE. CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L & I NUMBER 700-7 STALE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. THESE AFFIDAVITS WILL BE REQUIRED BEFORE ANY FUNDS RETAINED, ACCORDING TO THE PROVISIONS OF RCW 60.26.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OGTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR I5 RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MACE ALL APPL:CATIOMS DIRECTLY TO T4E DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. 1-C7.11(9) SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS EN 2RPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSLESS AND OR WOMEN BUSINESS ENTERPRISL PARTICIPANTS. 1-07.11(10) RECORDS AND REPORTS (REPLACEMENT SECTION) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT -HE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WOOLS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LABOR STANDARD FORM 257 2. EACH JULY - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FOPHS TO THE PRIME CONTRACTOR "ING THE PRECOHSTRUCTION MEETING. Supplemental Specifications (Rev 02/.09/07) Page 10 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR, ANY SUBCONTRACTOR, OR OTHER PERSON DOING THE WORK OR ANY PART OF IT SHALL NOT PAY ANY WQ'iK EN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOLY MINIMUM RATES OF WAGES 94)WN IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLE HOUR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FILL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SOWN IN THE CONTRACT. THE CITY DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FDlTH OR AS CHANGED. IT IS THE. CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AHD LABOR AND INDUSTRIES, A COPY OF THE APPROVED 'STATEMENT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE MUMBER OF IOWBM IN EACH CLASSIFICATION; AND THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTIOIAN OF THE DEPARTMENT OF LABOR AID INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE WADE. 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 IS THE HIGHER OF THE TWO, U a F IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE H k STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF H 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 APPRENTICEC 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. E-"EAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FUR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WOM OF A SIMILAR NATURE TO mR ' THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF 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 aE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. A 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 t. LABOR AND INDUSTRIES. iP BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK THE CONTRACTOR MUST SUBMIT A M } H� "CERTIFICATION BY GENERAL CONTRACTOR"(FORM SUPPLIED BY CITY) COWIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. I , lr Supplemental Specifications (Rev 02/09/87) Page 9 J 1-07.16 CONTINUED DUST AM MUD CONTROL SMALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSNTION WILL 9E MADE FOR THIS SECTION. COMPLAINTS OF OUST, MUD OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL PC TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE CONTRACTOR. 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION) THE 004M WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SMALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LAIRS, AS INDICATED IN CONNECTION WITH THE WOK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR SMALL NOT UNREASONABLY ENCUMBER THE PREMISES WITH HIS EQUIPMENT OR MATERIALS. THE CONTRACTOR SHALL PROVIDE, WITH NO LIABILITY TO THE OWNER, ANY ADDITIONAL LAND AND ACCESS TrERETO 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 SMALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF Hi: WORKERS TO THOSE AREAS SOWN MD DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHISE, SHALL BE CONFINED TO THE LIMITS OF SUCH EAS=HEMS, RIGHT-OF-MAY OR FRANCHISE. ALL WORK SHALL BE ACCO PLI9ED SO AS TO CAUSE THE LEAST NMDUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SMALL SCH£OUtE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKCNDS OR HOLIDAYS AND TRENCHES SMALL NOT BE OPEN FOR MORE THAN 48 HOURS. B. STRUCTURES. THE CONTRACTOR SMALL REMOVE SUCH EXISTINIG STRUCTURES AS MAY BE NECESSARY FOR THE PERFW#W CE OF THE WORK AND, IF REQUIRED, SWLL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CODITION AS FOND. HE SMALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WOW UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SMALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-MAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION Gr CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SMALL BE CAREFULLY REMOVED WITH THE EARTH SURROIDING THEIR ROOTS WRAPPED IN "LAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HORS. ALL 90JBBMY OR TREES DESTROYED OR DAMAGED, SMALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL WALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL OP CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES WYE BEEN BACKFILLED. THE LAWN AREA SMALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE %HALL TRACTOR-TYPE BACKHOES USED BY SITE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIM BOXES, OR OTHER TEMPORARY Supplemental Specifications (Rev 02/09/87) Page 12 1-07.11(10) CONTINUED AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SMALL BE EXECUTED BY THE BIDDER WITH HIS BID PROPOSAL ON THIS PROJECT AND WHICH COMES WITHIN THE PROVISIONS OF THE EQUAL EMPLOYMENT OPPORTUNITY REGULATIONS OF THE SECRETARY OF LABOR AS REVISED MAY 21, 15%8. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO WHETTER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS ABJECT TO THE EQUAL OPPORTUNITY CLAUSE ANC IF SO, WHETHER OR HOT HE HAS SBMITTED ALL REPORTS DUE DOER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FURNISH THE REQUIRED CERTIFICATE WILL BE DUE CAUSE FOR REJECTION OF HIS BID. IF A PROPOSAL LACKS AN EEO REPORT CERTIFICATE, AND THE CONTRACTOR WOULD OTHERWISE BE AWARDED THE CONTRACT, THE CONTRACTOR 91ALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC WORKS TO PROVIDE. THE SAME. IF THE CONTRACTL.'2 REFUSES OR FAILS WITHIN THAT TIME TO NOVIDE THE CERTIFICATE, THEN THE: PROPOSAL GUARANTEE, IN THE FORM OF BOA, PECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO :J.LET A PART OF ANY CONTRACT AND SUCH CONTRACT COMES , WITHIN THE PROVISIONS OF THE EQUAL OPPORTANIT`.' REGUATIONS OF THE SECRETARY OF LABOR, REVISED MAY 21, 1968, HE SHALL OBTAIN THIS CERTIFICATION FROM HIS PROPOSED SUBCONTRACTOR AND FORWARD IT TOGETHER WITH SUCH REQUEST, NO SUBCONTRACT WILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION f _ FROM THE SUBCONTRACTOR. FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. 1-07.13 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. IF ANY SUCH LOSS OR DAMAGE OCCURS, THE CONTRACTOR SMALL IMEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO DO SO, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON, MANE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SMALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALOE SHALL AT ALL TLES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AMC FOR HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT AND THE MET4OD OF PROSECUTING THE WORK. DURING UNFAVORABLE W_ATHER AMC OTHER CODITIONS, THE CONTRACTOR SHALL PURSUE ONLY SUCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. v , r NO PORTION OF THE WORK WHOSE SATI`TA;TORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CONDITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR ; PRECAUTIONS ACCEPTABLE TD THE ENGINEER, THE CONTRACTOR SHALL BE AH.E TO OVERCUE THEM. 1-07.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR :'3HkL BE RESPONSIBLE FOR CONTROLLING OUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS JTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SMALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NAUISAN:E. Supplemental Specifications (Rev 02/09/87) Page 11 1-07.18 CONTINUED CONTRACTOR MAY SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY, A CERTIFICATION BY THE INSURANCE COMPANY ISSUING THE POLICY THAT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND SETTING FORTH THE BASIC COVERAGE LIMITS. THE CITY MILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 UNTIL THE CONTRACTOR WAS FULLY COMPLIED WITH THIS SECTION. THIS RDEDY IS NOT EIC;LUSIVE: AND TIC CITY MAY TAKE SUCH OTHER ACTION AS IS AVAILABLE TO IT UNDER OTHER PROVISIONS OF THIS CONTRACT, OR OTHERWISE IN LAW, COVERAGE IN ITHE MINIMUM AMOUNT SET FORTH HEREIN SWAMI NOT BE C06TRUEO TO k .EVE THE CONTRACTOR FROM LIABILITY IN EXCESS OF SUCH COVERAGE. 1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO CONSTRUCTION. THE NOTICE 94ALL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS NAME AND ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME AND OFFICE AND EMERGENCY N OE NUMBERS AND THE OWNERS REPRESENTATIVES NAME AND PHONE NUMBER. THE NOTICE SHALL BE WAILED OR DELIVERED TO EACH PROPERTY USING A PLASTIC ENVELOPE TO BE HUNG ON THE DOOR HANDLE. PLASTIC ENVELOPES WILL BE SUPPLIED BY THE CITY ON REQUEST. THE CONTRACTOR SftL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMENTS, AND SODOL DISTRICTS PRIOR TO CONSTRICTION. NAMES AND ADDRESSES WILL BE FURNISED BY THE OWNER ON REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EALH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) FLAGEN, BARRICADES. AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANAAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. C(P.IES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOV1904 ENT PRINTING OFFICE, WASHINGTON, D.C., 20402. The CONTRACTOR SHALL I113LEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING 1N THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF O-ERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE WAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHHOWD_ THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REWIRED 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 CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SINS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM ULARY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.D.). IF THE CONTRACTO. SHOULD FAIL TO MAINTAIN SUF"FICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE 1HESE LIGHTS AND BARRICADES APO DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WORK SHALL BE RESTRUCTI —ED, THE ORDER OF WORK MODIFIED, 'RE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGD:NEER'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. ALL COSTS IN CONNECTION WITH THE PROTEC'ION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHMU.L BE CONSIDERED INCIDENTAL TO THE WOW INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUN PRICE ITEM "TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN THE PROJECT. -.. TRAFFIC MOVEMENT SHALL HEREIN BE DEFINED AS .'PLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHALL BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS OILY AUTHORIZED REPRESENTATIVE _ (i.e. PROJECT ENGINEER, IN93ECTOR) 45 USED THROUGHOUT THIS SPECIFICATION. THE FOLLOWING IS A SUMMARY OF RE'IlL.ATIONS THAT WILL APPLY TO TRAFFIC CONTROL 4'ERATIONS ON THIS PROJECT, BUT DOES NOT Supplemental Specifications (Rev 02/09/87) Page 14 1-07.16 CONTINUED OBSTACLES SHALL BE RFMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS BACKFILLED, IN THEIR ORIGINAL POSSfION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY V RK DONE ON EASEMENTS OR RIGHTS-OF-MAY. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLI9ED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TU CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF H¢STORATION OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF 'LV+.�. IN THE EVENT THE CONTRACTOR DOES NOT WAVE UABOR OR 94TERIAL IMEDIATELY AVAI.ABLE TU MAKE NECEE;ARY REPAIRS, THE CONTRACTOR BALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PPID BY THE CONTRACTOR. 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOP. EXISTING UNDERL.20UD FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UCOVERING 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 COPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. CALL BEFORE YOU DIG THE 48 HOUR LOCATORS 1-800-424-5555 IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO IHTERRLIPT EXISTING SURFACE DRAINAGE, SEWERS, UDERDRAINS, CODUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT ,AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 1-07.18 PUBLIC LIABILITY AND PROPERTY UAAGE INSIRANCE(REPLACENENT SECTION-FEDERAL AID CONTRACTS ONLY) THE CONTRACTOR STALL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBLIC LIABILITY AND PROPERTY OPMAGE INSURANCE WITH COPANIES OR THROUGH SOURCES APPROVED BY THEE STATE INSfW4CE COMMISSIONER PURSUANT TO TITLE 48 RCW. THE AMOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE LIMIT OF $1,030,000.00 FOR BODILY INJURY INGLUAING DEATH AND PROPERTY DAMAGE PER OCCURRENCE. CERTIFICATION BY THE CONTRACTOR THAT A POLICY WAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN EFFECT SHALL BE FORWARDED TO THE ENGINEER WITH THE SIGNED CONTRACT AS PROVIDED IN SECTION 1-03.3. AS SOON AS POSSIBLE, 3UT NOT LATER THAN THE DATC UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR -• THE INITIAL PROGRESS ESTIMATE rAYMENT TO BE PAID UNDER THIS CONTRACT PURSUANT TO SECTION 1-09.9, THE CONTRACTOR BALL FORWARD TO THE SECRETARY THE ORIGINAL POLICY OBTAINED. IF A POLICY CURRENTLY IN FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE Supplemental Specifications (Rev 02/09/87) Page 13 1-08 PROSECUTION AND PROGRESS 1-08.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AID DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PROGRESS SCHEDULE K A FORM SATISFACTORY TO THE ENGINEER, 940WING THE PROPOSED DATES OF COMMENCEMENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORN( REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT WILL BEGONE DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHILL ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON 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 DIKING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PRO.PTLY SLO41T REVISED SCHEDULES IN THE SANE FORK AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, AODU:U LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME WILL BE MADE UP, AND COWER WITH THE ENGINEER UNTIL ION APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS SEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED 9-EDULE IS FOND TO CONFLICT WITH THE CONTRACT PROVI:..ONS, IT SW.LL 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 DE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SC!EO,LE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY MADE AN OBLIGATION OF THE CONTRACT. r i 1-06.3(1) PRE-CONSTRICTION CONFERENCE (NEW SECTION) PRIOR TO THE START OF CONSTRUC"ION, THE CONTRACTLR, ENGINEER, ALL SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE- L CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A MEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PLACE AND DATE OF THESE WEEKLY MEETINGS SHALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 1-08.4 PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALT. NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMMENCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTON EXCHANGE TELEPHONE NUMBER, AND THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF- WAY. THE CONTRACTOR 94ALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION) REFI.ACE PARAGRAPH 1 WITH: THE CONTRACT TIME SHALL START WITHIN 10 DAYS FROM THE DATE OF THE LETTER NOTIFYING THE CONTRACTOR TO PROCEED. THE SPECIAL PROVISIONS WILL STATE THE CONTRACT TIME IN WORKING DAYS. A W'Otl(ING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY. A NON WORKING DAY IS DEFINED AS A SATURDAY, SUDAY OR RECOGNIZED HOLIDAY OR A DAY ON WHTCH THE CONTRACTOR IS SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION. Supplemental Speci TicatiKns (Rev 02/09/87) Page 16 1-7.23(3)CDNTINUED LIMIT OR SUPERSEDE OCHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION (FNWA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT NAY IM, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. 2. SAMPLE TRAFFIC CONTROL PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT. AT THE PRE-CONSTRUCTION CONFERENCE THE CONTRACTOR 94ALL PRESENT I'E PLAN TO BE USED ON THIS PROJECT AND DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TCP SHALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIM£ CONTRACTOR/SZ-.CONTRACTORS AND WILL BE SUBJECT TO REVIEW AID APPROVAL BY THE ENGINEER. 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS MEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE. 4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. 5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO COPLIAMCE WITH MUTCD/FHWA STANDARDS. NO WORN( SHALL BE DONE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN PLACE. 6. WORK SITE TRAFFIC CONTROL WILL BE SISJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR WILL BE REQUIRE;, TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE OR CAUSING UNDUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A STOP TO FURTHER WORT( UNTIL THE CODITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON Cf.-ACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLFJUED O DUST AND DEBRIS AT THE ENO OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR BALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY 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 CONDITIOS OF THE EASEMENTS AND RIGHT-CF- ACCESS DOCUMENTS. ,r Supplemental Specifications (Rev 02/09/87) Page 15 1-08.13 ATTENTION TO WORK (NEW SECTION THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE END THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE WORK SITE, HE SHALL AT ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO DZCUTE THE SAME, MD 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. 1-09 HEAAA04ENT AND PAYMENT 1-09.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE. A. BY TRUCK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, WEIGH-MASTEPS CERTIFICATION,AND INSPECTOR'S INITIALS. SCALE CERTIFICATION SHALL BE SUBMITTED AS EARLY IN THE PROJECT AS POSSIBLE. EACH WEIGHT STATION SHALL MAINTAIN A RECORD OF THE TRUCK NUMBER, TIME, DATE, AND WEIGHT OF ALL TRUCKS PROVIDING MATERIAL TO THE PROJECT. THE WEIGHT LIST SWILL 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 DELIVERY. B. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 1-09.3 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EXPENSES FOR ITEMS OF WORK, EQUIPMENT, OR MATERIALS, INCLUDING INSTALLATIONS, NOT IDENTIFIED AS BID ITEMS IN THESE SPECIFICATIONS SHALL BE INCIDENTAL TO THE PROJECT. NO SEPARATE PAYMENT OF ANY KIND WILL BE MADE FOR THESE INCIDENTAL ITEMS. PARTIAL PAYMENTS ON ESTIMATES MAY BE WITHHELD UNTIL A WORD PROGRESS SCHEDU..E, AS DESCRIBED IN SECTION 8, HAS BEEN RECEIVED AND APPROVEC. IN THE EVEN1 THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY: CODITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% Supplemental Specifications (Rev 02/09/87) Page 18 - 1 1-08.5 CONTINUED ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, MEMORIAL DAY, J LY 4, LABOR DAY, VETERANS DAY, THAN(SGIVING ADD THE DAY F0.LOWING, AND pAISTMAS DAY. THE DAY BEFORE CHNISTMAS BALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A HRITUESTMA OR FRIDAY. THE DAY AFTER CHRISTMAS SWILL BE A HOLIDAY MEN CHRISTMAS DAY OCCURS ON A CHRIST1AS DAY OCCURS ON A TWO PRECEDING WORKING WEDDNESD9ALL�� OBSERVED AS HHOLIDAVYS- WHEN CHtISTHAS DAY SATURDAY, THE iL5 HOLIDAYS. OCCURS ON A SIIDAY, THE TWO WORKING DAYS FOLLOWING 94ALL BE OBSERVED i! THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND IREQUIREMENTS. THE PROJECT 94ALL BE COMPLETED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. PROVIDED, HDWEVER, THAT THE CITY SMALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS I DEPARTMENT, TO EXTEND THE TIME OFCOPLEBy THE WRI OF TTEN CONSENT TO SUCH EXTENSION BYID WOW' NO EXTENSION SMALL BE VTHE SURETALID Y THE SAME BE IN WRITING AND ACCOMPANIEDWORK OR MATERIAL SMALL HOT ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF I THE WORK, SMALL RELEASE THE, L E TRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO L COMPLETE THE WORK WITHIN THE TIME REQUIRED. i1_08.9 LIQUIDATED DAMIUGES (ADDITION L ACTION) �. THE LIQUIDATED DAMAGES DO NOT ING-UDE ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, , an ARE IN BEYOND TRACT COMPLETION DATE. THE COST OF ADO I II AND ONAL INSPECTION A SUPERVIISI SUP , LEGAL EXPENSE, AND CRT COSTS INCURRED T ON SHALL AMOUNT EQUAL N TO ACTUAL SALARY COST PLUS 1000 PERCENT FOR OVERHEAD. 1-D8.11 OVERTIME WORK By OWNER EMPLOYEES (NEW SECTION) WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HORS —.R DAY OR 40 HOURS PER HOLIDAY, AND THE WORK REQUIRES 1NSPECTICH, THEN THE CONTRACTOR SHALL REIMBURSE WEEK, OR ON ANY CITY THE CITY AT THE RATE OF PER HOUR. THE CITY SHALL NAVE TMF. WE AUHMORITY IN DETERMINING THE INSPECTION,$50 SHALL MOTIry OR OF N EC ESSITY OF' HAVINGNG IHE OVERTI E STSS WILL BE DEuXCTEDr RUm MONIES OXE1 THE TCONTRACTTORINTENT ON EACHO UIRE INSPEC SAID MONTHLY ESTIMATE. 1-08.12 LGSTRACTOR'S PLANT WD EQUIPMENT (HEW SECTION) THE CONTRACTOR ALOE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND ACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO 9fFICI[HCY OF MIS APD HIS SUBCONTR MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF AN WORK ON THHE SITE (i THE _ WORK. THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT 94ALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCOROIN(ZY. NEITHER THE OWNER NORTHE RA ENGINEER RATIOISSUME �HAVE CO*ENCEDRESPONSIBILITY, UNTILTFINAL TIME, ACCEPTANCE OF THE SECURITY WOW BY THE SITE FROM THE TIME OWNER. HE CO TREK -- ENGINEER AND THE OMEN. THE CONTRACTOR SHALL EMPLOY SUCF R THE P5 LI ADDITIONAL AN FENCING, BARRICADES, AND WAT04EN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL r FENCED, SECUED T.REAS. ! Supplemental Specifications (Rev 02/09/87) Page 17 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. HALL 2. SLOPE ROUDING 3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS. A. REMOVAL OF UNSUITABLE MATERIALS. 5. REMOVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRUDED CURBS, AND OTHER SURFACE IMPROVEMENTS 2-03.3 2 ROCK CUTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AM LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED BEFORE NWY BLASTING BEGINS, THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PROVIDE INFORMATION ON HOW DRILLING, LOADING AND SHOOTING WILL BE ACCOPLISMED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTIO, WILL BE FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. 2-03.3(lA)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) WHEN 94OWN ON THE PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL CROWD SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST OF PEAT, MUCK, SWAMPY OR UNSUr-A- _F MATERIALS, INCLUDING BURIED LOGS AND STUDS. THE MATERIAL SHALL BE EXCAVATED BY THE CONTkoj(YR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBARKMENT - FULL BEARING ON SO_ID GROUND. MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANCE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE FOUDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCO PLIS4ED BY DRAGLINE OPERATION OR BY SPECIAL EXCAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH CASE MEASUREMENT AND PAYMENT AS "UNSUITABLE FOUNDATION EXCAVATION" ON A PER CUBIC YARD BASIS WILL APPLY. 2-03.3(14)F DISPLACEMENT OF UNSUITABLE FOUDATION MATERIALS - DELETE 2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION ADD TO ITEM 1. AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AD UNSUITABLE FOUNDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT THE POINT OF LOADING. THE CONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET SHALL HAVE THE TRUCK NUMBER, MANE AD DATE, AND BE APPROVED BY THE ENGINEER. 2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ..- ADD TO BEGINNING OF PARAGRAPH 1: "ALL MATERIAL WITS COVERED IN THIS SECTION SHALL INCLUDE THE HAUL TO AND FROM THE JOB SITE AS PART OF THEIR WIT PRICE. " Supplemental Specifications -- (Rev 02/09/87) Page 20 DIVISION 2 EARTH OFK 2-01 CLEARING, OIAUBBING, AND ROADSIDE CLEANUP 2-01.2 DISPOSAL OF USABLE MATERIAL k "IS (PARTIAL REPLACEMENT SECTION) DELETE: "THE CONTRACTOR SMALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW." ADD: •THE CONTRACTOR SMALL COMPLY WITH ALL LAWS aND RULES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS." 2-01.2(1) DISPOSAL METHOD N0. 1 - OPEN BURNING - OELETE 2-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BIRMING - METE 2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE 2-01.2(4) DISPOSAL METHOD NO. 4 LAND FILLS (ADDITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SAVAGED BY THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY. 2-01.3(4) ROADSIDE CLEANUP - DELETE 2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DE;.ETE ITEM 4 2-02 RD40YAL OF STRUCTURES AND OBSTRUCTIONS f 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS ADO: 5. WHEN AN AREA WHERE PAVEMENT HAS BEEN REMOVED IS TO BE OPENED TO TRAFFIC BEFORE PAVEMENT PATCHING HAS BEEN FINISHED, TEMPORARY MC COLD MIX ASPHALT CONCRETE PATCH SHALL BE REQUIRED. TEMPORARY COLD MIX PATCHING SWILL BE PLACED TO A MRXIMaMM DEPTH OF 1 INCH IMMEDIATELY AFTER BACXFILLING AND COPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC. 2-02.5 PAYMENT (SIPPLEMENTAL SECTION) } ADD: 2. •SAW CUTTING," PER LINEAL FOOT. 3. "COLD MIX MC ASPHALT,PER TON. ALL COSTS RELATED TO THE REMOVAL OF STRUCTURES AND OBSTRUCTIONS INCLUDING SAW CUTTING AND COLD MIX ASPHALT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUTEO IN THE UNIT CONTRACT PRICE OF OTHER BID ' ITEMS UMIESS DESIGNATED AS A SPECIFIC BID ITEM. 8gW~tal Specifications (Rev 02/09/87) Page 19 r 2-09.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SUCTION REPLACE THE SECOND AND THIRD PARAGRAPHS WITH: THE WIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B 94ALL INCLUDE ALL COSTS FOR LOADING AND HAULING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) MINIMUM TRENCH WIDTH FOR PAYMENT SHALL BE 1 FOOT. HORIZONTAL LIMP. FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, STRUCTURAL PLATE PIPE, AND UNDERPASS SHALL BE 1.5 FEET. LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION MUST BE MADE BELOW GUIDE. DELETE THE LAST TWO PARAGRAPHS. 2-09.5 PAYMENT (REPLACEMEN' SECTION) WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD. 2. "STRUCTURE EXCAVATION CLASS B,"PER CUBIC YARD. THE WIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PIPING INCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLUMS, THE WIT PRICE PER CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SMALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BROW THE REQUIRRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS EXPENSE BALL REPLACE SUCH MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER APPROVES. WHEN "STRICTURE EXCAVATION CLASS B" IS NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION,AND ALL HAUL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REQUIRCD TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CU. --RT OR CONDUIT AND NO ADDITIONAL PAYMENT SHALL BE MADE. 5. "SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A.....," LUMP SM' THE LUMP SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, HATERIALS, TOOLS, AND EQUIPMENT NEEDED TO BUILD, OEWATER, PLACE RIPRAP TO PREVENT SCOUR, AND REMOVE THE SHORING, CRIBS, COFFERDAMS OR CAISSONS. IF THE ENGINEER REQUIRES SHORING, CRIBS, COFFERDAMS, OR CAISSONS WHEN THE CONTRACT PROVIDES No BID ITEM FOR SUCH WORK, THE OWNER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE CONTRACTOR TO BUILD SHHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SUM PRICE AMD NO MORE WHEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE MEET. FOR DEPTHS GREATER THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN - SECTION 1-D4.4. 6. "GRAVEL BACKFILL(WIND)." PER TON. THE WIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED 94ALL PE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT ISEU. Supplemental Specifications (Rev 02/09/87) Page 22 2-03.5 CMI INUED REPLACE PARAGRAPH 1 ITEM 1 WITH: "WHEN THE ENGINEER ORDERS EXCAVATIL 2 FEET OR LESS BELOW SUBGRADE, UNIT CONTRACT PRICES FOR :70AOWAY EXCAVATION AND HAUL SMALL APPLY. IF ME ORDERS EXCAVATION MORE THAN 2 FEET BELOW SIBCCRADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2- 03.5(3) UNSUITABLE FOUNDATION EXCAVATION." .- REPLACE TEXT OF ITEM 3 WITH: 'UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD. WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HILL. WEN NO 810 ITEM FOR "UNSUITABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT ION ITEM FOR FOUNDATION MATERIAL CLASS A OR CLASS 8 APPEARS IN THE SCHEDULE OF PRICES, THE j PAYMENT SUALL BE AS SET FORTH IN SECTION 2-09.5.7. WHEN NEITHER OF THE ABOVE ITENS IS PROVIDED IN THE CONTRACT SUCH WOPo( AS MAY BE ORDERED BY THE ENGTPFER SHALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1- 04.4. y„ REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOR EMBAN04ENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED." 2-04 HAUL 2-04.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR THE HAULING OF MATERIAL TO, FROM OR ON THE 008 SITE SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER LITS OF WORK. 2-05 SLOPE TREATMENT 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT STALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK. [tj[ ' 2-09 STRUCTURE EXCAVATION [ 2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION) tt` THIS WORK ALSO INCLUDES THE EXCAVATION , HALL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AWL' STUMPS. 2-09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: GRAVEL BAC FILL FOR FOUNDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRu%M MATERIAL MEETING U- THE REQUIREMENTS OF SECTION 9-30.78 FOR GRADATION AND QUALITY. LSupplemental Specifications (Rev 02/09/87) Page 21 i L DIVISIO+ 5 SURFACE 1CATMENTS AND PAVEMENTS 5-04 09%k r CONCRETE PAVEM LNT 5-04.5 yAYPiLMT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 10 "DRIVE MAY ASPHALT" WITH. 10. "MISCELLANEOOS AND/OR DRIVE MAY ASPHALT," PER TON. ALL COST FOR THE ITEN 12 CRACK SEALING, 13 TEMPORARY STRIPING, f 14 REMOVING TEMPORARY STRIPING SHALL BE CONSIDERED INCIDFNTAL TO AND INCLUDED IN THE WIT CONTRACT PRICE OF OTHER WITS OF WORK.- 5-05 CEMENT CONCRETE PAVEMENT r 5-05.03(18) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL SECTION) L CONCRETE FOR DRIVEWAYS SMALL BE CLASS A(3/4) AS .SPECIFIED IN SECTION 6-02.3(2). 5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) L' REPLACE ITEM 7 WITH: r 7."CEMENT CONCRETE DRIVEWAY", PER SQUARE YARD 4.. V (r t4 i ' r w: Supplemental Specifications (Rev 02/09/87) Page 24 �, 2-09.5 COP;'INUED 64LESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AND BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL REFER TO GRAVEL BASE CLASS B AS DEFINED IN SECTION 9-3.10 OF THE SUPPLEMENTAL SPECIFICATIONS. 7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON. IF EXCAVATION BELLOW THE ELEVATION 510jN ON THE PLANS TO REMOVE UNSTABLE, OR UNUSABLE, OR UNSUITABLE MATERIAL IS REQUIRED By THE DMGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUDATION MATERIAL CLASS A OR CLASS B SHALL BE PAID IN THE BID ITEM "FONDATION MATERIAL CLASS A OR CLASS B"(SECTION 9-03.12(1)), PER TON AND NO ADDITIONAL PAYMENT SHALL : BE MADE. 2-11 TRIMMING AND CLEANUP 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION ADO TO PARAGRAPH 1: 7. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, AND OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING. 8. THIN TREES OR ERUSH AS REQUIRED BY THE ENGINEER. 9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND, 10. SHAPE THE SrDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE. 11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SURRnNLINGS. I L Supplvental Specifications (hV 02/09/87) Page 23 �'i 6-11.3 CONTINUED SETTING A COURSE OF ROCK, ALL VOIDS BETWEEN THE ROCKS 94XL BE CHINKED ON THE BACK WITH Q,IARRY ROCK TO ELIMINATE ANY VOID SUFFICIENT TO PASS A 2 INCH SQUARE PROBE. 6-11.3.1 ROCKERY BACKFILL THE WALL BADTILL SHALL CONSIST OF 1-1/2 INCH MINUS M&ED ROCK OR GRAVEL CONFORMING TO SECTION 9- 03.9(3). THIS MATERIAL WILL BE PLACED TO AN 8 :NCW MINIMUM THICKNESS SETWEc: THE ENTIRE WALL 40 THE CUT OR FILL MATERIAL. THE BAOTILL MAIZRI.AL ►TLL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INCHES BELOW THE COURSE OF R0.'KS PLACED. THE SAOffILL WILL BE PLACED AFTER EACH CMlRSE OF ROCKS. ANY BACKFIIL MATERIAL ON THE SWING SURFACE OF THE ROCK COURSE WILL BE REMOVED BEFORE SETTING THE NEXT COURSE. 6-11.3.2 DRAIN PIPE A 4 INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN BEHIND THE ROCKERIES AS SHOWN IN THE STANDARD PLANS, A"D CONNECTED TO THE STORM ORAINAGE SYSTEM WHERE SHOWN. 6-11.3.3 REJECTION OF MATERIAL THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT ANY OEFECTiVE MATERIAL AND TO SUSPEND ANY WORK THAT IS BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE .AND ANY REJECTED WORK 94ALL BE REPAIRED OR REPLACED A- NC ADDITIONAL COST TO THE OWNER. 6-11.4 MEASUREMENT MEASUREMENT OF THE FINISED ROCK WALL FOR PAYMENT WILL HE MADE FROM THE FOOTING GRADE TO THE TOP OF THE WALL AND ROUNDED TO THE NEAREST SQUARE YARD. 6-11.5 PAYMENT PAYMENT WILL BE MADE UNDER THE ITEM "ROCK RETAINING WALL", PER SQUARE YAF^. THE UNIT PRICE PER SQUARE YARD 9iALL BE FULL COMPENSATION FOR THE ROCKERY/ROCK RETAINING WALL IN PLACE AND SHALL INCLUDE ALL WC'v(, MATERIALS, AND EQUIPMENT REWIRED TO COMPLETE THE INSTALLATION. Supplemental Specifications (Rev 02/09/87) Page 26 DIVISION 6 STRUCTURES 6-11 ROCKERIES (NEW SECTION) 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF 04ATERIALS ENCOUNTERED, INCLUDES THE EXCAVATION AND SHIAPINIG OF THE CUT OR FILL SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROCK RETAINING WALL UFERE -9 0W ON THE PLANS OR Y.HERE DIRECTED BY THE ENGINEER. 6-11.2 MATERIALS ROCK WALLS SHALL BE FORMED OF LARGER PIECES OF WWMIED BASALT, ANDESITE OR OTHER IWOUHS ROCK. INDIVIDUAL PIECES OF ROCK SWILL BE SDUD NO RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES WEIGHING 50 TO 150 GRAMS AND TESTED FOR SOUNDNESS WITH SODIUM SULFATE IN ACCORDANCE WITH AASHTO TIOA, THE LOSS THROUGH A ONE-INCH SIEVE AFTER 6 CYCLES SHALL NOT EXCEED 35% BY WEIGHT. THE ROCK MATERIAL 9 L BE AS NEARLY RECTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIML14 AMOUNT OF VOID SPACE BETWEEN THE BLOCKS, NO STONE SHALL BE USED WHICH DOES NOT EXTEND THROGH THE WALL. THE ROCK MATERIAL BALL BE HARD, SOUND, DURABLE Aft FREE FROM WEATHERED PORTIONS, SEAMS, CRACKS AND OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMUM OF 160 POURS PER CUBIC FOOT. THE SOURCE OF SUPPLY AND REPRESENTATIVE SAMPLES OF THE MATERIAL SHALL BE APPROVED BY THE ENGINEER BEFORE DELIVERY TO THE SITE. THE ROCK WALLS 91ALL BE CONSTRUCTED OF ONE-MAN ROCKS, (85 TO 300 POUNDS) EACH 10" IN ITS LEAST DIMENSION; TWO-MAN ROCKS, (300 TO 600 POUNDS) EACH 13" IN ITS LEAST DIMENSION; THREE-MAN ROCKS (800 TO 1,200 POUNDS) EACH 16" IN ITS LEAST DIMENSION; FOUR-MAW ROCKS (1,500 TO 2,200 POURS) EACH 18" IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FOUR-MAN ROCKS SHALL ONLY BL USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET IN HEIGHT. 6-11.3 (CONSTRUCTION REQUIREMENTS) THE ROCK UNLOADING AT THE SITE WILL BE DONE IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE RANGES INDICATED IN THE PRECEDING PARAGRAPH. THE WALLS SHALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW SUBD%AOE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISHiN,C GROUND LEVEL IN EMBANi04ENT SECTIONS. AREAS ON WHICH THE ROCKERY IS TO BE PLACID SMALL BE TRIMED N0 DRESSED TO CONFORM TO THE ELEVATION OR SLOPE INDICATED. THE ROCK WALL CONSTRUCTION 94ALL START AS SOON AS POSSIBLE UPON THE COMPLETTON OF THE CUT OR FILL SECTION. ROC( SELECTION ANC PLACEMENT SHALL BE SUCH THAT THERE WILL BE NO OPEN VOIDS IN THE EXPOSED FACE IF THE WALL OVER 6 INCHE_ ]CROSS IN ANY DIRECIION. THE ROCKY SHALL BE PLACED AND KEYED TOGETHER M1IH A ".MUM OF VOIDS. PARTICULAR ATTENTION 94ALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE FINAL COURSE OF ALL ROCKERIES. THE FINAL COURSE SHALL HAVE A CONTINUOUS APPEARANCE AMC) BE RACED TO MINIMIZE EROSION OF THE ;BACKFILL MATERIAL. THE LAR(x? nC,-KS SHALU BE PLACED AT THE BASE OF THE ROCKERY SO THAT THE WALL WILL BE STABLE AND HAVE A STAE'_E APPEAFW%CE. THE ROCKS SHALL BE CAREFULLY PLACED BY MECHANICAL EQUIPMENT AND IN A MANNER SUCH THAT A4E LONGITUDINAL AXIS IF THE ROCK SHALL BE AT RIGHT ANGLES OR PERPENDICULAR TO THE ROCKERY FACE. THE ROCKS SHALL HAVE ALL INCLINING FACES „ SLOPIW TO THE BAD( OF THE ROCKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE ON THE ROC( BELOW IN SUCH A MANNER THAT MERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER Suppl-mmntal Specifications (Rev 02/09/87) Page 25 I - M 7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTjON) DELETE ITEMS 11, 12 and 13 REPLACE LAST PARAGRAPH WITH: THE UNIT CONTRACT PRICE FOR GRAVEL BACKFILL FOR FOUNDATIONS CLASS A OR CLASS B SHALL BE PAID IN ACCORDANCE WITH SECTION 2-09. 74A STOW SEWER 7-04.2 MATERIALS (SUPPLEMENTAL SECTION) ADO: PVC SEWER PIPE ........................ 9-05.12 7-04,3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) _. ADD: PIPE 8001% FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT 94ALL. BE PLACED TO A DEPTH OF 6" OVER AND 6" UNDER THE EXTERIOR WALLS OF THE PIPE. ... 7-04.3(2)A SURVEY LINE AND GRADE (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1: WITH: SURVEY LINE AND GRADE WILL HE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MNMER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04,3(3) BACKFILLING STORM SEWER TRENCHES (SUPPLEMENTAL SECTION) v ADD'TO PARAGRAPH 3: PVC PIPE SHALL BE BEDDED AND BACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)6 PRIOR TO BACo FILLING T:, rEMAINOER OF THE TRENCH. ADD: MEASUREMENT OF BAN( RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY TFT CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- (19.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURFO AS STRUCTURE EXCAVATION CLASS B OR STRUCTURE EXCAVATION CLASS B INCLUDING MAUL, AS SPECIFIED IN SECTION 2.09. 7-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) - DELETE ITEMS 1 THROUGH 8 AN) REPLACE WITH: 1. " _" Storm Sewer olpe, per L.F. Concrete 2. Crete Class C, per C.Y. WHEN NO BID ITEM "GRAVEL BAC FILL FOR PIPE BEDDING" " INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING, AS SHOWN IN THE STANDARD PLANS, SHALL BE CO,�IOERED INCIDENTAL TO THE PIPE AND NO ADDITIOAL PAYMENT SHALL BE MADE. REPLACE PARAGRAPH 3 WITH: TESTING OF STOW SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICES FOR OTHER ITEMS. SNpplemental Specifications (Rev 02/09/87) Page 28 DIVISION 7 _ DRAINMF STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND COOUITS 7-01 DRAINS R 7_01.4 MEASUREMENT (ADDITIONAL SECTION) ADO TO PARAGRAPH 2: "MEN THE CONTRACT DOES NOT INCLUDE 'STRUCTURE EXCAVATION CLASS S' AND 'STRUCTURE EXCAVATION CLASS 8 INCLUDING HAUL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMSS SMALL BE INCLUDED IN OTHER CONTRACT PAY ITEMS." f 7-02 CULVERTS tt{ 7-02.2 MATERIALS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: PVC PIPE ...................... 945.12 PVC PIPE: WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERRED TO IN SECTION 7-02 IT SHALL BE UNDERSTOOD THAT REFERENCE IS ALSO WIDE TO PVC. 7-02.3(1)C PLACING PVC PIPE (ADDITIONAL SECTION) IN THE TRENCH, PREPARED AS SPECIFIED IN SECTION 7-02.3(1) PVC PIPE SHALL NE LAID BEGINNING AT THE LOWER END, WITH THE BELL END UPGRADE. PEA GRA%-L WILL BE USED AS THE BEDDING MATERIAL AND EXTEND -- FROM 6" BELOW THE BOTTOM OF THE PIPE TO 6" ABOVE THE TOP OF THE PIPE. WHEN IT IS NECESSARY TO CONNECT TO A STRUCTURE WITH A MUDDED 30INT A RIBBER GASKETED CONCRETE COLLAR WILL BE USED AT THE POINT OF CONNECTION. 7-02.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS I THROUGH 20 AND REPLACE WITH: 1. " Storm drain pipe per L.F. 2. "�^ x ^ " Corrugated Steel Arch Pipe per L.F. 3. "—_" z "_" Corrugated Aluminum Arch Pipe per L.F. 4. "Concrete class C" per C.Y. 5. " Otaaeter Flared End Section Per Ea. DELETE PARAGRAPHS 5 6 7 -• 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND LMDERPPASS 7-03.4 MEASUREMENT (PARTIAL RE°LACEMENT SECTION) Paragreph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2-09.5" L I Supplementa ,pecificatlons (Rev 02/09/87) Page 27 7-05.3(1) CONTINED THE INSIDE OF THE INLETS SMALL BE MORTARED AND PLASTERED. MONUMENTS AND CAST IRON FRAME AND COVER: MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO GRADE IN THE SAFE K49ER AS FOR MANHOLES. VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SAFE MMfER AS FOR MANHOLES. 7-05.3(2) CONNECTION TO EXISTING LINE, CATCH BASIN, CURB INLET OR MANGLE (FEW SECTION) MERE 940WN ON THE PLANS, NEW DRAIN PIPES SHALL BE CONNECTED TO EXISTING LINE, CATCH BASIN, CURB INLETS AND/OR MANHOLES. THE CONTRACTOR SHALL BE REQUIRED TO CORE DRILL INTO THE STRUCTURE, SHAPE THE NEW PIPE TO FIT AND NEGROUT THE OPENING IN A WOR04ANLIPE MANNER. WHERE DIRECTED BY THE ENGINEER OR MERE SHOWN 1N THE PLANS, ADDITIONAL STRUCTURE CHANNELING WILL BE REQUIRED. A "CONNECTION TO EXISTING" ITEM WILL BE ALLOWED AT ANY CONNECTION OF A NEW LINE TO AN EXISTING STRUCTURE, OR THE CONECTION GF AN EXISTING LINE TO A NEW STRUCTURE. NO "CONNECTION TO EXISTING" WILL BE ACCEPTED AT LOCATION OF NEW INSTALLATION, RELOCATION AND ADJUSTMENT OF LIRE MANGLES, CATCH BASINS OR CURB INLETS. THE UNIT BID PRICE PER EACH SHILL BE FULL COMPENSATION JR ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED. 7-05.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH ). WIGH: MANHOLES AND CATCH BASINS WILL BE MEASURED PER EACH FOR THE FIRST 10' AS MEASURED FROM FINISHED RIM ELEVATION TO THE INVERT OF THE LOWEST OUTLET PIPE. ALL DEPTH GREATER THAN 10, WILL BL PAID AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE , "; PER VERTICAL FOOT . REPLACE PARAGRAPH 4: WITH: .4 STRUCTURE EXCAVATIO.N CLASS 8 AND STNUCTURE EXCAVATION CLASS 8, INCLUDING HAUL WILL BE MEASURED AS SPECIFIED IN SECTION 2, 09. 1-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) METE ITEMS 1 THROUGH 10 ANG REPLACE WITH: -- 1. "Standard Manholes_", Per each 2. "Extra Depth Manholes_", per V.F. e,3. "Catch Basin Typ ,", per each 4. "Catch Basin Type ,_", without catch, per each 5. "Extra Depth Catch Basin`", per V.F. 6. "Adjust Manhole", per each 7. "Adjust Catch basin", per each 6. "Adjust Valves', per each 9. "Adjust Monuments", per each 10. 'Connection to Existing", per each _ DELETE PARAGRAPH 4 Supplemental Specifications (Rev 02/09/87) Page 30 I 7-05 MANHOLES, GRATE INLETS, DROP INLETS, AD CATCH BASINS 7-05.3(1) AD.AISTING MANHOLE$ AND CATCH BASINS TO GRADE (SUPPLEMENTAL SECTION) ADD: STRUCTURES IN IN SHEAVED STREETS: MANHOLES, CATCH SINS AND TED TO AOPOINNTT APPROXIMATELY EEIIGHT INCHES BELOW THEN TH SjBGR.D ROCK OR E ED W TH A BE ORNSTRUC SUBGiI�JE AND COVERED WITH A TEMPORARY MOOD COVER. E%IST- .O MANHOLES 9YLL BE CUT OFF AND COVERED IN A SIMILAR MAFF.R. THE CONTRACTOR 94ALL CAREFULLY REFERENCE EACH MANHOLE SD THAT THEY WAY BE EASILY FOUND UPON CpELETION OF THE STREET WORK. AFTER PLACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MANHOLES AND MANHOLE CASTINGS SHALL BE CONSTRUCTED TD THE FINISHED ERAAE�T THE ROADWAY SURFACE.THE MANHOLE AND BE HELD TUVATHEQMINI" ARE NECESSAR NECESSARY FOR Y AT MANHOLES ET ON TO OF THESHA MANHOLE THE COMPLETION ff THE MANHOLE AIHJUSiIENIT, THE VOID AROUND THE MANHOLE 94ALL NG BACHCFILLED WITH MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND RE THOROUCE TREATMENT IS TO BE SHALL BCE INSTALLLEED FROM INCH BITUMINOUS ONE INCHAH10ER THAN THE ROADWAYLACED, THE SURFACE, ASTH MANHOLE ENGINEER CASTINGS NEER MAY DIRECT. IN CEMENT CONCRET E PAVDEHi: MANHOLES, CATCH BASINS AND SIMILw ..3E5 SHALL BE CONSTRUCTED AHD ADJUSTED IN TFE SAE MANNER RS WTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SMALL BE MADE AND CAST IRON FR:�ME BE SET AFTER FORMS HAVE BEEN PLACED AND CHEC(ED. IN PLACING THE CONCRETE PAVEMENT, EXTREME CARE 94ALL BE TAKEN — TO ALTER THE POSITION OF THE CASTING IN ANY MAY. Iti ASPHALT CONCRETE PAIEMENT: 4ANHOLES SHALL NOT ;E k)JUSTED UNTIL THE PAVEMENT IS COMPLETE[. AT WHICH TIME THE CENTER OF EACH MANHOLE SHALL BE CAR'FULLY RELOCATED FROM REFEPENCES PREVIOUSLY LSIABLI9ED BY THE CONTRACTOR, THE PA\]ET�T 9ULL.L BE WT IN A RESTRICTED AREA AND PBASE MATERIA.ROPER GRADE UBTILILREMOVED To PEF441T HE SAME METHODSVAL OF THE 'uVER. r.iE OF CONSTRUCTION AS FOR TTHHHE�MANDLEL THEN ITSELF. BROUGHT TO THE CAST IRO! FRAME 94ALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED GRADE. TAE ASPHALT CONCRETE PAVEMENT SHALL BE CUT AND REMOVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH SHALL BE EQUAL Tn THE OUTSIDE DIAETER OF THE CAST IRON FRAME PLUS TWO FEET. THE BASE MATERIALS AW CRUSHED ROCK SHALL ND REMOVED AND CLASS 8(3/4) CONCRETE SHALL BE PLACED SO THAT THE ENTIRE VOLUME OF THE EXCAVATION IS REPLACED UP TO WITHIN BUT NOT TO EXCEED 1 1/2 INCHES OF THE FINI94ED PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE, THE EDGE OF THE ASPHALT CONCRETE PAVEMENT, AND THE OUTER EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ASPHALT CONCRETE 94ALL THEN BE PLACED AND COMPACTED WITH HAW TAMPERS AND A PATCHING ROLLER. AS ASPHALT CONCRETE PAVEMENT, O PAYING A CONCRETE WILL CLASS MG ASPHALT PER HE COPLETEATCHSHAL MAT EXISTING pAVEDSUFACE FORTEXTURE DENSITY, AND UNIFORMITY OF (7IADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVDAENT SHALL THEN BE CAREFULLY PAINTED WITH HOT ASPMULT CEMENT OR ASPHALT EMULSION AND SHALL BE IMEDIATELY COVERED WITH DRY PAVING SAD BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SHALL BE THOROUGHLY MORTARED AND PLASTERED. ADJUSTMENT OF INLETS: THE FINAL ALIGNMENT AND GRADE OF CAST IRON FRANCS FOR NEW AND OLD INLETS WILL HE ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE TO BE ADJUSTED 1U CJRADE FINAL ADJUSTMENT OF THE TOP OF THE INLET WILL BE PERFORMED IN SIMILAR MANNER TO THE ABOVE FOR ON A-SPRAL.T CONCRETE M E CCASST. PAYING CURB GUTTER IRON FRAMEHDT 04BEDDED T IN THE GUTTER SECTIONING 9HAL— SECTION, BE EMBEDDED BEPORTION IN C DMTE ALSO. THE CONCRETE SHALL EXTEND A MINIMUM OF SIX INCHES BEYOND THE EDGE OF THE CASTING AND SHALL BE LEFT 1 1/2 INCHES BELOW THE TOP OF THE FRAME 50 THAT THE WEARING COURSE OF ASPHALT CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAV0ENT AND EDGE OF —' THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE 94ALL BE CONSTRUCTED IN THE SATE MAKER AND OF THE SAE MATERIAL AS THAT REWIRED FOR NEW INLETS. _ Supplementsl Specifications (Rev 02/09/87) Page 29 7-11.3(09)A CONECTION TO EXISTING MAINS (REPLACEMENT SECTION WHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE BY CITY FORCES AS PROVIDED BELOW: CONTRACTOR INSTALLED CONNECTIONS: CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AMO LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. EXISTING WATER MAINS SHALL BE CUT BY THE CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE PORTIONS OF PIPE TO PROVIDE FOR THE INSTALLATION OF 1HE REQUIRED FITTINGS AT THE POINTS OF CONECTION. ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO RE?IAIN IN- SERVICE STALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR 94ALL DETERMINE THE EXACT LENGTH OF EXISTING WATER MAIN THAT w KT BE REMOVED. THE PIPE ENDS SHALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SHALL BE CL'-AED TO A SOUND, SMOOTH FINISH BEF;NE INSTALLATION OF THE COUPLING. TRANSITION COUPLINGS SHALL BE INSTALLED BY THE CONTRACTOR AND SHALL BE PROVIDED WITH A PLASTIC FILM WRAP. THE PLASTIC FILM WRAP SHALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, AND COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE COUPLINGS ARE INSTALLED SHILL BE WRAPPED A MINIMUM OF 3 FEET ON EACH SIDE OF THE COUPLING. ALL JOINTS OR SEAMS IN THE PLASTIC FILM WRAP SHALL BE MADE USING THE 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. THE PLASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR COUPLING SHALL BE EXPOSED TO THE BALI6ILL. CARE SHALL BE EXERCISED DURING BACKFILLING TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION SHALL CONFORM TO AWWA 0105 EXCEPT AS MODIFIED HEREIN. a. WHEN WORK IS ONCE STARTED ON A CONECTION, IT 9IALL PROCEED CONTINUOUSLY WITHOUT INTERRUPTION, , AND AS RAPIDLY AS POSSIBLE UNTIL COMPLETED. NO SHUT-OFF OF MAINS WILL BE PERMITTED OVERNIGHT OR OVER WEEKENDS OR ON HOLIDAYS. •^ IF THE CONNECTION TO THE EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SHALL BE RESPKWHSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUT-OFF. THE ENGINEER WILL ADVISE ,r WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. THE CONTRACTOR MAY 13E REQUIRED TO PERFORM THE CONECTION DURING TIMES OTHER THAN NORMAL WORKING HOURS. THE CONTRACTOR SHILL NOT OPERATE ANY VALVES ON THE EXISTING SYSTEM. WATER SYSTEM PERSONNEL WILL OPERATE ALL VALVES ON THE EXISTING SYSTEM FOR THE CONTRACTOR WHEN REQUIRED. NO WORK SHALL BE PERFORMED ON THE CONNECTIONS UNLESS A REPRESENTATIVE UR THE WATER DEPARTMENT .� IS PRESENT TO INSPECT THE WORK. THE TYPES OF CONNECTIONS ARE VARIED AND SUGGESTED PIPING ARRANGEMENTS HAVE BEEN SHOWN IN THE _ PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL NOT BE PENETRATED UNLESS THE CONECTIOG POINT IS DIRECTLY UNDER IT. FOR CONNECTION BY ANY OTHER METHOD, THE CONTRACTOR SHALL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO WEFJKS PRIOR TO THE EXPECTED CONSTRUCTION. — CITY INSTALLED CONNECTIONS: CONECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST _ VERIFY ALL EXISTING PIPING, DIMENZIONS, AND ELEVATIONS TO ASSURE PROPER FIT. CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS •<ITH THE GNGINEL'R IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERTALS, EQUIPMENT AND _AdOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. Supplemental Sped llcatlKns - (Rev 02/09/87) Page 32 ' 7-09 PIPE AND FITTINGS FOR WATER MAINS ' 7-D9.2 MATERIALS (PARTIAL REPLACEMENT REPLACE PARAGRAPH 1 WITH: MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: [ ...... 9-30.1 Pipe ............................. .......... ............ 9-30.11% OLX-tile Iran P1Pe ................ 9-30.2 Ductile Iron ........ 9-3O.2A Ductile Iron Pipe 9-30.8 Plastic Film Wrap ................ Tracer Tape 9-30.9 ...................... 7-10 TRENCH EXCAVATION, BEDDING, AND 840CF'LL FOR WATER MAINS r ` 7 10 3(07)B EXTRA EXCAVATION (PARTIALREPLACEMENT SECTION) r r I REPLACE PARAGRAPH 4 WITH: MEASUREMENT OF "BMA( RUN GRAVEL FOR TRENCH BAOTILL" WILL BE BY THE TUN• 7-10.4(04) RAN( RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) ACCORDANCE WITH SECTION 1- MEASUUOAE7�T BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN -09.4 USING A 09.1, OR BY THE CALCULATION OF TEAT LINES BASEDNMAXI� TRENCH WIDTH PER SECTION 2 CONVERSION FACTOR OF 1.5 TONS PER. CUBIC YARD, . 7-10 5(02) REMOVAL AND REPLACEMEESS NT OF :XTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) - DELETE 7-10.5(_ 03�SAL AND RET•ACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT�CTION) REPLACE PARAGRAPH 1 WITH: TO PAYMENT FOR "REMOVAL AND REPLACEMENT OFUNS MILL E KATFEIAL" WILL EE CONSIDERED INCIDENTAL OTHER BID ITEMS AND NO FURTHER COMPENSATION 7-10.5(04) BANK RUN GRAVEL FOE TRENLH BACKFILL (PARTIAL REPLACEPEN,��1 REPLACE PARAGRAPH 1 WITH: PAYMENT WILL BE MADE AT THE UNIT rONTRACT PRICE PER TON FOR "BMA( RlIN GRAVEL FOR TRENCH PLACI BAC,(FILL" WHICH PRICE SHALL BE FULL RENCH.SA^I 30 I��DFOR V IN THE I�I TFE UNIT —MIACT PRICE,IS THEE AND CO PkCTING THE MATERIAL IE TIAL EXCAVATED FROM THE TRENCH- WASTING OF EXCESS AND UIUSABL .. 7-10.5(05) FOUNDATION MATERIAL (ADDITIONAL SECTION) OR ION PAYMENT WIL FILL L BE MADE AT THE LIN EXCAVATING PlID DISPOSINGOF1H£IT CONTRACT PRICE PER TON FUISUITABLETMATERIALRAND"REPLLACING ICE WITH THE APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.78(1) 7-11 PIPE INSTALLE.TIDN FOR WATER MAINS MM 3CNVU) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SRPPLE}ENTAL SECTION) THE PNILYETHYLENE F'CASFMEN T SVLL.L ALSO BE INST. Am ON ALL APRIFTE.MANCES, SUCH AS PIPE LATERALS, -5 OF ANSI 21.5 OR gWNA COUPLINGS, FITTINGS, AND VIUL`COUPLINGS, 5, IN ACCORDANCE WITH SECTION 4 Sy,plemental Specifications (Rev 02/09/87) Page 31 7-11.3(11) CONTINUFD INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, 1HE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REWIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINL^FS AS DIRECTED BY THE OWNER, AND THETA PUP THE WAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED 94ALL BE OBSERVED TO OETECT ANY VISIBLE _EAKAGE. A CLEAN CONTAINER SMALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEINNG TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 5O MC./L. THE QUANTITY OF WATER REWIRED TO RESTORE THE INITIAL WONROSTATIC PRESSURE SMALL BE ACCURATELY DETERMINED BY EITHER 1) PIPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY RIDING r4MUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER EYOLUTI7N. THE METER SHALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN SMALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN THE FOLLOWING TABLE. 2. THE LOSS IN PRESSURE SHALL NOT EXCEED 1 PSI PER MINUTE DURING THE TEST PERIOD. ALLOWABLE LEAKAGE PER 1000 F-. OF PIPELINE" - GPH NOminal Pipe Diameter* - Inches PSI 6" 8" 10" _ 12" 16" 20" 24" ` 450 0.95 1.27 1.59 1.91 2.55 3.18 3.82 400 0.90 1.20 1.50 1.80 2.40 3.00 3.60 350 0.84 1.12 1.40 1.69 2.25 2.81 3.37 275 0.75 1.00 1.24 1.49 1.99 2.49 2.99 250 0.71 0.95 1.19 1.42 1.90 2.37 2.85 225 0.68 0.90 1.13 1.35 1.80 2.25 2.70 200 0.64 0.85 1.06 1.28 1.70 2.12 2.55 •IF THE PIPELINE DOER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE W THE SUM OF THE COWPrEO 'LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OP. PRESSURES NOT LISTED BY THE FORMA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. 7-11.3(12) DECHLORINATION (SUPPLEMENTAL SECTION) DECH_ORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOW-MSHED IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY, 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AGO HORIZONTAL OR VERTICAL ANGLE POINTS. CONiO0I TO THE CITY OF RENTOR STAW�RD DETAILS FOR GENERAL BLOCKING, DEAD-MAN BLOCKING, AND W VERTICAL BLOCKS HEREIN. ALL FITTINx;S TO BE BLOO(ED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SALT. NOT BE POURED AROUND JOINTS. TPE FORMS SHALL BE STRIPPED PRIOR TO ' BACKFILLING. JOINT RESTRAINT(SHACKLE RODS), WHERE REWIRED, SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). Supplemental Specifications (Rev 02/09/87) Page 34 7-11.3(O9)A CONTINUED THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONVECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR 94ALL PERFOR44 THE EXCAVATION, BEDDING, AND BACKFILL, AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE EXISTING MAIN AND ASSD48LE ALL MATERIALS. WHEN THE CITY WAKES THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED OF THE CONTRACTOR SMALL BE CONSIDERED INCIDENTAL NO ALL RELATED COSTS SHOULD B' lNCLUDFD IN OTHER ITEMS OF WORK. 7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IA EXCESS OF THAT UNDER WHICH THEY WILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUMPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE NO PIPING, AND OTHER EQUIPMENT NECESSARY FOR PERFORMING THE TEST SHALL BE FURNISHED AND OPERATED BY THE CONTRACTOR. THE PIPELINE TR94CH SMALL BE SACKFILLED SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSZRE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS NOT REQUIRED, THE CONTRACTOR SMALL FURNISH AM INLSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SMN.L BE FILLED WITH WATER OND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HORS TO ALLOW THE ESCAPE OF AIR AND/OR ALLOW THE LINING OF THE PIPE TO ABSORB WATER. THE OWNER WILL FURNISH THE WATER NECESSARY TO FILL THE PIPELINES FOR TESTING PURPOSES AT A TIME OF DAY WHEN EFFICIENT QUANTITIES OF WATER ARE AVAI,ABLE FOR NORMAL SYSTEM OPERATION. A HYDRANT METER AND A BACKFLOW PREVENTION DEVICE WILL BE USED WHEN DRAWING WATER FROA THE CITY SYSTEM. THESE NAY BE OBTAINED FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND WAKING REQUIRED SECURITY DEPOSITS. THERE WILL BE NO CHARGE FOR THE WATER USED. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOO-D THE TEST SECTION FAIL TO MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RE-TEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRANT VALVE. AFTER THE TEST !NAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLUSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACMPTABLE IF THERE I5 NO IMMEDIATE LOSS OF PRESSURE R1 THE GAUGE WHEN THE PRESSURE COWS AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIF`: THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,5U0 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR S CREWS, SE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LA"ING SHALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE -IRST SECTION SHALL HAVE BEEN TESTED ` SUCCESSF ULY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP COMPLETELY READY FOR OPERATION AND SHALL HAVE StCCESSF- LY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SMALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL Supplemental Specifications `- (Rev 02109187) Page 33 7-11.3(15) CONTINUED INTO TIE'A)PLINGS. ARRANGE TIERODS SYMETMICALL" AROUND T �; P1FL PIPE D14CTER NUWR OF 3/4" TIERODS REQUIRED 4" 2 6" 2 8" 3 10" 4 12" 6 WHERE A ~ACTURES MECNANTCAL JOINT VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS INSTEAD OF HOLES. A FLANGED VALVE WITH A FLANGE BY MECHANI k JOINT ADAPTOR SMALL BE USED INSTEAD, SO AS TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBOLT. MERE A CONTINUOUS RUN OF PIPE IS REQUIRED TO BE RESTRAINED, NO RU' OF RESTRAINED PIPE SMALL BE GREATER THAN 60 FEET IN LENGTH BETWEEN FITTINGS. INSERT LONG BODY SOLID SLEEVES AS REQUIRED ON :ONGER RUNS TO KEEP TIEROD LENGTHS TO THE 60 FOOT MAXIMUM. PIPE USED IN CONTINUOUSLY RESTRAINED RUNS 94ALL BE MECHANICAL JOINT PIPE AND TIEBC-fS SHALL BE INSTALLED AS ROD GUIO?S AT EACH JOINT. 7-12 VALVES FOR WATER MAINS 7-12.2 MATERIALS (SUPPLEAFNTAL SECTION) ' VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MWELLER COMPANY NO. A-2380, KENNEDY, OR M 6 H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING,. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLDE AN x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7-14 r1YDRAMTS , 7-14.3(Ol) =-ING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS 'SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND r,,,ARD POSTS PAINTED YELLOW. FIRE HYDRANTS 9ALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6", 8" antl 10" PIPING IN TRENCHES 3 - 1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SMALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL WERE 12" AND LARGER PIPE IS SHOW UNLESS OTHERWISE NOTED ON THE PLAN. 7-14.3(02) HYCRANT CONNECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (NJ X FL), 6" GATE VALVE (FL X NJ), 6- C.I. SPOOL (PE X PE) 5" M.W.U. FIRE HYDRANT (MJ CONECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE Supplemental Specifirations (Rev 02/09/87) Peg,, 36 7-11.3(15) JOINT RESTRAINT SYSTEMS (NEW SECTION) GENERAL WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REQUIRED BY THE ENGINEER, JOINT RESTRAINT SYSTEM (SHPOaLE RODS) SMALL BE USED. ALL JOINT RESTRATNT MATERIALS USED SHALL BE THOSE ►~ACTURED BY STAR NATIONAL PRODUCTS, 1323 HOLLY AVENUE PO BOX 258, COLLW S OHIO 43216, UNLESS AN EQUAAL ALTERNATE 15 APPROVED IN WRITING BY THE ENGINEER. MATERIALS STEEL TYPES USED SHALL BE: HIGH STRENGTH LOW-ALLOY STE11(COR-TEN), ASTM A242, HEAT-TREATED, SUPERSTAR "SST" SEPIES- HIGH STRENGTH LOW-ALLOY STEL3_(COR-TEN), ASTM A242, SUPERSTAR "SS" SERIES. CARBON STEEL ASTM A36, STAR -S" SERIES. ITEMS TO BE ZINC PLATED OR CALVANIZED TO MEET THE FOLLGIIING REQUIREIEMS: ASTM 8633 ELECTAODEPOSITEC COATINGS OF ZINC ON STEEL. ASTM A153 FOR GALVANIZING IR3N AND .;TEFL HNmWPRE. ASTM A123 FOR GALVANIZING POLED, PRESSED AID FORGED STEEL SHAPES. JOINT RESTPAINER SYSTEM COMP OA NTS: TIEBOLi: ASTM A242, TYPE 2, PLAIN, ZINC PLATED OR MDT-DIP GALVANIZED. SST 7:5/8" FOR 2" AND :U" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS, ASTM A325, TYPE 30, DOEPT TENSILE STREN' 'H OF FULL-BODY THREADED SECTION SMALL BE INCREASED TO 43,000 LB',•. MINIMUM FOR 5/E AND 60,000 LBS. MINIMUM FOR 3/4" BY HEAT TREAD .G (QUENCHING RNE TEMPERING) TO MANUFACTURES REHEAT AND HARONE. SPECIFICATIONS. SST 753: 3/4" FOR 14" T) 24" MECHANICAL JOINTS. SAE ASTM SPECIFICATION AS SST 7 SST 77, 3/4" SAME AS SST 7, EXCEPT 1" EYE FOR 7/8" ROO. SAME ASTM SPECIFICATION AS SST 7. TIENUUT: HEAVY HEX NUT FOR EACH TIEROLT. SSB: 5/8" AND 3/4", ASTM A56:, GRADE C3, PLAIN OR ZINC RATED. S 8: 5/8" AND 3/44, ASTM A563, GRADE A, PLAIN, ZINC PLATED CA HOT-DIP GALVANIZED TIECOUPLING: USED TO EXTEND CONTINUOUS THREADED RODS AMC ARE PROVIDED WITH CENTER STOP TO AID INSTALLATION, RAIN, ZINC PLATEC OR HOT-DIP GALVANIZED. SS 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE C3. S 10: FOR 5/8" Ah, 3/4" TIEROOS, ASTM A563, GRADE A. TIEROO: CONTINUOUS THREADED ROD FOR CUTTING TO DESIRED LENGTHS, PLAIN, ZINC PLATED OR HOT- DIP GALVANIZED. SS 12: 5/8" AND 3/4" DIAMETER, ASTM A242, TYPE 2; ANSI B1.1. S It: 5/8" AND 314" DIAMETER, ASM A36, A307. .ENASHER: ROUND FLAT WASHERS, PLAIN, ZINC PLATED OR -+OT-0IP GALVANIZED. SS 17: ASTM A242, F436. S 17: ANSI 816.22.1. INSTALLATION INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS SO ALL JOINTS ARE MECHANICALLY LOCKED TOGETHER TO PREVENT JOINT SEPARATION. TIESOLTS SHALL BE INSTALLED TO PULL AGAINST THE MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. TORQUE NUTS AT 75-90 FOOT POURS FOR 3/4" NUTS. INSTALL TIECOLRINGS WITH BOTH RODS THREADED EQUAL DISTANCE .Avplemental Specifications '— (Rev 02109187) Page 35 7-17.3(1)B PIPE BEDDING (SUPPLEMENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE AND EXTENDING LP 6" ABOVE THE CROWN 71 ALL PIPES. THE HAND-PLACED BEDDING AROUND THE PIPE MO TO A POINT 6" ABOVE THE CROWN SHALL 9E F00'-TMHED UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL 5E MECHANICALLY TAMPED WITH WPD-OpERATED MECHANICAL OR PNEUMATIC TAKERS TO 95% DENSITY. PIPE BEDDING SHALL BE CONSIDEREC "CIOENTAL TO THE PIPE AND NO FURTHER COMPENSATION SNAIL BE MADE. 7-17.3(2)G SEWER LINE CONNECTIONS (SL,P DENTAL SECTION) UNLESS OTHERWISE APPROVED By THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE TH OtM A CAST IRON SADDLE SECURED Ti: E SEWER MAIN WITH STAINLESS STEEL RANDS. WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED .ONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE CORE DRILLED. CONNECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-GRILLED, AND SHALL HAVE AN "0" RING RUBBER CASKET MEETING A;TM C-478 IN A MANHOLE COURING EQUAL TO THE JOHNS-MANIVILLE ASBESTOS-CEMENT COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N.SEAL. 7-17.3(2) I PROTECTION OF EXISTING SFV'ERAGE FACILITIES (SUPPLEMENTAL SECTION) WHEN LXTENDING AN EXISTING SEWER, THE W44STREAM F"TEM SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SCREEN OR TRAP IN THE FIRST EXISTING MAW40LE DOWNSTREAM OF THE CONNECTION. IT SHALL W THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING GOWNSTREAM SYSTEM, SHALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, 40 TO THE SATISFACTION OF THE ENGINEER. WHEN THE FIRST MANHOLE IS SET, IT'S OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-17.3(4)I TELEVISION INSPECTION (SUPPLEMEN'^L SECTION) ONCE THE TELEVISION INSPECTION WAS BEEN COMPLETED THE CONTRACTOR WALL SUBMIT TO THE ENGINEER THE WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE To BE IN COLOR AND COMPATIBLE WTTH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY SYSTEM ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5/16 I.P.S.). 7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 W,TH: EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAMF A_ STRUCTURE EXCAVATION CLASS 8 AS SPECIFIED IN SECTION 2,09. ADD: MEASREMENT 01- BANK RIRN GR. VEL .'OR TRENCH BACKFILL WILL BE BY THE TUN, IN ACCU )ANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- D9.4 USING A CONVEPSIJN FACTOR OF 1.5 TONS PER CUS-C YARD, WHICHEVER IS LESS. 7-17.5 PAYMENT (PAPTIAL REP AC04ENT SECTION) _- REPLACE ITEM 1 THROUGH 9 PARAGRAPH I WITH- I- • __SanStxrY Sewer Pile '.near Foot 2. "�"x_" Tees" Per Each 3. "T.V. Inspectlorj" Per Lump S 4. "Bank Run Grove:. for Trench Backfill", Per Ton Supplemental Speclficetlons (Rev 02/09/87) Page 38 At i v f7-14.3(02) CONTINUED IROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. JOINT RESTRAINT(SHACKLE ROOS), SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE ,ETHOD OF HHARNESSING THE HYDRANT SWILL SE DETERMINED BY THE CONDITIONS FOUND IN THE FIELD I AND SHALL BE RE-SHACKLED AND RE-BLOCKED AS DIRECTED BY THE ENGINEER. , ADD: ALL RLUER GASKETS REMOVED OR DISTURBED DURING RESETTING SWILL BE REPLACED WITH NEW GASKETS OF yr fTHE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAME TYPE. F 7-14.5(01) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION) THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSt?BY COMPLETE" SMALL BE THE SAME AS "HYDRANT ASSEMBLY" EXCEPT THAT THE 6-INCH OUICTILE IRON PIPE. CpIECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UIIT CONTRACT PRICE FOR "HYDRANT ASSEMBLY CGMPLETE". SERVICE CORECTIONS i 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) 1 ttt REPLACE 1st SENTENCE PARAGRAPH 5 WITH: f PIPE MATERIALS USED TO EXTEND OP. REPLACE EXISTING WATER SERVICE LIMES SMALL BE COPF£R. 1 SERVICE LINE CQJMEC'"ION TO THE NEW MAIN WILL CO.'fORM TO THE STANDARD PLANS OF THE CITY OF RENTON 1 BOUND HEREIN AS APR_ICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NE'o MATN I[ FOR EACH SERVICE TO BE CONNECTED. ' THE CONTRACTOR W..J.. DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOP. 3/4• SERVICES. , t TYPE I: CCNNECTIJNS TO EXISTING COPPER SERVICES WILL BE MADE WITH CC S,"ON TYPE, ;TREE PART UNION CAPLINGS. 1I ( TYPE II: WHERE EXISTING GALVANI2ED SER','ICES EXIST, THEY SHALL e- REPLALtJ WITH A NEW COPPER PIPE SERVICE TO TIE PROPERTY LINE. (METERS SHALL BE -A-FO IN P-ANTER STRIP BETWEEN SIDEWALK AND CURB). k TYPE III: WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SMALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACER THE LENGTH OF A METEk ;,BALL BE INSTALLED IN PLACE OF THE METER. l7_17 SN41TARY SEWD] L7-17.[ MATERIAL (PARTIAL REPLACEMENT SECTION) IN PARAGRAPH 1 DELETE: A B S COMPOSITE, ASBESTOS BONDED CORRUGATED STEEL LIN PARAGRAPH 4 DELETE: A 8 5 COMPOSITE SEWER PIPE 9-05.14 LSupplemental Specifications (Rev O2/O9/87) Pape 37 L 7-18.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE AFTER THE nu 'BADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE PAVEMENT CLASS 8 OR CLASS F SHALL BE PLACED TO A THICKNESS OF THE EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHICHEVER DEPTH IS THE GREATER, AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3). 7-18.3(5) OIL MAT STREETS THE EXISTING OIL MAT SHALL BE UNIFORMLY TRIMED TO A STRAIGHT LINE. AFTER THE SlBGRADE HAS BEEN PREPARED AS SOON ON THE STANDARD DRAWING, OR AS DIRECTED BY THE QwINEER, A MINIMUM OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEMENT CLASS B SHALL BE PLACED AHD COMPLETED IN THE SAME MANNER AS SPECIFIED IN SECTION 7-18.3(3). 7-18.3(6) INCIDENTAL WORK ALL INCIDENTAL WORK AS REWIRED TO COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIED, INCLUDING JOINTS WHERE REWIRED, SMALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT 1S PROVIDED. 7-18.4 MEASUREMENT PAYMENT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WI7HIN THE NEAT LINES 1 (ONE) FOOT ON EITHER SIDE OF THE MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTTER SECTION] OF THIS UOCUMENT. 7-18.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL BE MADE UNDER: 1. "BITUMINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHINI; " PER SQ. YD. 2. "CEMENT CONCRETE CLASS , FOR PAVEMENT PATCHINNG " PER CU. YD. 3. "CEMENT CONCRETE CLASS , FOR PAVEMENT PATCHING " PER SQ. YD. 4. "ASPHALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER TON. 5. 'ASPHALT CONCRETE CLASS , FOR PAVEMENT PATCHING PER SQ. YO. WHEN NOW OF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SHALL 13E CONSIDERED INCIDENTAL TO THE PROJECT AND THE COST; THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. Supplemental Specifications (Rev 02/09/87) Page 40 �Y 7-18.2 MATERIALS MATERIALS SHALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: BITUMINOUS SURFACE TREATMENT ...... 5-02 ASPHALT CONCRETE PAVEMENT —.... 5-DA CEMENT CONCRETE PAVEMENT ...... 15•05 CURBS AND GUTTERS ...... 844 CEMENT C%-JiETE SIDEWALKS ...... 8-14 7-19.3 CONSTRUCTION DETAILS 7-18.3(1) GENERAL PAVEMENT PATCHING SHALL BE SCHEDULED TO A('COMMOOATE THE OEMANDS OF TRAFFIC AND SALE BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AND CONVENIENCE TO PUBLIC TRAVEL. THE FLACING AND COMPACTION OF THE TRENCH BACKFILL, THE PREPARATION AND COMPACTION OF THE SUBGRADE, AND THE PLACING AND COMPACTION OF THE CRUSHED SIRFACINC SMALL BE IN ACCORDANCE WITH THE REQUIREMENTS Or THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MARGINAL LINES OF THE PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES APO VERTICAL FACES. THE USE OF A CONCRETE SAW SHALL BE REQUIRED INL.ESS EXCEPTED IN Tc SP-CIAL PPROVISIONS OR BY THE ENGINEER. CONCRETE USED IN PATCHES SHALL BE CLASS 'S' (3/4i - S DAY MIX. CURING COMPOUND AS SPECIFIED IN SECTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMEDIn:RY AFTER FINISHING. PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING OEVICES, FS MAY BE APPROVED 8� T E ENGINEER, SHALL BE MAINTAINED ALL 24 HORS OF THE DAY UNTIL THE PATCH :S COMPLETED AND READY FOR TRAFFIC. 7-18.3(2) CEMENT CONCRETE PAVEMENTS AFTER THE SUBGRADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. THROUGH AND OLMnY JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SHAt... BE FINISHED AMD BRUSHED WITH A FIBER BRUSH. APPROVED CURING CJPOUND BALL BE PLACED ON THE FINISHED CONCRETE IMMEDIATELY AFTER FINISHING. 7-18.3(3) RIGID TYPE PAVEMENT RESURFACED WITH AS-HALT CONCRETE STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WINK ASPHALT CONCRETE SHALL BE P;.TCHED AS SHOWN ON THE STANDARD DRAWING, F ' AS OTERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF THE PATCH SHALL BE LEFT L)W END" TO ACCOMMODATE THE ASPHALT PORTION OF THE PATCH. BRUSH FINISHING WILL. NOT BE REQUIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGINEER. CURING SHALL BE ACCOMPLISHED WITH A SS-I. EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER. ASPHALT CONCRETE OR BITL14INBM RANT M... SHALL NOT BE PLACE11 UNTIL THE DAY AFTER. THE CEMENT CONCRETE HAS BEEN PLACED, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT IMMEDIATELY BEFORE PLACING THE .. ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT SHALL THEN BE PLACED, LEVELED, AND COMPACTED TO CONFORM TO THE ADJACENT PAYED SURFACE. IMMEDIATELY THEREAFTER, ALL JOINTS BETWEEN ME NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SA BEFORE THE ASPHALT SCADIFIES. Supplemental SpeLifications (Rev O2/G9/87? Page 39 8-08.3 CONTI'IUED 2. Placing Adhesive (epoxy) on pavement surface and pressing the button onto it. B-08.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT MILL BE BY THE LIMIT, COMPLETE IN PLACE. 8-08.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING; (1) "10" Plastic Traffic Button, color, " per ea. 8-09. LAW MARKERS 8-09.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT MILL BE LAME MARKER, TYPE I and TYPE II BY THE UNIT COMPLETE IN PLACE. B-09.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING: (1) "4" LANE LIME MARKER, TYPE I, White" Per Each (2) "4" LANE LINE MARKER, TYPE II, COLOR(5)" Per Each 8-13 MONUMENT CASES B-13.3 CONSTRUCTION P.FQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: THE MONUMENT WILL BE FURNISHED AND SET BY THE CONTRACTOR UdER THE DIRECT SUPERVISION OF THE CITIES SURVEYOR. WHEN THE CONTRACT INCLUDES CONTRACTOR SUPPLIED SRVEYIN., THE CONTRACTORS SURVEYOR SHALL SET THE STRADDLE POINTS FROM WHICH -ATE CONTRACTOR SWILL SET THE MONUMENT. IN ALL CASES THE CITIES SURVEYOR SHAL SET THE PUNCH OR TACK IN THE MONUMENT. B-13.5 PAYMENT (SUPPLEMENTAL SECTION) _ THE MONUMENT WILL ALSO BE SUPPLIED AND PLACED AS PART OF "MOUMENT, MONUMENT-CASE AND COVER" AND ALL WOR< IN SUPPLYING SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 8-1..4 CEMENT CONCRETE SIDEWALKS 9-14.2 MATERIALS (PARTIAL REPLACEMENT SECTION) DELETE PARAGRAPH 2 8-14.3(4) CURING (PARTIAL REPLACEMENT SECTION REPLACE PARAGRAPH 1 WITH: r- THE CONCRETE SIDEWALY SWILL BE CURED FOR AT HEIST 72 HOURS AS SPECIFIED IN 5-05.3(13)8 OR AS Supplemental Spr' xis (Rem 02/09/87; DIVISION B MISCELLA►EOUS CONSTRUCTION 8-04 CURBS, GUTTER, SPILLWAYS AND INLETS 6 8-04.3(1) CEMENT CONCRETE CURBS, CUTTERS AND SPILLWAYS (PRRTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WIT : CEMENT CONCRETE CURB, CURB AND CJTTE.R, GUTTER AND SPILLWAY SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 8 SPECIFIED ON THE STMOARD PLANS AND CONFORMING TO THE REQUIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS A MIX SWILL 9E USED IN ALL DEPRESSED CURBS FOR DRIVE WAY SECTIONS. yI t IN PARAGRAPH 6, LAST SENTENCE DELETE; "CLASS B" 8-04.4 MEASUREMENT (SUPPLEMENTAL SECTION) THE EXTRA DEPTH OF CURB AND GUTTER, AID THE 3-DAY MIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN ON THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT 94ALL BE MADE. 0-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8-07.1 DESCRIPTI'. i (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB OF TnE DESIGN AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR 9Y THE ENGINEER. 8-07.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE BY THE FOLLOWING: (1) "Precast Traffic Curb, Type A" per lin, ft. (2) "Precast Traffic Curb, Type C" per lin. ft. (3) "Block Traffic Curb, Type A" per lin. ft. (4) "Block Traffic Curb, Type C" per lin, ft. 8-08 PLASTIC TRAFFIC 9UTTONS 8-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON THE PLANS, OR WHERE DIRECTED BY THE ENGINEER. 8-08.2 MATERIALS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS %.ALL CONFORM TO 0.0PLICABLE PROVISIONS OF SECTIONS 6-08 and 9-20. B-08.3 CONSTRUCTION REQUIREMENTS (SUPF DENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL 6E ATTACHE-) TO THE PAVEMENT BY ONE OF THE FOLLOWING: 1. Placing Tack Coat of Hot Pav1gO Asphalt on Pavament Surface and firmly pressing the button onto It. Supplement. ations (Rev 02/091:�, >' 41 8-20.3(4) CONTINUED INSTALLED THEREON. ALL EXCESS MATEKIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CONTRACTOR-S EXPENSE. CONCRETE SHALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR SHALL BLOCK-OUR AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE SO THAT THE CONCRETE WILL NOT ADHERE TO THE UTILITY LINE. CONCRETE FOUNDATIONS SHALL BE TROWELED, 8-20.3(4) CONTINUED BRUSHED, EDGED AM FINISED IN A WORKMANSHIP-LIKE MANNER. CONCRETE SHALL BE PROMPTLY CLEANED cROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AND CONDUIT AFTER PLACEMENT. FOUDATION SHALL ALL BE CLASS "8" CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE I TYPE OF DEVICE DIMENSIONS Street Light Pole 4- Deep x 3' Sq. or Dia. Signal Pole 71 Deep x 3` Sq. or Die. Signal Controller ,ee Detail Sheet Street Light Control Cabinet ee Detail Sheet Special Base ' m Detail Sheet ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW: 1) WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF THIS PROJECT, THE TOP OF THE FOUNDATION SHALL BE MADE FLUSH WITH THE TOP OF THE Sl"ALK OR ISLAND. (SEE DETAIL SHEET) 2) WHERE NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS SPECIFIEO BY THE ENGINEER. (SEE DETAIL SHEET) CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE LNGINEER IN THE FIELD. 8-20.3(5) CONDUIT (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CONDUIT SIZE STALL BE AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. CODUIT TO BE PROVIDED AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW: 1) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHENEVER THE CONDUIT IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA. 2) SCHEDULE 80 EXTRA HEAVY WALL P.Y.C. CONFORMING TO ASTM STANDARDS '"`v L BE USED WHEN THE CONDUIT IS TO BE PLACED WITHIN THE ROADWAY AREA. ALL JOINTS SHALL BE MADE WITH STRICT COMPLIANCE TO THE MANAFAC7IRER '•_KJATIONS REGARDING CEMENT USED AND ENVIRONMENTAL CODITIONS. 8-20.3(6) JUNCTION BOXES (REPLACEMENT SECTION) " TV_ CONTRACTOR SHALL PF0VIDE AND INSTALL JUNCTION BOXES OF THE IYPE AND SIZE AT THE LOCATIONS -- SPECIFIED IN THE PLANS AD AS PER DETAIL SHEETS. Supplemental Specifications - (Rev 02/09/87) Page 44 v 8-14.3(4) CONTINUED APPROVED 8Y THE ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR, SWILL BE EXCLUDED. VEHICULAR TRAFFIC SWILL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER MAY DIRECT. B-15 RIPRAP 8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: HAND PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AND ACCEPTED. REPLACE PARAGRAPH 3 WITH: FILTER BLANKET WILL BE MEASURED BY THE TON FOR MATERIAL ACTUALLY PLACED AND ACCEPTED. 5-15.5 PAYMENT (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITH: 3. "Hand Placed Rip Rap", per Ton 7. "Filter Blanket" Per Ton REPLACE PARAGRAPH 3 WITH: THE LIMIT CONTRACT PRICE PER TON FOR "FILTER BLANKET" SHALL BE FULL COMPENSATION FOR ALL COSTS IN CONNECTION WIITR FURNISHING AND PLACING A FILTER BLANKET. B-20 ILLUMINATION, TRAF"IC SIGNAL SYSIeMS AND ELECTRI,N1. B-20.3(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION) THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THC CONTRACT PLANS OR AS DIRECTEJD BY THE ENGINEER. ALL TRENCHES SHALL BE BACKFILLF.0 IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SHALL BE DOE IN A NEAT MV4aER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM GRADE. NO WORK :NVILL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. BACKFILL MATERIAL USED FOR FILL AROLIMD AND OVER THIS CONDUIT SYST'N SHALL BE FREE OF ROCKS GREATER THAN 'R:O INCHES IN DIAMETER TO A DEPTH OF SIX :NCHES ABOVE THE CONDUIT. TRENCH WITHIN THEE ROADWAY AREA SHALL USE SELECT TRENCH WKFILL AND SHALL CONSIST OF MATERIAL AS INDICATED IN THE SPECIAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TC APPROVAL BY THE ENGINEER. TRENCH BACKf ILL WITHIN THE SIDEWALK AREA CAN BE WIDE WITH ^.,;CEPTABLE MATERIALS FROM THE EXCAVATION AND SHALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITION;', OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COMPLETION OF THIS PROJECT. THE MINIML14 WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEVER, BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN -' THE DEPTHS SPECIFIED WHILE MAINTAININNrG THE MINIMM COVER. '"zk 8-20.3(4) FOUNDATIONS - CUKYETE (REPLACEMENT SECTION) THF. ODHTRAC'OR SHALL PROVIDE ALL MATERIAL FOR AM CONSTRUCT THE FOUNDATIONS FOR AND TC 'kE DIN?ISIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE Supplemental Specif::atiKns (Rev 02/09187) Page 43 t.� , 8-20.3(13)A LIGHT STANDARDS (REPLACENENT SECTION THE HMD HOLE SHALL BE LOCATED AT 90 DEGHEES TO THE DAVIT ARN ON THE SIM "t. M TRAFFIC. A GROUDING LUG OR NUT SHALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAD IDLE FRAME OR INSIDE THE POLE SHAFT TO ATTACH A GROUND BONDING STRAP. ALL POLES AND DAVIT ARMS SWILL BE DESIGNED TO SUPPORT A LLMINAIRE WEIGHT OF 50 LBS. OR MORE AND TO WITHSTAND PREMIRES CAUSED BY WIND LOADS OF 85 M.P.H. WITH (UST FACTOR OF 1.3. ALL POLES SHALL MAINTAIN A MINIMUM SAFETY FACTOR OF 4.38 P.S.I. ON YIEID STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC WIND PRESSLRE. DAVIT ARMS THE DAVIT STYLE ARM SHAU. IN;OPMATE A 5.9" RADIUS BEND AS ME-ASI.RED FROM THE CENTERLINE OF THE SHAFT. THE OUTER PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL TO +2' ABOVE HORIZONTAL AND SHALL BE FURNISHED WITH A 2" 31AMETER SLIPFITTER WITH A MAXIMUM LENGTH OF 8 INCHES TO FIT THE LUMINAIRE SPECIFIED. THE POL: END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECL#"Y TO THE TOP OF THE SHAFT PRODUCING A FLJ4i JOINT WITH AN EVEN PROFILE. ANCHOR BASE A ONE PIECE ANCHOR BASE OF ADEQLATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED Tn THE LOWER END OF THE SHAFT SO THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING WNW Or THE SHAFT AT ITS YIELD POINT. THE BASE SHALL BE PROVIDED WITH FOR SLOTTED OR ROUND HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE. ANCHOR BOLTS FOUR HIGH STRCRNCTH STEEL ANCHOR DOLTS, EACH FITTED WITH TWO HEMUTS AND TWO WASHERS, SHALL BE FURNISHED WITH THE POLE, EACH ANCHOR BOLT SHALL HAVE A 4" "L" BEND AT THE BOT;OM END AND BE THREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND WASHERS 94ALL BE HOT DIP GALVANIZED. THE ANCHOR BOLTS SMALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. MISCELLANEOUS HARDWARF ALL HARDWARE (BOLTS, NUTS, SCREWS, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL. I.D. (IDENTIFICATION FOR POLES) THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-0IGITS AND ONE LETTER ON EACH POLE, WHETHER INDIVIDUAL LUNINAIRE OR SIGNAL POLE WITH LLMIHUR. THE LETTER AND NUMBERS COMBINATION 94ALL BE MOUNTED AT THE 15 FOOT LEVEL ON THE POLE FACING APPROACHHING TRAFFIC. LEGENDS SHALL BE SEALED WITH TRANSPARENT FILM, RESISTANT TO DUST, WEATHER -NJ ULTRAVIOLET EHPOSURE. THE DECAL MARKERS SHALL BE 3 INCH SOARE WITH GOTHIC GOLD, WHITE REF.ECTORIZED 2 INCH LEGEND (M A BLACK 2ACKGROUND. THE I.D. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE FAD OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINFERING OFFICE. COST FOR THE DECALS SHALL BE CONSIDERED INL'IDENTAL TO THE CONTRACT 81O. •- LIGHT STANDARDS SHAD_ BE SPUN ALLMlNlf DAVIT STYLE AND SHILL. MEET THE POLE DETAIL REQUIREMENTS INDICATED BELCH AA, THE DETAIL 9£ETS AT THE END OF THESE SPECIFICATIONS. THE: POLE SHAFT NALL BE PHOVICED WITH A 4" x 6" FLUSH HUMD HOLE NEAR THE BASE AND A MATCHING METAL CUTER SECURED WITH STAINLESS STEEL SCREWS DR BOLTS. ALL TENONS SHALL BE FACTORY INSTALLED AND ALL WELDING SHALL BE C7)MPLETED PRIOR TO GALVANISING. ` ALL SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROF • THE POLE ORIENTATION NOTED IN THE — PLANS. aU&plemental Specifications '- (Rev 02/O9/87) Page 46 f 8-20.3(6) CONTIINED f, THE INSCRIPTION ON *C COVERS OF ALL JUCTION 90XES SHALL BE AS INDICATED BELOW: 1) STREET LIGHTING OILY: "LIGHTING" i 2) SIGNAL ONLY: "SIGNALS" 3) TRAFFIC SIGNAL AND STREET '.IGHTING: "TS-LT" 4) :ZLEMETRY ONLY: "TELEMETRY" INSCRIPTIONS ON JUCTION BOXES PERFORMING THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT. ; ALL JUNCTION BOXES SWILL BE INSTALLED IN COFORMAP CE WITH PROVISIONS CONTAINED IN THE STANDARD f PLANS AND DETAIL BEETS. +. THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN 8" OR •DESIGN C" JUNCTION BOX 94ALL BE FULL COMPENSATION FOR FURNISHING SAME AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPOIE1NT NECESSARY TO PROVIDE AND DNSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BAIXFILLING AND COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICA':IONS AND DETAIL SHEERS. 8-20.3(9) GRClUNDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDAP-0S, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE CABINETS SHALL BE GROUNDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER x 810" IN LENGTH COMPLETE WITH A •6 BARE COPPER BONDING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GROUND RODS ARE CONSIOENEO `41SCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR CONDUCTORS. 8-20.3(10) SERV.,�E (REPLACEMENT SECTION) THREE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: 1) TYPE I S/STEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ON Y) "'E :I, SYSTEM SHALL BE SINGLE PHASE 240 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON f4.TOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL WIRE) :C ^_`'9TFP SHALL BE SINGLE RASE 120040 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING 14T4ZTOR/TRAF ; SIGNAL, GROUNDED NEUTRAL. SERVICE) ,HE PJNNJR SER:'ICE POIN 3 ALL BE AS NOTED ON THE PLANS AND SHILL BE VERIFIED BY THE ELECTRICAL SERV!rING UTILITY. 8-20.3(13) ILLUMINATION SYSTEMS (SPPL '£NTAL SF TION) UVDERGiOXD CONDUCTORS FOR THE STREET LIGHTING CIRCUIT 94ALL BE SMND:D COPPER, THW GRADE WITH 600 VOLT INSLATIOU OF THE SIZE NOTED ON THE PLANS IND WIRING SCHEOULE. ._ SPLICING 7F THE STREET LIGHTIr CIRCUIT WILL BE MADE ONLY IN JUCTION BOXES AND THE SPLICE KIT SHALL CONSIST OF A PRESSURE TYPE DEVICE WHERE THE CONNECTION OF THE WIRE TO THE KIT IS ACHIEVED BY CRIMPING OR BY A COMPRESSION BOLT. NO TWIST ON TYPE CONNECTORS SW BE ALLOWED. AFTER THE KIT HAS BEEN INSTALLED, ALL EXPOSED SURFACES OF WIRE AND KIT SHALL BE PLHL-M IN A CLEAR PLASTIC FORM END FILLED WITH EPDXY TO FORM A WATER-TIGHT .SEAR.. MATERIAL USED FOR THE ILICE KIT SHALL BE COPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE F104ISHED AHD INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS SHALL BE COMPATIRLZ WITH THE COPPER CONDUCTORS AND ITS INSULATION. THE CG•"RACTOR SHALL SUBMIT SAMPLES OF THE CONECTIIRS PROPOSEL FOR USE TO THE ENGINEER FOR APPROVAL V Supplewntal Specifications (Rev 02/09/87) Page 45 Steel Main Repl. 84th Ave. S. (124 to 132) -W--92 Contract Masers 8-20.4 CONTINUED MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE UNIT PER EACH, COPLETE IN RACE. 8-20.5 PAYMENT (REPLACEMENT SECTION) PAYMENT WILL BE MADE UNDER: 1) "TRENCH AND BACITILL, WIDE,DEEP", Der LlneaI Fuot. 2) "SELECT TRENCH BACKFILL", Pei Ton. THE UNIT CONTRACT PRICE FOR TRENCH AND BACKFILL PER LINEAR FDOT SWILL BE FULL COW"SATION FOR EXCAVATINC, LOADING, HAULING AND OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR BA04FILLING AML TAMPING BACKFILL MATERIAL AND FOR THE RESORPTION OF THE Tfa Hm;H AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCORDANCE WITH THESE SPECIAL PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. 3) " FOUDATION" PER EACH 4) "CODUIT, P.V.C., SCHEDULE 4C,_. " Per Lin. Ft. 5) "CODUIT , P.V.C., SL1EUlLE 80, " Per Lin. Ft. 6) "DESIGN JUCTION d0Y", PER EACH. 7) "STREET LIGHT STANDARD ", PER EACH. 8) "SIGNAL STANDARD, TYPE_" PER EACH 9) "DETECTION LOOP RETURN CABLE, 2/C" SHO." PER LINEAL FOOT 10) "SHIE;AED PRE- EMPTION CABLE, 3/C SHD" PER LIN. FT. 11) "SHIELDED INTERCONNECT CABLE,_ PR" PER LIEN. FT. 12) "TRAFFIC SIGNAL WIRE" PER LUMP SUM. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTINC." PER LINEAL FOOT. THE WIT CONTRACT PRICE PER EACH ON SIGNL STANDARDS AND PER LIN. FT./LUMP SUM ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING AND INSTALLING THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NECESSAPY AND/OR INCIDENTAL TO THE INNSTALL.ATION AS PER THE CONTRACT PLANS AND THESE SPECIFICATIONS. 8-22 PAVEMENT MAWCINGS 8-22.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) SKIP CENTER STRIPE - DELETE AND REPLACE WITH: A BROKEN YELLOW LINE 4 INCHES WIDE. THE BROKEN OR "SKIP" PATTERN SHALL BE BASE) ON A 25-FOOT WIT CONSISTING OF A 10-FOOT LINE AND 15 FOOT CAP. SKIP CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON A TWO LANE: TWO WAY ROADWAY. DOUBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH: TWO SOLID YELLOW LIMES, EACH 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. DOUBLE YELLOW CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON MULTI-LANE, TWO-WAY ROADWAY AND FOR CHAN ELIZATION. EDGE STRIPE - DELETE GORE STRIPE - DELETE AND REPLACE WITH: APPROACH STRIPE - A SOLID WHITE LINE, 8 jNCHES WIDE, USED TO DELINEATE TURN LANES FROM THROUGH LANES, FOR TRAFFIC ISLANDS AND CROSS HASH MARKS _ LANE STRIPE - DELETE AND REPLACE WITH: A BROKEN WHITE LINE, 4 INCHES WIDE, USED TO DELINEATE ADJACENT LANES TRAVELING IN THE SAME DIRECTION. THE BROKEN OR "SOP" PATTERN SHALL BE BASED ON A 25 FOOT WIT CONSISTING OF A 10 FOOT LINE AND 15 FOOT GAP. Supple+nental Specifications (Rey 02/09/87) Page 48 8-2O.3(13)A CONTINUED THE POLE SHALL BE ADJUSTED FOR PLUG AFTER ALL NEEDED SIGNAL EQUIPMENT HAS BEEN INSTALLED THEREON. AFTER THE POLE IS PLUMBED THE SPACE BETWEEN THE CONCRETE FOUNDATION AND THE BOTTOM OF THE POLE BASE PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWLED TO A SMOOTH FINISH CONFORMING TO 'HE CONTOUR OF THE POLE BASE PLATE. DRY PACK MORTAR GROUT SHALL CONSIST OF A 1:3 MIXTURE OF PORTLAND CEMENT AND FINE SAND WITH JUST ENOUGH WATER SO THAT THE MIXTURE WILL STICK TOGETHER ON BEING MOLDED INTO A BALL BY HAND, AND MIL- NUT EXUDE MOISTURE WHEN SO PRESSED. A ONE HALF INCH DRAIN HOLE SWILL BE LEFT IN THE BOTTOM OF T.HE (,TROUT PAD AS SHOWN ON THE STANDARD DETAIL. 8-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION) ALL SIGNAL C@DUCTORS BALL BE STRANDED COPPER AND SHALL HAVE 600 VOLT TM INSULATION AND BE OF THE SIZES NOTED ON THE PLANS. ALL MULTI-CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO DIVISION 9-29.3 AND BALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM. ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SWILL HAVE AN OPEN END, CRIMP STYLE SODMESS TERMINAL CONNECTOR, AND ALL SOLID MIRES TERMINATED AT A TERMINAL BLOM SHALL HAVE AN OPEN END SOLDERED TERMINAL CUNECTGR. ALL TEF44INALS SHALL BE INSTALLED WITH A TOOL DESIGNED FOR THE TNSTW LATIUM OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIOF THE CONTROLLER CABINET SHALL BE TRIMREO AND CABLED TOGETHER TO MAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING v AAZY TQAFFTC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SMALL BE ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHILL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEARSST JUNCTION BOX TO Ti;_ LOCn. B-2O.3(14)0 TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND BALL FURNIS THE ENGINEER WITH A COP`.' OF THE RESULTS. 8-2O.3(14)E SI7NAL STANDARDS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS. ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VETRIFIED BY THE HN3INEER PRIOR TO FABRICATION. ALL ENTRANCES REQUIRED FOR POLEMOUMTED SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUSH BUTTON ASSEMBLIES, ETC. SHALL BE FIELD DRILLED. 8-20.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT FOR TRENCH AND BACKFILL WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR SELECT TRENCH BACKFILL WILL BE BY THE TON. MEASUREMENT FOR SIGNAL STANDARDS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUMP SLIM. -' MEASUREMENT FOR FOUDATIONS - CONCRETE, WILL BE BY THE UNIT FDA EACH TY?E SPECIFIED, CL °LETE IN RACE. MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. Supplemental Specifications (Rev 02/09/87) Page 47 8-22.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE HIDER: 1. "PAINTED 8" WIDE SOLID STRIPE" PER LINEAR FOOT 2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR FOOT 3. "PAINTED _" WIDE BARRIER STRIPE" PER LINEAR FOOT ♦. "PAINTED 12" WIDE CROSSWALK" PER LINEAR FOOT S. "PAINTED _" WIDE STOP BAR" PER LINEAR FOOT 6. •PAINTED TRAFFIC ARROW" PER EACH 7. "PAINTEO TRAFFIC LEGEND _", PER EACH 8. "PLASTIC 12" WIDE CROSSWALK" PER LINEAR FOOT 9. "PLASTIC _" WIDE STOP BAR" PER LINEAR FOOT IU. "PLASTIC TRAFFIC ARROW" PER EACH 11. "PLASTIC TRAFFIC LEGEND " PER EACH 12. "REMOVAL OF PAINT LINE _" WIDE" PER LIN. FT. 13. "PENIOVAL OF PLASTIC LINE " WIDE" PER LIN. FT. Supplemental Specifications (Rev 02/09/87) Page 50 8-22.1 CONTINUED NO PASS STRIPE - DELETE REVERSIBLE LANE STRIPE - DELETE TWn WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LI:,E, 4 INCHES WIDE, WITH A BROKEN YELLOW LINE, 4 INCHES WIDE, SEPARATED BY A 4 INCH SPACE. THE BROKEN OR "SKIP" PATTERN WILL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FORT LINE AND A 15 FOOT SPACE (SEE DETAIL SHEET). BARRIER STRIPE - 'IEETE AND REPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE. CROSSWALK STRIPE - OELETE AND REPLACE WITH: A SOLID MITE LINE, 12 I0ES WIDE, INSTALLED PARALLEL TO MAOTHER CROSSWALK STRIPE WITH AN 8 FOOT SPAM IN BETWEEN THE LINES. STOP BAR - OPLETE AND REPLACE WITH: A SOLID MRTE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SHALL BE INDICATED ON THE CONTRA T PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: A SOLID WHITE MWING CONFORMING TO CONTRACT PLANS AND DETAIL SHEETS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH: A WHITE MARKING USING ALPHABETICAL LETTERS - SEE CONTRACT PLANS AM DETAIL BEET. CYCLE DETECTOR SYMBOL - DELETE 8-22.3(5) TOLERANCES FOR LINE STRIPES (REPLACEMENT SECTION) ALLOWABLE TOLERANCES FOR STRIPES ARE AS FOLLOWS: LENGTH OF STRIPE - THE LC"JGITLDINAL ACCUMULATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE SHALL NOT EXCEED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OR MINUS 1/4 INCH. 8-22.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL (NEW SECTION) WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. 8-22.4 MEASUREMENT (REPLACEMENT SECTION) MEASREMENT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOP THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIP:, 12 INCH WIDE CROSSWALK, BARRIER STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASUREMENT FOR ALL ITEMS SHALL BE COMPLETE IN PACE. MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT 'HF " WIDE L'.NE Supplemental Specifications (Rev 02/O9187) Page 49 9-03.12(3) CONTINUED ADD: MEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUSHED, PROCESSED OR NATURALLY OCCURRING GRANJLAR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BAMILL FOR PIPE BEDDING. 9-03.14 GRAVEL BORROW (REPLACEMENT SECTION) GRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVEL BASE CONFORMING TO THE REQUIREMENTS OUTLINED IN 9-03,.10 AGGREGATE FOR GRAVEL BASE 9-05 DRAINAGE SiF11C1U;1ES, CULVERTS AND CONDUITS 9-05.1 DRAIN PIPE (PARTIAL REPLACEMENT SECTION) DELETE: ALL REFERENCE TO AN ALUMINUM COATED (ALUMINIZED) CORRUGATED IRON OR STEEL DRAIN PIPE FROM THIS SECTION. L- 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) DELETE SENTENCE 2 PARAGRAPH 1 r 9-05.10 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) ? REPLACE: "TREATMENT 5" WITH "TREATMENT ]" 945.11 ALUMINUM STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: "except that protective coating shall be Treatment 5% ` 9-05.12 PVC SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH 1 ADD: THE MAXIMUM LENGTH OF PVC PIPE SECTIONS USED SHALL. HE 12 FEET. 9-05.13 DUCTILE IRON SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE PARAGRAPH 1 9-29 ILLUMINATION, SIGNALS, ELECTRICAL 9-29.1 CODUIT (REPLACEMENT SECTION) THE CONDUIT P.V.C. - NON-METALLIC SMALL CWORM TO ARTICLE 347 OF THE CODE AND ASTM STANDARDS. THE CODUIT SHALL BE OF THE TWO TYPES INDICATE) BELOW: (1) SCHEDULE BO EXTRA HEAVY WALL. P.Y.C. CONFOMING TO ASTM STANDARDS. (2) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. Supplemental Specifications (Rev 02/09/87) Page 52 DIVISION c 94TEAIA. !� 9-03 AGGREGATES 9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION) ADD TO PARAGRAPH 2 SENTENCE : ..EXCEPT THAT IN NO CASE 94ALL THE MAXIMN SIZE EXCEED EIGHT (6 I`CMES. REPLACE PARAGRAPHi 3 WITH: � . GRAVEL BASE SMALL MEET THE FOLLOWING REQUIREMENTS FOR GRADING AND QUALITY MHLLN PLACED IN HAULING VEHICLES FOR DELIVERY TO THE ROADWAY, TRENCH OR DURING MANUFACTURE AMD PLACEMENT INTO A TEMPORARY STOWILE. THE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY THE ENGINEER. C GRAVEL BASE GRAVEL. BASE CLASS A CLASS 8 % PASSING 1/4' SIEVE 25% MIN. 25% MIN. 751 MAX, 75% M.X. i % PASSING U.S. NO. 200 5% MAX. 10% MAX. SIEVE (WET SIEVING) (DUST RATIO): % PASSING 0200 2/3 MAX. 2/3 MAX. % PASSING /40 SAND EQUIVALENT 50 MIN. 30 MIN. 9-03.12(1)A CLASS A !REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUNDATION, CLASS n, SHALL CONSIST OF CRUSHED MATERIAL AND STALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9 FOR BA-LAST. 9-03.12(1)B CLASS 8 (REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUNDATIONS, CLASS B, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BACKFILL FOR FOUNDATIONS, CLASS A, UNLESS APPROVED IN WRITING BY THE ENIGINEER. IF APPROVED THE G RAVFL BACKFILL FOR FOUNDATION, CLASS 8, SHALL CONFORM TO SHE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE, CLASS A. 9-03.12(3) GRAVEL BACKFILL FOR PIK BMING (PARTIAL FEPLAL£MENT SECTION) - REPLACE SENTENCE 1, PARAGRAPH 1 WITH: GRAVEL BApffILL FOR PIPE BEDOING SHALL. CONSIST OF NATURAL'_Y OCCJRRING PEA GRAVEL CONFOAINC TO THE FOLLOWING: PASSING 3/4" SQUARE SIEVE 1Q0% PASSING 3/8" SQUARE SIEVE 70-100 PASSING i4 SEIVE 55-100 PASSING 010 SEIVE 35-95 PASSING /20 SEIVE 20-M PASSING MO SEIVE 10-55 PASSING #100 SEIVE 0-10 PASSING 0200 SEIVE 0-3 SAND EQUIVALENT 35 MINIMUM Supplemental Specifications (Rev 02/09/87) Page 51 9-29.3 CONTINUED INSTALLATION OF ALL MIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE SHALL COWOP44 TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS- (1) UNLESS OTN-"ISE NOTED, ALL ELECTRICAL C04MCMRS SHALL BE APPROVED STRANDED COPPER CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. INSULATION SWILL BE 600 VOLT PLASTICI.M POLYVINYL OLOR:OE, POLYETHYLENE, OR CHEMICALLY CROSS LINW-D POLYETHYLENE, CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NOT BE USED WHHEPE EXPOSED TO SUNLIGHT. THE GRADE INSULATION OF' CODE THIO0E5S SHALL BE USED. (2) FLL.TI-CONDUCTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL. COMROL, AND S/W.L BE P^,TED TO OPERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS 94ALL BE STRANDED COPPED, STALL BE INSULATED WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE CDPOUND, OR APPROVED EQUAL, AN0 STALL BE C0.0R COOED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS %qLL BE CABLED TOGEDER WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SIEATH 75 MILS THICK. INSULATIGI SHALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS. AVG NOM. Strands CIRCUIT _ Phase Gauge Gauge Conductor Color St pe Signal heads.... A 14 19/27 Red, Yellow, Green None A- 14 19/27 Red, Yellow, Green White-white B 14 19/27 Red, Yellow, Green 91ack B. 14 19/27 Red, Yellow, Green Black-Black C 14 19/27 Red, Yellow, Green White Signal.......... Com. 12 19/25 white None Control......... Can. 12 19/25 white Black or Green Detector........ A,B,C 12 19/25 Black None Can. 12 19/25 White None Spare......... .. .... 14 19/27 Red, Yellow, Green Blue Flashers........ .... 12 19/25 Black None . Service......... .... 10 19/23 Black None Alternate..... .... 12 19/25 Black None Neutrals (not listed).. .... 10 19/23 white None Alternate..... .... 12 19/25 white or Green None Multi-conductor cable shell be assembled as per the following typical illustrations: a) 2 Conductor -- 2 No. 12 AWG, 19/25 strand, consisting of a black and white conductor. b) 5 Conductor •- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black stripe; and 3 ... No. 14's Cons.sting of Phase A. c) 8 Conductor i No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. 14's consisting of Phase A and B. d) 11 Conductor -- 1 No. 12 AVG, white; 1 No. 12 AWG white with green or black stripe; and 9 No. 12's consisting of Phase A, B and C e) 20 Conductor -- 1 No. 12 AWG, white; 1 Ng. 12 AWG, white with green or black strip; and 18 No. 14's consisting of Phase A, A', 8, B', C and Spare. WIRING WILL BE ARRANGED SO THAT COMBINAI-IONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED. WITH THE EXCEPTION OF TYPE XHHM INSULATION, THE MINIMUM ?NSULATICN THICKNESS FOR ANY ELECTRICAL _ CODUCTOR SHALL BE 3/64 INCH AND THE MINIMM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO supplemental Specifications (Rev 02/09/87) Page 54 �, 9-29.2 JUNCTION BOXES (REPLACEMENT SECTION) JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCHORED IN RACE AND STEEL COVER RATE (DIAMOD PATTERN) AS INDICATED OH DETAIL SHEETS. THE INSCRIPTIONS ON THE COVERS OF THE JUNCTION BOXES SWILL BE AS 7OLLOWS; (1) SIGNAL ONLY: "SIGNALS" (2; STREET LIGHTING ONLY: "-IGITING" (3) TRAFFIC SIGNAL AND STREET LIGHTING FACILITIES. "TS-LT" THE ABOVE INSCRIPTIONS SHALL NOT BE HIGHER THAN THE TOP SURFACE OF THE COVER PLATES. 9-29.3 CONDUCTORS. CABLE (REPLACEMENT SECTION) ALL SIGNAL COIDUCiCRS AS INDICATED ON THE PLANS SHALL BE STRANDED COPPER AND SHALL EMPLOY 600 VOLT TM INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL C'OWORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SHALL BE OF THE SIZES NOTED ON THE STGNAL WIRING DIAGRAM. THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETLrN CABLE SHALL BE A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SHALL BE BELDEN, BELOFOIL 8720, or EQUAL, WITH #14 AWG CONDUCTORS STRANDED (19 x 27). THE CABLE SHALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TIMED COPPER DRAIN WIRE AND A CHROME VINYL JACKET. THE 3/c SHIELDED PRE- EMPTION DETECTOR CABLE SWILL BE 3-M /138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICE_' .L BE ALLOWED. THE SHIELDED CLMMNICATIONS/SIGN4L INTERCU4ECT CABLE SHALL MEET THE FOLLOWING: 1. CONDUCTORS: SOLID, SOFT DRAWN, ANNEALED COPPER, SIZE 19 AWG. 2. INSULATION: SOLID, VIRGIN HIGH DENSITY POLYETHYLENE OR POLYPROPYLENE,WITH TELEPHONE INDUSTRY COLOR CODING. 3. CABLE LORE ASSEMBLY: INSULATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. A. SHIELDING: A CORROSION/OXIDATION RESISTANT TINTED ETHYLENE COPOLYMER COATED (BOTH SIDES) .008" THICK CORRUGATED ALUMINUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTRICAL 911ELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE SAME MANNER IS ACCEPTABLE. 5. OUTER JACKET: A BLACK, LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONENTAL CONDITIONS PLUS ABUSE DURING INSTALLATION) IS EXTRUDED OVERALL TC PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOorAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 2' ALONG THE OUTER JACKET. 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLEUM-POLYETHYLENE GEL FILLING COPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD. EACH WIRE SHALL BE NUMBERED AT EACH TERMINAL ETD WITH A WRAP-ARCUD TYPE NUMBERING STRIP ACCORDING TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIONS. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PEPJ41TTED UNLESS OTHERWISE INDICATED ON THE II PLANS. ALL CONDUCTOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL. TERMINAL COMPARTMENT BOARD N WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL_ BE THE SPLICES FOR DETECTOR LOOPS AT THE NL.AEST JUNCTION BOX TO THE LOOPS. j A THE --MTRACTOP SMALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO E. COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS SHOWN ON THE PLANS. ALL p MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHALL COMPLY WITH APPLICABLE SECTIONS OF nE NATIONAL. ELECTRICAL CODE. Supplemental Specifications (Rev 02/09/87) Page 53 9-29.9 CONTINUED EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCHLORINATED SIPHENYLS (P.C.B.) AS DIELECTRIC, COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME RATE ATTACHED H£RMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. 9-29.10 LUMINAIRES (REPLACD£NT SECTION) ALL LUMINAIRES SWILL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLANS. LUMINAIRES SHALL HAVE A CAST-PLUMiNLM HOUSING PROVIDING FOR A SLIP-FITTER TYPE MOUNTING NO CAPABLE OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON. LUMINAIRES SHALT BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FrR AP,%RIALS AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. THE LLMINAIRE SHALL INCLUDE THE POWER DOOR FEATURE. THE LU/INAIRE 94ALL HAVE A C'SKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FILTER MATERIAL SHALL BE PLACED BETWEEN THE . AM' SOCKET AND THE REFLECTOR. THE MANUFACTURER-S NAME OR SYMBOL SHALL BE CLEARLY HARKED ON EACH LNJNINAIRE. EACH LMINAIRE SHALL HAVE A WEATHER-RESISTANT, AMST-APPROVED DECAL ATTACKED '0 SHE BALLAST HOUSING SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SHALL BE A MINIMM OF TARO INCHES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOR WITH LAMP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND: 7 :OR 70 WATTS 25 FOR 750 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS 15 FOR 150 WATTS 40 FOR 400 WATTS 17 FOR 175 WATTS 70 FOR TO WATTS �- 20 FOR 200 WATTS X1 FOR 1,000 4ATT ALL LMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL MOUNTING HARDWARE (NUTS, BOLTS, WASHERS, HINGES, ETC.). THE iqUSING, COMPLETE WITH INTEGRAL ~ BALLAST, BALL BE WEATHER-TIlHT. 9-29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION) UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-29.11(1) TIME CLOCK CONTROLS - DELETE 9-29.11(2) PHOTOELFCTIC CONTROLS (REPLACEMENT SECTION) " PHOTOELECTRIC CONTROLS SHALL BE PUG,-IN DEVICES, RATED TO OPERATE ON 120 VOLTS, 60 NZ. THE PHOTO- CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGE - 55 DECREES C TO +70 DEGREES C. THE PHOTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LUMINAIRE. IN A CONTACTOR-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED RR THE LUMINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS OF INCANDESCENT LOAD "ON" AS MIN. Supplemental Specifications (Rev 02/09/87) Page 56 Yea 9-29.3 CCONTINUIED ~ THE THICKNESS OF THAT INSULATION IMEDIATELY AROUND ANY CONDUCTOR AND EXCLUDING ANY SHEATH OR ,)PICKET THICKNESS. INDUCTION LOOP DETECTORS SHALL BE INSTALLED IN A SAW-CUT IN THE PAVBENT BY THE CONTRACTOR WHERE INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE WIRE TO BE USED IN THE INDUCTION LOOP SHALL BE NO. 12 A.W.G., TYPE USE, R H OR Rh* G$ULATION. SEE DETAIL SHEETS. 9-29.4 MESSENGER CABLE. FITTINGS - DELETE 9-29.5 POLE LIN_ HARDWARE - DELETE 9-29.6 LIGHT STANDARDS (REPLACEMENT SECTION) LIGHT STANDARDS SHALL BE SPN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. 9-29.6(3) TIMBER LIGHT STANDARDS, TIMBER STRAIN POLES, TIMBER SERVICE V VORTS - DELETE 9-29.7 LUMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION) ELECTRICAL DISCONNECTS SHA'.L BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE WATERPROOF, WICK DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK JISCOW ECT KITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONNECTIONS SHALL BE MADE WITH COMPRESSION FITTINGS. UPON DISCONECT, THE FUSE SMALL REMAIN IN THE LOAD SIDE OF THE KIT. THE FUSES BALL BE LOCATED INSIDE THE HANNO HOLE AT THE BASE OF THE POLE. FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HMIOLING THE OPERATING VOLTAGES L. THE CIRCUIT INVOLVED AND SMALL HAVE THE FOLLOWING CHARACTEKtSTTrS: 1. FUSES SMALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD. 2. FUSS SMALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR. 3. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF r4E FUSE, 4. FUSES SMALL BE RATED AS LISTED BELOW AND 94ALL BE SIZED TO FIT THE FUSE CONTAINEFS FURNISHED ON THIS PROJECT, ACCORDING TO THE MANUFACTURERS RECOMMENDATIONS THEREFOR: LUAINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W15A 4CO W1OA 250 W10A 200 W10A 175 W10A 150 W1OA 100 WIDA 5. FUSES SHALL BE UL LISTED 9-29.8 MAST ARMS, CROSS ARKS AND TIE ROD - DELETE 9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION) BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAMPS SHALL BE DESIGNED TO PROPERLY OPERATE 100 WATT 554, 150 WATT 555, 200 WATT 566, 250 WATT 550, 400 WATT 551. BALLASTS FOR H.P. SODIUM VAPOR LAMPS SHALL BE AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH ''OWER FACTOR), THE BALLAST SHALL BE PRE-WIRED TO THE LAMP SOCKET AND TERMINAL BOARD. ;HE BALLAST SMALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN '.O%. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE BALL ti %1plemental Specifi .tlons R (Rev 02/09/87) Page 55 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION) A CORNELL-OUBILER RADIO INTERFERENCE FILTER 1F 10801-1 30 AMPS OR EQUIVALENT SHALL BE USED TO FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SIPPU.IES SMALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACTIVATED CONTROLLERS (REPLACEMENT SECTION) ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLU£-DENSITY OPERAT*ON SHALL BE PROVIDED IN ACCORDANCE WITH NENA STANDARDS. THE CONTROLLER SHALL PRCV:OE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUNCTION., 94ALL BE ON THE FRONT OF THE CONTROLLER UNIT OR SHALL HAVE KEYBOARD ENTRY AHD LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SHALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED MODE. STANDBY OPERATION 94ALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCONNECT LINES, FAILUE OF CE-rRAL MASTER COMPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STANDBY OPERATION SHALL FOLLOW AND BE COINCIDENTAL IN PIWSE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. RANTER FROM COMPUTER SUPERVISION 9 ALL NOT CALL UP A STARTING YELLOW. 9-29.13(7)A ENVIRONMENTAL. PERFORMANCE AND TEST STANDARDS FOR SOLID-STATE TRAFFIC CONTROLLERS REPLACEMENT SECTION) THE TRAFFIC SIGNAL CONTROLLER ASSEMBLIES, INCLUDING 1HE TRAFFIC SIGNAL CONTROLLER, AUXILIARY CONTROL EQUIPMENT AND CABINET SHALL BE 910P TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING AND CHECK-OUT OF ALL TIMING CIRCUITS, PIWSING AND SIGNAL OPERATION SHALL BE AT THE CITY OF RFNTON SIGNAL SHOP, RENTON, WASHINGTON. rE SIGNAL SHOP WILL MACE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET .MHO RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL _NTEGRATED COMPONENTS SATISFACTORILY FUCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDEC UNTIL A MINIMUM OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPONENTS FUNCTIONING PROPERLY 94ALL NOT RELIEVE THE CONTRACTCS OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FU 'IONING OF ALL AFORESTATL_ CONTROL GEAR WHEN FIELJ INSTALLED. 9-29.13(7)B AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITCHES THERESHALL BE A MAIN POWER SWITCH INSIDE THE CABINET THAT SHALL RENDER ALL CONTROL EQUIPMENT ELECTRICALLY DEAD WHEN TURNED OFF. THERE SHALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CO TROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FOR PURPOSES OF CHANGING CONTROLLERS OR LOAD SWITCHING DEVICES. STOP TIME BYPASS SWITCH THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE SRN TIME BYPASS SWITCH. IF THE INTERSECTION IS PLACED ON FLASHIN; OPERATION EITHER BY THE FLA94 SWITCH OR THE FAIL SAFE _- MONITOR, THE CONTROLLER SHALL IMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH SHALL REMOVE STOP TIME FROM THE CONTROLLER AND PERMIT NORMAL CYCLING OPERATION WHILE THE INTERSECTION REMAINS IN FLASHING OPERATION. DETECTOR TEST SWITCH EACH VEHICLE AND PEDESTRIAN PHASE SHALL HAVE A MOMENTARY (SPRING RETURN) DETECTOR TEST SWITCH. .� MEN DEPRESSED, THE SWITCH BALL RACE A CALL ON :TS RESPECTIVE SIGNAL PURSE. Supplemental Specifications (Rev 02/09/87) Page 58 f( 9.29.12(i) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION) i 1 ALL SPLICES AND TAPS SHALL BE WADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO 3 SECURELY JOIN THE MIRES BOTv MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN C FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE AND ITS INSULATION AS USED IN THE LIGHTING SYSTEM. 9-29.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION) THE UNIT SHALL OPERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE i4JERNATING CURRENT AND SHALL USE THE POWER LINE FREQUENCY AS A TIME BASE. THE TRAFFIC SIGNAL C NTROLLER 94ALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARD PUBLICATIONS. + COMPONENTS .SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS 940LL BE INDIVIDUALLY REPLACEABLE i. UTILIZING APPROVED STANDARD SOLDERING TECHNIQUES. INTEGRATED CIRCUITS SHALL BE MOUNTED IN SOCKETS F AN SHALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS BE STANDARD "OFF THE t 9ELFR ITEMS. � THE TRAFFIC SIGNAL CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MULTISONIC REAL TIME, MASTER COMPUTER. THE CONTROLLER SHALL BE CAPABLE OF BOTH LN-LINE OPERATION (CONTROL BY THE MLTISDNIC WASTER COMPUTER) AND STANDBY OPERATION. THE CONTROLLER SHALL ESTABLISH THE SEQUENCE OF SIGNAL PHASES, INCLUDING OVERLAPS, IN CONFORMANCE WITH THE SIGNAL PHASING DIAGRAM ON THE PLANS. WHEN OPERATING THROUGH THE ON-LINE MASTER COMPUTER (MLTISONIC MASTER) THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY-ACTUATED MODE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOMPLISHED AT THE LOCAL INTERSECTION. 9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION) FLASH WIT SHALL BE A TWO CIRCUIT TYPE, CAPABLE OF SNITCHING LOADS UP TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PER MINUTE. 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE WITS OR AS MODULES THAT PLUG DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE WITS. THE PRE-EMPTION SYSTEM OPERATION SHALL BE COMPATIBLE WITH THE 3M COMPANY "OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS _. CURRENTLY USING AND SHALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS. WHEN A PRE-EMPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HULD THE CONTROLLER IN THE REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SELECTOR SHALL HOLD THE CONTROLLER LH THE PHASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VEHICLE. WHEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT SHILL NOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRS- DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, SIGNA. BEING RECEIVED, CHANNEL CALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMLATE DETECTOR CA.IS FOR EACH PHASE. 9-29.13(4) WIRING DIAGRAMS (REPLACpH31T SECTION TE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE OF THE CABINET DOOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOUR COMPLETE SETS OF SCTEMATICS AND MANUALS FOR ALL ASSEMwBLIES AND SUB-ASSEMBLIES. Supplemental Specifications r (Rev 02/09/87) Pape 57 r 9-29.13(7)D CONTINUED TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. b. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT, THE FINISH PAINT COAT SHALL BE A OURABLE ALUMINUM OR HAMMERTOE GRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS. C. BOTH DOORS (MAIN AND POLICE PANEL) SMALL HAVE ONE-0IECE WEATHER-PROOF NEOPRENE CASKETS. 9-29.15 FLASHING BEACON CONTROL - DELETE 9-29.16 VEHICULAR SIGNAL HEADS (RER.ACE?ENT SECTION VEHICULAR SIGNAL. HEMS SHALL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICULAR SIGNAL NEW HOUSINGS SMALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VERTICAL MOWING. LENS SMALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR SIGHT (OUTPUT. REFLECTORS SHALL BE ALZAC. EACH SIGNAL HEAD SHALL HAVE A 1/4 INCH DRAIN HOLE IN ITS BASE, VEHICLE SIGNAL HEADS SHALL BE CAST ALUMINUM. ALL SIGNAL HEADS SHALL INCLUDE A BACK RATE 5 INCH SQUARE CUT BORDER, SIGNAL HEMS, INCLUDING OUTSIDE OF VISORS AND BACK OF BALL( PLATES SMALL BE FINISED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. MOUNTING HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL MOLTING HARDWARE WILL BE OF THE TOP-MOUNT PUA6IZER TYPE AS SHOWN ON THE STANDAFT) PLANS. POSITION OF THE SIGNAL HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES. SIGNAL HEMS SHALL BE MOUNTED ON THE MAST ARM SUCH THAT THE RED INDICATORS IE IN THE SAME PLANE AM SUCH THAT THE BOTTOM OF THE MOUSING OF A SIGNAL HEM SHALL NOT BE LSS THAN 16 FET 6 INCHES NOR MORE THAN 17 FEET 6 INCHES ABOVE THE GRADE AT THE CENTER OF THE ROADWAY. ALL BOLTS SHALL BE STAINLESS STEEL. 9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) Tit HEM OPTICAL UNITS SMALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AND TRAFFIC SIGNAL LAMPS VISIBLE TO THE TRAFFIC BEING CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UNDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL E INCH CONVENTIONAL HEADS SHALL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 595 MINIMMUM INITIAL LUMENS, 665 MINIM,MM INITIAL 'H NS, 8000 W. RATED LIFE, 2 7/.16 INCH LIGiHT CENTER LENGTH, A-21 BULB, MEDIUM BASE, CLEAR IN Etr COLOR. TWELVE INCH CONVENTIONAL HEMS SHALL BE FURNISHED WITH 165 WATT TRAFFIC SIGNAL LAPS RATED FOR 130 VOLT OPERATION, 1750 MINIMA INITIAL LUMENS, $000 HR RATED LIFE, 3 INCH LIGIHT CENTER (- LENGTH, P-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL BULBS STALL BE INSTALLED WITH THE FILAMENT OPENING POINTED UP. ALL SIGNAL LENSES SHALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIC HT WITH A MINIMUM ABOVE THE HORIZONTAL. THE LENS SHALL BE CLASS AND SHALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF AND OUST-TIGHT. THE REFLECTOR 94ALL 13E ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL Ur.T SHALL BE DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SUN'S RAYS EVEN AT TIMES OF THE ` DAY WHEN THE SN MAY $MINE DIRECTLY INTO THE LENS. Supplemental Specifications (Rev 02/09/87) Page 60 • 9-29.13(7)6 CONTINUED THE COMMLNIENCE OUTLET AND LAMP SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCANDESCENT LAP SOCKET SMALL BE FURNISHED IN THE MAIN CABINET. A DOOR SWITCH FOR THE LAP SHALL BE PROVIDED. THIS CIRCUIT SMALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SAFE LIMIT FAIL SAFE UNIT STALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL rMEN, AMBER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING INDICATIONS SMALL NOT BE LONG ENOXiM TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING JPERATION. THERE 94ALL BE A VISUAL INDICATION THAT THE MONITOR HAS PREEMPTED NORMAL OPERATION. SLRCE PROTECTOR (LIGHTING ARRESTER) THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT COULD OAMAG,'E THE CONTROLLER OR ANY OF ITS COMPONENTS. FIELD WIRING TEI4IINAL THERE SHALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NUHBEFED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IF A DIFFERFNT NL04BERING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH NlmwRS SMALL LABEL EACH TERMINAL AND THE CABINET WIRING SCHEMATIC DRAWINGS SHALL INCLUDE THE FIELD WIRING NUMBERS WHERE THE TERMINAL STRIP IS ILLUSTRATED. A COMMON BUS BAR WITH A MINIMUM OF 15 TERMINALS AND A MOUND BAR WITH A MINIMUM OF 6 TERMINALS SMALL BE PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COMMUNICATION DEVICES MALL BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SMALL BE USED FOR ON-LINE COMPUTER CONTROL OF THE INTERSECTION AND SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INF(RNATION AND RECEIVING AND DECODING C044AND RFORMATION FROM THE COMPUTER ALL IN CONFORMANCE AND WITHIN THE CAPABILITY OF THE MULTISONIC MISTER COMPUTER LIMIT AND THE INTERCONNECT LABLES. 9-29.13(7)D CONTROLLER CABINETS (REPLACEMENT SECTION) EACH TRAFFIC CONTROLLER CABINET SMALL PROVIDE A WEATHERPROOF HOUSING AND HAVE THE FOLLOWING REQUIREMENTS: 1. CONSTRUCTION SHALL BE OF SHEET STEEL. 2. THE CABINET SHALL CONTATN SHELVING, BRACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AMC ALL AUXILIARY EQUIPMENT. 3. THE CABINET SMALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY EQUIPMENT AND ANY REQUIRED APPURTENANCES. 4. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SHALL BE CAPABLE OF IMPEDING FOREIGN GIDDIES, SUCH AS DUST, LINT, ETC. THE VENT FAN SHALL BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED. 5. 'HE CABINET ODOR STALL BE PROVIDED WITH THE FOLLOWING: I a. THE MAIN DOOR OF THE CABINET BALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE SECURED -. WITH A BEST TYPE LICK. THE MAIN DOOR SHALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE BALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE _ WHEN PLACED IN THE "OFF" POSITION. A SECOD SWITCH SMALL BE THE AUTO-FLASH SWITCH•.. MEN PLACED IN THE "FLASH" POSITION, CONTROLLER POWER SMALL REMAIN ON AND CONTROLLER 94ALL STOP Supplemental Speciftcations -- (Rev 02/09/87) Page 59 9-29.24(1) PAINT NG (REPLACEMENT SECTION) THE FINISH COAT TALL BE A FACTORY BAKED ON ENAMEL I.IGHT GREY IN COLOR. THE GALVANIZED SURFACE SHALL BE ETCHFf BEFORE THE BAKED ON ENAMEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR G,AOE OF WHITE METAL. ENAMEL. 9-29.24(2) ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS (REPLACEMENT SECTION) THE ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN THE CABINET: 9-29.24(2) CONTINUED 1. MAIN CIRCUIT BREAKER 2. BRANCH CIRCUIT BREAKERS 3. UTILITY RUG (120 VOLT-20 AMP RATED) G.F.I. TYPE A. LIIM CONTROL TEST SWITCH (120 VOLT-15 AMP) 5. CONTACTOR RELAY FOR EACH CIRCUIT 6. DOUBLE POLE BRANCH BREAKER (S) FOR L104TING CIRCUITS (240 VOLT) 7. ONE 120 VOLT, 20 AMP SINGLE POLE BRANCH BREAKER (FOR UTILITY PLUGS) S. TYPE 3-SINGLE PHASE 120/240 VOLT GROUNDED NEUTRAL SERVICE 9. ONE 120 VOLT 40 AMP SINGLE POLE BRAWN BREAKER (SIGNAL SERVICE) 10. COMPLETE PROVISIONS FOR 16 BREAKER POLES 11. NAME PLATES PHENOLIC BLACK WITH WHITE ENGRAVING EXCEPT THE MAIN BREAKER WHICH SHALL BE RED WITH WHITE LETTERING. ALL NAME PLATES 9ALL Bt ATTACHED BY S.S. SCREWS. 12. METER BASE SECTIONS ARE UNNECESSARY 9-29.2s AMPLIFIER, TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION) THE POLE MOUNTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBERGLASS, B: GREY IN COLOR, BE I APPROXIMATELY 16" HIGH x 13-7/8" WIDE x 5-7/8" DEEP WO HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE BOX SHALL BE WEATHER TIGHT, HAVE A SINGLE DOOR WITH CONTINUOUS HINGE ON ONE SIDE AND SCREW HOLD DOWNS ON THE DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL. 9-30.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTION) PARAGRAPH 1: REPLACE "CLASS 53 aril CLASS 50" WITH "CLASS 52" 9-30.2A FITTINGS - DU:TILE IRON PIPE (ADDITIONAL SECTIGN CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C13O/A21.10-82. CEMENT LINING SMALL BE IN ACCORDANCE WITH ANDI/AWWA A104/A21.4-85. ALL FITTINGS BALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. TYPE D ENDS SMALL BE SPECIFIED AS PUSH-ON JOINT (TYTCN), MECHANICAL JIOVT(MJ), PLAIN ENO(PE), FLANGED(FL), OR SCREWS). GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BONAN, CHLORINATED BUTYL, OR CLOTH- INSERTED RIUBBER. RUBBER GASKET JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA Clll/C21.11-80. FLANGES (THREADED) 94ALL BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83. "- IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AID HAVE MECHANICAL, PU&5 -ON, OR RAIN-END JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110,%2.1.10-82 OF ANSI/AWWA _ C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE BOTH R1FR-ON (TYTON), OR PLAIN-END, OR MECHANICAL _ JOINTS AND FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A PUSH-ON (TYTON), PLAIN-ENO, OR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53- 84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. Supplemental Specifications ". (Rey 02/09/87) Page 62 9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SELNION) SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AMD BACK OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED TRAFFT^ SIGNAL YELLOW BAKED-EMAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)A 8 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)6 12 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - OEL-TE 9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION) VEHICLE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL. BE PATNTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BALD ENAMEL. 9-29.16 VEHICLE DETECTOR (REPLACEMENT SECTION) DETECTORS 94ALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AD SYST04 DETECTION OPERATION. DETECTORS 94ALL BE EITHER MAGNETOMETER TYPE, INDUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. 9-29.18(1) INDUCTION LOOP DETECTORS (SUPPLEMENTAL SECTION) RECTOR AMPLIFIERS SHALL BE SARASOTA MODEL 2158 OR DETECTOR SYSTEMS MODEL 8104 OR EQUAL. 9-29.20 PEDESTRIAN SIGNNAL (REPLACEMnT SECTION) PEDESTRIAN SIGNAL HEADS SHALL BF THE NEON GRID TYPE, OR OTHER TYPES AS SPFCIFIED IN THE CONTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, "HAND" (FOR THE DO NOT WALK MM-) IN PORTLAD ORANGE AND "MAN" (FOR THE WALK MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF TWO NEON GAS TUBES ENCLOSED IN A HOUSING MADE OF POLYCARBONATE PLASTIC. THE LENS 94TEFIkL SHALL BE POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SI(NNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE FLAT BLAD( IN COLOR. - 9-29.20(2) NEON GRID TYPE REPLACEMENT SECTION) ALL NEON GRID HEADS SHALL BE EQUIPPED WITH Z-CRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC DESIGNED TO ELIMINATE SIN PHANTOM. THE MESSAGE MODULE SHALL BL PROVIDED WITH ELECTRICAL CONTACTS WHICH RUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE WHEN THE MODULE IS IN ITS PROPER POSITION. THE POWER SUPPLY TO OPERATE THE MESSAGE MODULE SHALT. BE 115 VAC WITH THE SAND" SYMBOL OPERATING ON A 45 WATT MAX. AND THE "MAN" SYMBOL OPERATING ON A 38 WATT MAX. 9-29.21 FLASHING BEACON - DELETE 9-29.24 SERVICE CABINETS (REPLACEMENT SEi TIUN) THE SICKL/STREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL BEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND CONDUCTOR TERMINALS SHALL BE COPPER OR BRASS. - THE CABINET SHALL BE FABRICATED FROM ,:ALVANIZEO COLD ROLLED SH_ET STEEL, WITH 12 GAUGE USED FOR EXTERIOR SLWACES AND 14 GAUGE FOR INTERIOR PANELS. DOOR HINGES SHALL BE THE CONTINUOUS CONCEALED -- IPIANO TYPE AND NO SCREWS, RIVETS OR BOLTS SHALL BE VISIBLE OUTSIDE THE ENCLOSURE. THE CABINET DOOR SHALL BE FITTED FOR A BEST INTERNAL TYPE LOCK. THE CABINET SHALL HAVE ',;INTILATION LOUVERS JN THE LONER AO UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT :A9(ETS. THE CABINET DO'1R GALL HIVE A ONE .PIECE WEATHER PROOF NEOPRENE GASKE% Supplemental Specifications (Rev 02/09/87) Page 61 9-30.2A CONTINUED ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53 5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10- 4.3 OF ANSI/AWWA C110/A21.10-82 SWILL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED IU THE ENGINEER TOGETHER WITH A CERTIFICATION, ON A FORM SUPPLIED BY THE CITY, THAT ALL FITTINGS MEET THESE SPECIFICATIONS PRIOR TO INSTALLING ANY PIPE OR FITTINGS UNDER THIS CONTRACT. 9-30.3A GATE VALVES (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUEI.LER COMPANY No. A2380, KENEDY, OR M}H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED %ALL BE OBTAINED PRIOR TO BID OPENING. I ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX i NO EXTENSIONS, AS REQUIRED. ALL 12" DIAETER AND LARGER GATE VALVES GALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. i 9_30_3E VALVE MARKER POSTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: ({ VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS C„ WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE It4i VALVE MARKERS BALL BE FABRICATED AND INSTALLED IN CONFORMANCE WITH THE STANDARD DRAWINGS. 9-30.5 HYDRANTS (REPLACEMENT SECTION) FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. 9-30.5A ETD CONNECTIONS (REPLACEMENT SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MEDICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 9-30.SH HYDRANT DIMENSIONS 0 ARTEAL REPLACEMENT SECTION) i REPLACE PARAGRAPH 1 WITH: FIRE HYDRANTS $HALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 W,TH A 6 INCH INLET AND A N.V.O. D-- 5 INCHES, TWO 2 112 INCH HOSE NOZZLES WITH NATIONAL STANDARD 7 1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, 1-1/4" PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). Supplemental Specifications )IL` (Rev 02/09/87) Ptge 63 L SPECIAL PROVISIONS CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 SPECIAL PROVISIONS 1-05 CONTROL OF WORK 1-05.5(2) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION) Construction staking and as built notes shall be supplied by the contractors surveyor as provided in the supplemental specifications, and paid for as "Construction Staking and As-Built Notes and Drawings, Per Lump Sum." 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) Private property such as plants, shrubs, trees, fences, and rockeries within the public right-of-way or Easements shall be removed and restored to the satisfaction of the property owner. It shall be the contractors responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the contractors progress, and to remove those improvements to locations requested by the property owner or to restore them in their original location in as near original condition as possible. All lawn within the area to be disturbed by the contractors operations shall be cut with a sod cutting machine, removed and stored until the trench is backfilled and compacted and then replaced. While stored the lawn shall be protected and kept watered. After replacement the disturbed lawn areas shall be watered a minimum of four (4) times a week for three weeks. The watering shall be of such duration as to soak the replaced sods thoroughly and promote good root growth. Such removal and restoration shall be considered incidental to the bid item "Remove and replace lawn and landscaping," per Trench Foot and no further compensation will be made. 7-11 PIPE INSTALLATION FOR WATERMAINS 7-11.3(09)A CONNECTION TO EXISTING MAINS (SUPPLEMENTAL SECTION) All connections to existing mains shall be made by City forces. 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION) All existing services shall be replaced by passing a high strength steel wire through the existing galvanized service and pulling the old service out while pulling the new copper service in. No open cutting of the road will be allowed for services unless it is not possible to replace a service by pulling, jacking or spudding. No payment for lawn or landscaping restoration will be made for services except that coveted at the watermain connection. All costs for restoration s`.,all be included in the price of the service connection type I, II, or III. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 PIPE (SUPPLEMENTAL SECTION) The Cite will supply approximately 1400 lineal feet of 12" ductile iron pipe, and all 8" and all 6" ductile iron pipe. The contractor will be required to pick up the pipe at the City Sho? at 3555 N.E. 2nd Avenue, Renton, Washington, and deliver it to the job site. The contractor shall supply all new gaskets for all City-supplied pipe. 9-30.5 HYDRANTS (SUPPLEMENTAL SECTION) The City will supply all fire hydrants. The contractor will be required to pick up the fire hydrants at the City Shop at 3555 N.E. 2nd Avenue, Renton, Washington, and deliver them to the job site. The contractor will supply the tee, valve, i•hackle rods and bolts, and gaskets used in the hydrant assembly. I: Q ax m q i �Y 4�S Sgp 2 ¢ t� g� � <s � Txb 4� -y 7 E;Yf� i�; aa4T c�+ EiL Q 9 ;4 }555 QI ; S °o S l' f lie Ag y�y¢�i g E Q S ¢¢ yC it It 6is1n L R Ya [ ' ��', , °n n3 �� �� q[� a€� � gaa �§$a� �� Ae� gg� �S ��c5i� �. £:S� �S#{ a#�; 9 i� 3 g€ � �;� $� p■�� `Y � R �3�3 `R�S �S✓ f° �� ° �Y 3_� Y3 S;' � Y`�� as it IL a s i s 3 3a �5s ail t g -,1 G32 sa ¢a �€ ➢1 �$e $`E0�}ppg ;i 1� J•i�s i�gnyr�% L�i 3g �R RS 3'ata aimY:p:� app9A I I is% ' i23 p z5 'dak3 ,y i . Y3Z3 zs .R � S a t}' � �� �4i i�1 S �� d �E% �S 7� �• 4a� q�i a '� 44 S = 8 e �� ° ��8 X$� �Y Xa o j � $YE gz jig ff 4 3 it` d '$ m R.4 m 3 d s � �`- % E ■ GI F? L° ° [ 8 gF 9 8 93 $ &�` 8 �� x3� $q�' E` 48 _� 3 g �p3 -i �'� $�rE� E $ r 4 Eyyqq� ➢�€' qgq `s � � �4 �9 � _� �f kg #o a Y g•G 3 4ij `5 a S` �i ! i-s = C� "mi y C 1 -E On 41 4 j'S_ d d4 %M qqs� ' a� ai55,•QQ,. 3� {3{ •`-L yl R eR o9 "� "a Ao ¢ 5 A t � 4_ } � oL ?8 $ L 4 Lug L ? 3 G '3 O i �4 $e �' " K= ~' S �� �}• Ls? � 2_6= 8 %Q Y� e9 =4g �° �` o °�." � � ¢B � �S �$� Ep� .kA i 7„1 4 A RQ s r KING COUNTY REAL PROPERTY DIVISION RIGHT OF WAY CONSTRUCTION PERMIT TELEPHONE 344-3956 PERMITNO. W-1325-87 ENV11K)NhENTAL ASSESSMENT JOB NO. :101 RegUEfed Date Received FRANCHISE NO. 612 KROLL PAGE NO. 612 0 Ndt Required ppp ❑ EAYstinq Assessment p DATE 9121/92 SECTION-4EI2.NE13 TWP, 23 RANGE 4 0 Replacement Ppp1 0 Categorrcauy 6IMMI APPLICANT-Cl" eR RaafmN PHONE NO. ADDRESS _3555 WF 21111 STREET ULID NO _ RENTON, VA 98056 POND AMOUN' 88 Job D"criplOw EMERGENCY CONTACT PHONE NO, TO REPLACE APPROXIMATELY 2400 FEET OF VATERMAIN WITH 12- DUCTILE IRON MAIN ON 84TH AVENUE SOUTH FROM SOUTH 126TH STREET TO SW LANGSTON ROAD. THIS INCLUDES TWO (2) CROSSINGS. FOR: RATER PROJECT NO. V-925. 84TH AVENUE YATERMAIN A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD. OPEN CUT CROSSINGS AT S. 128TH STREET, S. 130TH STREET AND 84TH AVENUE S (200' N. OF S. 134TH STREET) ARE ACCEPTABLE IN ACCORDANCE WITH SING COUNTY OPEN CUT POLICY. Mn KNMIT n FOA KIEaO COUNTY IMET OF w.v ONE, f ONE O SIAHN eV STREET ON=WITH AN ON,FINAH AND tODfSCfl•VIIpV ALL"TER MAIN EXTENSIONS MUST E."AWFKAFkl FACIE Nf FINE W 45HALL ^ ALL VNIFIFE EANU UTIUTT LINES MUST HAVE AMINIMUMW COYEN ALL FA NIE TO Of COW SUBJECT TO THE A WgOVµ OF THE µMG CWN!Y HOLD fHa,NEER TIM W AOINE PW a9Ma n MIgN MN dNnnAAMpMn F1 ' ro!G dne l CM ROM ROad W Wd9M0 bl rLSwyybW WlM nfgRyMNAHIII AIOm XldrapunaTM9 d µMC "COde627.1324 aM11a ad..AM IM pM11NMar as510 osatMl+nlNaudll walN HE A.dbH"m"'..+LNTa,, bb CLYNynwL',AH' udlc nalnW enOdnr!KalMy ann lEsudrpe Jl UennlI llN 9rarilee91nall nu�aYC.n Oryaarlpn aa•HUIy bYMSeONn rlOrlN IlElaln canbned soli[Oafs ono Iammale umaAz spnc'ec aamnn aw•suns are mnee Im o rem!wa o•�,L ,•y TFM L.IWnIprW,nn.utONEOn aFld.NyPa apaN 11 yanla0 ale aDOw plmn.b dAapN Ndl nw povHlan.wflldnarn,reONxem.nu reOUllgn!and rlCpnbleM8lpns FElavl cdrna.n.drq N maya001A b lN'dmry eaMmN madad ITM adalclll aM uMl wnpu pal.Aam soma n nsuad He w1I1 rNOKI aM soled all aooenv cwvacls .._ pEnprn Sip riglln ryMl mqM b ada[W dY rl 'NDEMNITY AND HOLD HARMLESS TM Parn'.nIN W..,MIHInl'dM iNyp narmless K�.rp C0.My aE aaL*lN nargn b Te maLenum elllen pp99'Mn Nrx.ar I:ea ActO'O�rpiv me MnnNa pHAN 4 M IS Nc.aM auryla m O l nbdnMly orb ryw narmlavv n.nq Cwrvv al A,,-,e 1 oral neClnl Mrc an aryl MnLV[ryfes Irpr,anu agynal lyynv'a aE NATAIAANME.aM Tdg NFFN J ..'COFiIIII MbmallHned.la 'IA,' ,A"" i..ac:e xS Lwl rAi K ae.,l.'m PerinlNs MromNdrgEeln IXldaOea ylNnpr mro permnib PlmaNN avpHlaN albs Ines Permn s.all,rlaHoe IF, wmWNWw M�IMN arse Iran ere EOM ab a,Hwv AO d eMNr nr Cax.y d aM PrwlmW.nrcnra:urrri n.pperCea wm prAn,Ur Ire ra.JrgarlLe w ores rrwra mlrO oanws ilu ire awr m nanwry xcea Mror a rNlanw dEMMabma CII MNM gHTa451 wnE AIWEIAAlmrnnlcalonaa&m smane MIrleverm..,H swnLmolw.pFfuaripmE aMlolw...wraIns Germx!ns.NN LMaI NM V W WMI VNMMIG wwgpny w iaM 51 Rf.W MM wMW M peen mwwllr Mpalalen Ur ma eenim in ne Nnx a�y rlLcasary y Ine;:Lw��ry Iu incur ananry s IWa.pw _ RQNtlaa dpnal NabMV:Ytl Nro aprinNdllaE Ydaµ,ME�FIINN,eLpenSpF.eixl L(gNVWI pe rKUL•raW lido llro l•prmal@p In IM TIMiI.a JpPrMrNnlnM flCW a}a 115 APPaN 0"If c ..MlrArmleEAFENdbOel.nO,nMn llanMatL MM agyalnv nlrq CauHv naM maaanVm elan perm.rtap lne.a,rwer v.n soecncanv lul IN rlgrgMce cyearrern ANIMMd NHWAPF~TYS MVdParnMMYa rMplpFllG hlnaMaPaNMnaerb.atl/n!MY aM s!r.e Cou•wv la r.Ia+m OV MmllbeEwnYTWFaM aTNFro _ INLaI n as' RCW.MICA yIn11W Ball TNMIYE'bypaNaOlN IIM dMYN 3'pWwad AFPEAex 1L. .. _ . . ApdbapR RadaAad __9/10187 elElLaa 9/llJl7 ibrrN,FEE 69.00 ,W,HH naval___9l-2L87_ _ eY. D. Solar OxE 1Alma Cllk -- —_ . iMa aOglcWbn n V.FK.01VOIaLE b B1a EaplYamFH.aFltl WnW WIE EMMeI M NMStl CMW YM On WCM d pEOa. I 4 cOunry InfO%1d wlll pe MaIOMdbeM POpw b!InEOBtlgn d IDSd NNdMgn.CHn OI.rHwMn aOplpadab Ina pp,.t wlll ba rpmpurtad M IM cWnN nbMnM Dy aD N—N Pb'rlrnMlS faplaMlO M11!/PINALNhx1r8a1$aa-0))DIX66})SEO,D.nLNnllaM)2 nOWa MbraSl.anT•j H'pa Fi'u'elor]rva/MlrCawvl!/Nu'I•nlMiftlSellbril OI a Ma hour.n8(MCOdI IITe Cnarw".mot Ina pNm1111a. 2. .W rMp 8Mi1,^,rOpa b b MWed Or gO NT ENS WON WW OF ,H a CNa dF CM EWES NT IM wPSN WIHMIOn OI pydlc Wb 3 OM alai"FE"M MI IA'eE SAP'Nld 11aE11C CD"'w111 OF In imc,"rlb wn11 db m~,off unllam IyMC CMIW nNlEea Id alrWla and 11ghMayE a NgOe.b b naW lFM a111pd Oath h ay h RNKKMAH N S HAFAnwn SMllra`LE*A-d—HEO I-El"=iOVR.EMI-NdMll Cla..'8 a AaaCM to dlg.nal ttaldllnn r 5 pbMM raSOd6ppEyd ib 9!aF11M IO rbllfy NuMl11'SsinCl3 afddNBb P�erTY OMMn wIMn SKO PORMnYaplebrtryuryadartMge Mdyll MB perlgmpnLy d lneadlpaO'k CNt -A$a 5p55i8f10ut5naOIYW bdpNQlgagdWE bCIE1M 11N IAtNCIm OJa4 MtraM.l epyrySa Ir ndlticalNYld CQµN MAMC'OIS N(9/JEpB�C�1O1 bWE5F��55548 ✓✓WW,,(AI^fI^I AWOWmIl by T _ iF CaumA E'PIw TILLIE ObO1NAL/GryA1N µLUNOIWNITF HPALICANII NH.O.STWI,ON[N p1SHH01.,011E ICAO fIIF 1 Y 1 R f A �IppI t STANDARD DRAWINGS a w CITY OF RENTON DEPARTMENT OF PUBLIC WORKS Final Joint must be saw-cut Saw-Cut or line drill 2" min. Asphalt Existing Asphalt underlying concrete Concrete Concrete 1 Existing- -- - - r,� : •.• r,n --�- --- Cement Concrete ----_-- 6ti "�j - �-6 -min- Cement Concrete 6" min. Crushed Surfacing Conc. shall be Cl . A (3/4) - Top Course Portland Cem. Conc. Con- forming to Sect. 6-02.3. Backfill EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE Final Joint /—Asphalt Concrete (3" min. ) must be saw-cut replacement patch to be 1" thicker than previously - - - - - - - -� - -- __ - __ existed. Existing Asphalt,/ 6" Min. Crushed Surfacing Concrete Top Course Compacted Crushed Rock Backfill EXISTING ASPHALT CONCRETE OVER PREPARED GRADE Final Joint must Cement Concrete (8" Min. ) Replace- be saw-cut ment patch to be 1" thicker than previously existed. __-' . - --�- .p Y1t'•f/d' r-'ly''' ��v!.. ,'"ter.•, -_-- _— Existing Cement Concrete Pavement 6" Min. Crushed Surfacina Top Course Conc. -hall be Cl . A (3/4) - Compacted Crushed Rock Portland C>m. Conc. Conforming Backfill to Sect. 6-02.a. `XIS11NG CEMENT CONCRETE OVER PREPARED GRADE 1. See Sections 7-18 and 2-09 for Patching and Backfllling Specifications. 2. All trenchra in roadway areas shall be backfilled are1 patched with temporary asphalt at the end of each work day, unless permission is granted to do otherwise by the City Engineer and City Traffic Engineer. 3. All temporary patches on trenches shall be permanently patched within 2 weeks of completion of work within the roadway area. 4. Saw cuts on concrete pavements shall be made no more than one-half the depth of the existing slab. S. Comnacted Gravel Backfill Class "B" may be used upon approval of the Engineer on trenches over 200 feet in lenqth. PAVEMENT PATCHING DETAILS DATE 1 /87 SHEET 35 \ GENERAL NOTES 4 -r ENO G20-2 R CONSTRUCTION FLOOD LIGHTS SHOULD BE PROVIDED TO \� MARK FLAGGER STATIONS AT NIGHT AS NEEDED. \ IF ENTIRE WORK AREA IS VISIBLE FROM ONE STATION. ONE FLAGGER MAY BE USED, STEADY BURNING WARNING LIGHTS (TYPE C. MUTCD) SHOULD BE USED TO MARK CHANNEL- 121NG DEVISES AT NIGHT AS� NEEDED. ry��7 \ ED TO FILING DEVISES ARE BE EXTEND- ED TO WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. SIGNS SHOWN FOR ONE DIRECTION ONLY. ALL DISTANCES BETWEEN SIGNS TO BE 2, /W20-T.P FLAGGER AHEAD END ONE LANE GLO-2 CONSTRUCTI o ROAD W20-4 q�" AHEAD ryROAD ONSTRUCTION W?OA AHEAD LEGEND III R R CHANNELRING DEVICES R Q� FLAGGER TIPICAL APPLICATION OF TRAFFIC CONTROL DEVICES ON A TWO-LANE TRAFFIC CQNTROL PLAN HIGHWAY WHERE ONE LANE IS CLOSED AND FLAGGING 15 PROVIDED. GENERAL NOTES ROAD V2 7LE ONSTRIICT W20-1 MINIMUM TAPER HE'D loco I I IN fEFi Isolated Speed 96 30 3] 10 13 RO 33 LEFT LAN t0� I I END _ 10 105 ISO 205 210 450 3(0 w10-30.1 G CLOSED STRUCT O.2 11113 167 123 293 19 550 603 ! 1 w20-50.) 1 RJ WI-](U 12 12! IRO 21 320 SI 60 660 O EFT L O I 1 O I 7M maJmum IPeclnp 4rb11n cnarmalltinp do- CLOSED • O Viu. In a $.car .MnN M nearly scool Y fast If L Ro le the eeea.Ilmll; IM w.dm.rn owl" be- 1' 1.fe fnOM111l leap 4410111, nee. le061611 traffic 00.14 /e 2 Pm..tea. ..ead IIrew ROR RfA W4-2(P) a C)1 •,./, WI]-1 ghtt11r1 marling. ..lather .,Pllloblo .ticA Might vM'- wlp .e Confusion in the mint' Of W\leis M.P.N. I.r.t.n .%o11 be nmar.d a1 .lUlalaMd ea O O aeon NO, ProclltaMe. T.m ta ao , watllge OMIT Oa 00 I L To ..ea .1 nean@ary. a of i w121L1 lm w S, ad L.I. .a.I.Q light@(Two.C, MUTCD) T• Mwld IN used 10 wad Cho eorllebg earls.2L W20.50 1 al mgnl .. Needed. R Fluting .arning IIhMe and/or flags of is 'SHT L•' ..ad 1. tall all...... la IM early.Wraith slow e20-2 END I to- L CLOSED Sign Off 3M,W120", W142(L) One WI]-1- yT No,,'111.0 an Omove or, PS RE Mg. Ma eMeY 5 who's advisory "god .t1 wore then ]Oeyl, 1..erea c.rvt .Ige.(WI 4) sh.ald 1#1 42ef1. GHT W20-lIRI 10 0 CLOSED AN dlloneo /oheese eight 10 left. [LEGENICON.N.".rotaleea1 AHEAD eROAD D Seauentlol arrea UM w20-1 STRUMe L AHEAD TRAFFIC CONTROL PLAN TYPICAL APPLICATION-FOUR-LANE UNDIVIDED POAOWAT, WHERE HALF THE ROADWAY IS CLOSED. � A TYP. SIGNS � BARRICADES USED IN ROAD�NAY CONSTRUCTION AREAS ROAD CLOSED ROAD CLOSED rJOLFK.ONSILVER(REFLI AHEAD TO ROAD LOCALTRAFFICO T..RU TRAFFIC CLOSED so'xso' Bo'x3o' LOCAL BLK.ON SILVER(REFL.) BLK.CN SILVER(REEL.) TRAFFIC ROAD ETOUR CLOSED TYpE Ill BARRICADE AHEAD AHEAD TYPE III BARRICADE ORANGE ON SILVER (REEL) Ale 48'X49' .• i ♦B'X 49 ' BLK.ON ORANGE IREFL) BBB�—LLLK----iR----E-F---L--ON RANGE 1 BLK.(REfO;ANGE! F AHEAD = AHEAD 40'X24' 40'X24' gLK.ON O TYPE 1 BARRICADE q g'X48' RANGE BLK. ON ORANGE(REFL.) ORANGE ON SILVER BLK.ON ORANGE (REEL.) (REFL.) IREFL) TYPE 11 BARRICADE ORANGE ON SILVER IREFL) ROAD CONSTRUCTIO END DETOUR X X AHEAD CONSTRUCT IOX M.P.H. 40•X I B' 80 X BLK. ON ORANGE 244XZ4' BLK.ON ORANGE (REEL.) BLK.ON ORANGE 25 IREFL.) (REFU LOCAL M.P.M. TRAf FIC DETOUR bNIY VERTICAL PANEL PORTABLE ORANGE ON SILVER le TRAFFIC DELINEATOR 460X lg' 30•X36' (REFL) CONE ORANGE ORANGE BLK(REFL.)ORANGE BLK�REFL.) _— VAA NCI _ A774��, �1L ini e .• .rum 1'11 na waOal Oaa Mf. !'OM alatru[Ran .a. {-r'IOIa. 101.1I n r.Ia[a[rn • __ 1oNRn n K ITI OMr O. ... M Mn M4K111" qu! - A. U'11a. IN{{r.IW a wM11 El /11r w00a.1 ! I 1 1 IaNrM 1 I FIE //�'" 1.1Mw Aft.w it", 1 L. +fi 1 / f•Iy LWKI 1 W.I a.T Menu. `Yy IY.+Yb'R1 aWl M IKNOIa r u.m. �r awr 1KI PLAN ELEVATION FIRE HYDRANT GUARD POSTS Ie+.11+r- 1wY fllYY[w 1 1K+fDl1 •b }1nVly \ iML.IT" nr na.w.lW ItiW ,.IIIr-SrK b MY .Y�nt nlf fuf LY n., w. rOKI t. K wwao IOW L"N[+Y4Y x1w 1WIf.IM lW. WYI wu�K. 1Y01i .al IPMlII1Yf un1Y. ltYWp!.r Y1. • ry./E.tOM[R1a U Y TOM' IT "IFI.iK "MY!1K NR. Y nlWl n K 111.t1a vih M[Yl!K IIu. .afta.n01 w..N U•M. NpN.niY "Lift M Y.NMO / lW. lON w.Ka M.1.c"It!1a CUT k It IMF .Kw+• 1 y 11 mwma lOY4 f0 nf+vYv1 O., E f!YaNa f LY fl[Iia.1.. NIMY Mfl Lill.! "KI. IF IT uKrn OLKIIK 31�, [a[rn YKnK j 9.7 tw Laftltl YNa �IASI 1w ITT, I. I I1MK S,K WIT. • t. r'un MIT, 11Y61 1 N[. .I.AW IW TO M[uu u. .-IFW 11 an11K.16191 --• ON aY aP 1a 111.1M 7"I fWf r a"I'll /[Y." NaV YYN1 IM 11M. TIME W. [IMM LIND LIN.. a L Wt." 11^YO n 11.. M VI Lnit OI KIM, LIKn a!L1NI a 1"KIMO Ia LO 1a wt 1 V FIRE HYDRANT ASSEMBLY IF FILL FW HYDRANT LOCATION IN CUT OR FILL WATER STANDARD DETAIL >ACr1140L CITY OF RENTON Oatt ro K.LI DEPARTMENT OF PUBLIC WORKS �aerw'-1rrr- CONCRETE BLOCKING SIZING PROCEDURE TN•w•na e1 [wtnN r•wlrN).wN•r Yr:•«YI Mh, fN• M N••Nh IN«h«,N N••Y'". iN NII TN Y`N4 er !N<IM tw'arcN a MI N 1Nn1 ......•It Il.MIS In .wre 1. M•n• In NN•• I«I .1 [w:(rt11 MIN r\• N•r VNIMI Iw fiN •I IY IM[I. if Iew•N •:•:•�Y IN Nrwl Iw rN••If f.«• • TNII 1 N IN NI.N.riY IN•.I IN Ni 1 N f..Y 1"\YII,I. CAP .. N( rtu• `�� 1. IN•qiY.rvm.l• N•NrllNlel o•w..V u.rl«I\. E2}• BEND j, lyl•1:1 .I !h)Mr.l.IN•MIN..NI w.. 1... .w« I/I • I \N M« IrN lY •rew•wrlw a aN.IN•N«. /J ). 1N Nrwl\IN• Mllwe 1M If MrNIwt11. ryta•Nrl•I. l \N uw[nN 11.µ iq WII N N Nr•N•fM[I1.tiller. Y•f 1.. •' L 1fNi5 •� • NIfIN Oi•NlN.1.Iw :"1W \ • )1•rNI I.IMb •1 IN II•I:Y(TNII 0 _ 1M N4 Wr:M NN in..wN/N. h. (1N1. Il V •reN el lr«aw Iw M1II V YIIN.I Tr«w 1•IMI • ••ne.I (Ntnn M:N MI Mr•e•i Ml IN f1Y e1 Ih 1nN. \ w N I1 \ •Mlr NiNI .1 a«\I•r Nl TIN• In INI k .rN.e1 W(«t«u N.NI fIM N N•.,M N.IN. ,. I«I 48 SEND N wir uMN•1 W r.r«I I'+w Iw MI (IIpFO SY•I•tl TEE qI� rm. N h Il�f BEND B0• BEND e. Vtcut•IIN mwnbt 1. Fe.a tNM.ae (•1 rtryn (1• NN.) r 'nTti... r•� T'tc FIGURE I I. +••iM NN.1 •r T•nfl a«• lwl .Nrlw er ne�-7 N:•I+sr T.w. Iw rYl)•INI.I•. NOTE MR CONEX VERTICAL BENDS BLOCKING. J. MN.r(w1[nu T.mI u«.- 1,wI.• .r nw m1� . T TEE A►WA STANDARD PLJW NO. 73 1. MIY t•Yw.I AN•l N I1.)-M«OI (•«r`•I•• 1 � w _ TAB_E 1 s. .MIN•Nrwa✓[NwN iw. N.I .IYIW •NN".NM"I .e.eDN wNlw T""' .r nnNil 1. •Iq.N.1Je.ePN uri ry1 Lls >D' •S• ll•lq' n.l n• .•e t+m 4Y 0IN IIM 1I.0 1. 141.51 S.. � ).tie S,Om Lf]p IW ao 1. rslw (•INNII«•r IN wM .r t«.nw .Mi•N le a«• ... )m ).t1e Sara Lpe ..1ro ne ��_j.M In«�'(. 1. NN•Ni•: tN Yw•1 .Nr•I,Y Ir«frr. In W!iN.ill M fS«� W IY•nll I«.:RN 11• Ih.rx iM:� Y' lm 1.4m q,m0 {,410 )AID L)m Nt«fM W 1rMl, ! )Op IS,Im 11,JN III.Iso S.W 1.010 275 21.00 b.sro Witt L•b 1,Iw Mlr NuIY N«tin IM TW p• )b«I q" Ill ))JP t1,00 Milo, IJ.20 4,t10 NNiY.iMl«II 1"01M S.OS N.-).OS/II-e.)S II, IY' 3" If,too 611.3)0 )S.Ito 111010 1.11. N u TNII 1. TY maiY N ..I W W.N .N INI us t).150N.ue q3N S.Ofe IY ItnN w.SOr tw• :.L.IM rr•b. N N TNb I'. \NII 111 wf IN NII NviY IW Ir fW I!' ]m 1e.100 )l.Om )•.1V0 1".b. IOJN W erFel. ).em IN./Y- II. lC' IW N.NO b.Sm t1,Ob )s,S10 Il,lb MI•Iw~N\N mrNl1•.:Mlule. tM MI11«.I IN I«(rII. N•' Im 70�b O).lb fl.im 11.R0 yJm N u IN fM lnual«..I IN rq«I W 1:r MIl er n.INw >v' fm m.)ro. 1/J.NO gUSO SLIN f/db 0110.1 vw. (1) ) 1NI %` !m 2013110 i67.1N «N IN rM«.wrlr 1.1w.a�«,w nwN•I.tN riNl Nlrlulw. •rr.•(NanN UI TT"�rer,"-w 1 - 7.12... rt. TABLE 2 _. •Nlr NiI.I N nryft 11w• (l`1 .N«n.I�'-�"•7•1• I.o rl. TN..I.N•rIN IW{ (.w" IN Ia I1r.M l N«n•I (W nN tM.l 11 N. 10() NriMNI 11. MN IM �rl.• Nwr.wr�M r,« ••YN• •n•n._T.�t 1.N.•/+1���i Npiw�o.1 r:n NI i r.I. ILL Ntt •UNN IN0 T • 1.1) 1(. IWIw Nw1tV N 1MV.l fIM (til UN[IF SM i.00D • 1 ).S11I. MI W Srywi ].Om •���• fw1 M trawl {MwIN.I tt(IF 1.000 NN N•le IO,Om yu:rN rwlwt.1 1.-,.-(NINI .N.I.•(«qt)•0.0370t �• .N�1 r MI. II I•Imlf .NII N nnh1YV••(u1`.0..1.1..b 1.•)L•tl1.l 1)NO.mtw mlet•wwI.n•Mllol d fdnwwlnNil •r !I INw•14. II• I. .....t WATER STANDARD DETAIL CITY OF RENTON W m .CAlf DEPARTMENT OF PUBLIC WORKS .019.0a. I'll i TIE ROD SELECTION TABLE low,w lot NO IIP AHWII Nlcl Ir.00MI N� 777 I / r 10 n 11 H H )" 30 1.121, us' r No r.w )m In.. yr. r' 3a q,Iw yr' y►' Im' v )s) H,ua y► In IY' to WIN yr' m Ulm Y•' Ps /b.lw yr. N- If' m NJN )/.•' yf n N n.00 y.•' yr w' so west yv. Ir' m MI.)N Im' P' m P).va lIf .mt I. MCI Iw nt q .w.t is'pt Y P1/In mK w Y.r R1 Y 11,11 S. TIE.NI/...Yw IrIW..A.1 LLY1110 ows w nd to w I t H.I-IN..R M I. MAW.w VIIaY 11.lr1 Oil 1.11t Y ."UWm 00.. r 141"4n.n 10 M Nln is Im nn A. NI Mt Wu r WMIPI •long.,.I can at 440,14s r GAW IMO tl1ll(f cwrim Ir I'mos"1 No- 11t.......I w• I.nY1Hl f. Int.YI cV.I.cs I tlfrrtt r NOT alp ww" n IPI111 IN nt No a II1l[.It YI W,IH.. it"u. 1.1 tr1 p/Hrne crllYle/Y NW. CAST ON LUGF TIE BOLT Fft HYDRANT AND GATE 1ALVE TIE ROD ATTACHMENTS WATER STANDARD DETAIL PARTIAL R&rdav CITY OF RENTON t/u/ec 1e A rc.0 DEPARTMENT OF PUBLIC WORKS ..fftnr..wr Tyyppr�'4 Block VTy�e 4'9iocYnq b t�L' ?7;•.'Y_'veKcd Mat for"". tI'arovsmcA Mb vB I s 0 Ilyt 0f for e E t 3 .�cVtl r v! �...m..- t 017 ' t wo n' 20 110 ♦t G• 300 20U . -AL AL o t lat .364- .a ,'' oftu5,0a')Cam c t It Typi 6 ��r'9 b aY r•rlty sw+et Port as br forw�e� d srnnur 1100� _ys v! s 0 L y t I fed r s 4Lp r� �8r 1 ! v! 13 45 (� •1 n is t t W 700 r s b _ 9 �cwss„1t9Corc f,' , � MOTE TURNBucKIEs sNAu._ BE USED STANDARD DETAIL FOR BLOCKING OF CONVEX VERTICAL BEND 2/u/�, d + CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 2-12"X2" TAPPED TEE Z' 6RONZED PIPE 2-2" DRONZE 900 EbEND 2"GAT VALVE W/2"5Q. OPERATOR NUl" 2" DRUNZE UNION COUPLING ® 2- GA5T 12ON VALVE B0XE5 1- 12"GATE VALVE W/265Q. OPERATOR NUT. TWIS TYPE OF DYPA55 MAY BE U5I=D IN LIEU OF TUE VAULT WUEQ TUE VAIQ 15 SWALLOW 02 TWEQE 15N'T ROOM FOR THE VAULT. USE MUST BE APP20VED BY EWGINEE12 PRIOR TO IN5TALLATI0N. 1211 GATE VALVE WITH B'y-PASS DATET9/87 GENERAL MISCELLANEOUS DETAILS VALVE OPERATING NUT EXTENSION DETAIL r• ON I. In ID/at SEE OETA(L t/r CIA. In•wA. iwlxaTK SIMI l.Al .(MIRED. m•wu. mcocur4lt oNAAn II N-rtTCA Krrn SCREWIlrtON '"Aa 011 (31 Wwtr(I TKw KDIS 1XA( TwuIIHI 111 Illl t(LDW rIAISNDt4a. tsTlnlm ARE ip At A.uIAN of NE LOAN.Got DAE EIRASIa To K Alto AIR WIS. RASot[RAi. 1 1/4'aATw, WIT Kt tRIASIm AR TO At Not a UlEt 11211)AS WIIp,AW NU(te tl(w M Cut%01 to ELASTIC alto.?ill) AS SKUII(011 witn41K N(YT CD, a a AnWWtD IOwL. VALVE MARKER POST ELEVATIONS .l TAIv( WAVE,Wlt TAlvl wAAt1. MOST $wot of A AlAm Tarn IA 7% • b.t To owtalp fpW. YKY[ ""'It SMALL At NlwllD Wit.IK call a NIo NI-"' rIATEAAATJEAW ItLLaI AS SN(Irlio of TR AREIIAW-11K Palo 0.N A Avvro teat. TN ANI i441 If 1(r AT tt", AWES To IN %,USaw I"iw all AK SMALL AT SITaTEC Iw A MIT AW IASN- WE CMSIICI tocolo.. oll(AK[ ID I.1 1411 $.4l Al KATI'$IEa IIED a IN MOST WRw Tw INC.Aagts.Itw'At., 1q.10t I K4tl AS SAE(It IEC AI NESEtvAT111 A.to ., cD. N AANo4D IoLLK. WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SERVICE CONNECTION DETAIL TO EXISTING SERVICE TYPE 1 Retap Existing 3/4"& 1" Copper Service and If necessary Adjust Meter & Meter Box to Grade NEW COPPER SERVICE PINT/PACK JOINT INSULATED COUPLING FORD C-/4-43/C3-74 (S/O) FORD C-15-5-4/00-40 (1') ` �� ----_ EXISTING 1`\\ F--- ---- SERVICE LIME ~'—CORPORATION STOP,FORD 'z, '�'�LM� TAPERED THREAD 1CCI a MIPT CUT, SEND S CONNECT EXISTING "mum EXISTING YAW COPPER LINE TO NEW CORPORATION STOP r __--- _ CUT EIUSTRIO 1E 1Era NEW MAIN EXISTING VAIN TYPE 11 Retap and Replace 3/4' & V Galvanized Service with 3/4'&1" Copper Service. Copper service should include the ;eplacement of miter setter with new Ford style coppersetter and new copper tail piece to property line. Also adjust meter and meter box to grade. TYPE ill Install 3/40 Copper Stub Service Including Box NOTE: 1. For TYPE 11 & III Service information See Standard Detail for 3/4' #1' Water Services 2. On Watermains that are Bonded for Cathodic Protection All Service connections shall have Service Insuiatots. _ WATER STANCARD DETAIL CITY OF RENTON NOT TO SCALE DEPARTMENT OF PUBLIC WORKS o ^tee nw 1-1 /2N& 2x WATER SERVICE DETAIL MK.LL TWACD RIGM-OI-xAY n, ] LL IS MCTETLR ROR AT Like Let co rUrp epf•axle f S t: SO pip. LRrar COwp•ellen, f the el ,.l.. ISO. Laxl! P e.x.f IM Ora•k•{. el tM wrrlcw. , Q 1 � II I1 II 1• TO 10• lutxs EEan EJ[IOTED :.17• xinw, .1 11 in ]' IS Cf)]CR i i 11• M "IRS WIM 4* MIN. CO%E �• f 7 v`y CRUSHED WE T � TO SLYEORT VA VAULT ' 1 = 0 6 { I•affe BRASS OR{RONER uTCI1NL it"roe IV IrP•Ic.lnwlcs ELLS/ITff t EPf) BRASS OR RRONLE NWl.G1 IYI 3. 1• uww u.. I•RRASS OR ORO*=1111fILS ]. !•kN a I"Nra weak,IN,") MIfL{S(I•IR-1 ]. l"(IBM)WR'A Px.•M hull tlywry Iw eM�ryl ur ryvl r. Tue RlF•. C t INn—1— ... etch V.lr•Chaw., or Nw 1. lt.w.re !' In, •Ntlen rltla nwl.r wawa ••ntl•n. I.M.. to fit. S. 1• n 14' F.Nule•• f.l' wan Cu.Mw U,". rir0. Te w u k4 • n In.ul•ter wturn Ol»W la rub .N I. lwrv4w tw—I.. utvlw Ira pa»lnb rb•14r..trod(. ebtemllw. 1. u• xIw a w+Rr...Ink, Clothe. rare cl..l, 1. is- tlfaf K. emft toefwr t..i". l.het. M fit. faaaeY Iaba .11. rore N.-aa em a.rl. !. Cbatsaarr ilk xY-p.b rare Vr! w!1-SI. 1 I]' er uel, .ilk weelaal \nbt .N .:I.e. W.rll,w t I'll of rntw rt., }W".,... Rtl» ».IMtIN ewaa.ato.l to. ..•semen N• atwroff St.., nr •.t.tl. A II. were rt.I ..It r —Wore SITtr Illy of ...la IN I-I.IIN .Iw r.w.I of Ink11Rom•11• temporary ell.tt ».hak I ere ew.VI-F.of wrtt! .N ........ t..u. 12. 17• . 21• a rt.r ra with ]/!' fowl atwhn-I.1•t.to. . rw-u S. Mwr !wl • IUIR- CO.IS' r. x rtw`r..r Nwl. • t 14 U. N• louwllr leapr.rlae . rim. . . .Ir IxiMfl. rare C-I hM e. wwl. T.. Fs p.MPw r I. rupnflN. I. ulY rc wq ewltalan .M .rtw.bn of tr w u rule•. " If. IN. rt.r lithe. In.11"). rare It Or ».eL 1n1.Pal.UI IS. 1' ter r N• »Ion1aN Iran nl"I. IxteTl. IIA. fIwR,dpM.mnJmM1. I I I!. wim Tw,(att.I wr.w) ' 1I Il. b• l.he • IS' ..I.A.N IM LMI. IMM,. TEMPORARY BLOW—OFF lI. ]Y wirembN Ilwn w. Irtn,. MT[.1��� CLIIT r011 1' ![N]C STACK DETAIL I, 1• Nwr tM. ]. 6•by t I 1.w..INIT I. I•(IYWI IOWA WA Pb M(lull awwiN for N.flw[I .. two.I—..wt iron .a.. Sol. .1.'.lrw C.w w-I of.twat. IbM.re I• ere .F.Ien tin .gals rem ewabn. t.,t. b "I. S. 1' FMUI. t! PVC.lffl. IMIR r.1R1. R No ware I.I. Inwl.ter rtw..n e1w1NIF t.1..M to lawl.r tM w .r III.. Ira ae.lat.rin-11r want.' proton'... 1, I• IOr n CPar.w.lr tlatlN`IrN CIS-11 er N»l. 1. [Ifa •t• rft ...f•r (emir. 1.rr a fit. I. ]' .FIN Jelwt.11. M1N Iwf•11 F wr.l. GtSTIRON OR .. c...'fe. .10 ho-raw, rare Vp•11-IL i I, ww•:, alto rertll InIF.aM•at wire(. IY.rt f1 t III,at M..r . A.........ter t e=.IM pUCiI LE IRON le. lr.a.IS" ]• .lw—.ff mea. wI ..Lt. NATERNAIN FOR SERVICES IRON EXISTING •ATERN4NS INSTALL MRD 16 I...w ."It M wee11N q N y aM City wf Mwt—.— I..t.i1ew..r.II .w u e< tM a]0]STYLE SADDLE 1117f apole., .lor. .a..�a11.N Fwwtarmw of"it' .M pnwwn u. 1). 11• . ]P wawa ` rtw aw..tt. V.• ...Ir»I e1. N Viet•e wl,. rw•al»wue Iwl N. r. IT r.rr.er wwl I—In.wfilh, Iw•ft...ran .r tTl emit. Twa IxieTl pore<-If•ll er wwl. TM MCFrtY ALTERNATE CONNCTION DETAIL I• ••owt.f. '"' '"11r""' »'"e'f`•`t•" ""•`""»•' S.•"» •.rlw' FOR EXISTING WINS u. ]•rtem nehe. IrL.rim. rare Ir w wwl.(rn.I ra0 15. l• lahe won Ilan nlf.b Ixim. IIA. M.,.PInmfN waW 11. :^T.lem.e.wrwl Il, tC• IM • Y Ia1vw,NN 4.n nlepl• InlRl. lI. Y wbrbN lrn cq Ip1rT1. WATER STANDARD DETAIL NOT TO {CALL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 1r_-3 SEW LpyEM[IHP 1 IIY'.fl%'CONQEtt WTEM WK IN UNIwNOV[O RIGHT Of WAY `I MTN LIE'ETEEL OIAMDMO MELATEER LIM IMTALL METE K SOX AT PROPERTY - OOVEREOUAL TOFOE,TITE IT it / E a SEAL CO.IO METER EON I NOEWALK ' MINIIMM GIW•• WATER MISTER TO 01 EUMUED EY INS OITV FORD OOPEERS[TTER IT JOINT INMJUTED COUPLING VMEA I2W 111 IT POGO C•lA1LDLOl W41 VNMIEN I- I FORD OILSANE•Ef 111\ TVPE'K-SOFT COMER TUEIMO TYEE-K-SOFT DOWN[ TiNIM6 1, Y RADIW IEMM.1 h%° r RAOILM(MIN.) LALTIAOAOR LOM Go.TO UMTEROME Of WATER IF SERVIU LINE TO HOUSE IS TO S/ OLII LE IRON 141NTOEROvIOESLAOKINCOMER INSTALLED IN THE FUTURE INITIALS. WATEIMAM MAVIU LINE TO METER FORD CIADORu FIOT A COWRISSSIW COWLING WORE D IT'ON wOP.FORO TAEEREO E"OR I-VALVANI2E11 11 4 2M° I PoA fERV K[S FAOM EMSTING. 'EL. KEESTGO,C[ME MT OR FVC WATER MAINS INSTAII OOUELE STARE SEAVICE CLAM, EOUAL TO MUELLER CO 1 3/4" & 1" Water Service WATER STA14DARD DETAIL 3 CITY OF RENTON IIIiEEE DEPARTMENT OF PUBLIC WORKS eeu nblrrme/fo "OSTOSCALI )"W I.r% K\YK KIM all w WIYI KINs{ YNK KNRII SAKL N INTALLID AT 1N Nt"M rUn N OK. 1)u4 I"NNIn S1WN. ".. M's IA•~IN WN An~GYpOr N 1041411a, F."IN WMOU Krl.N UN 10 )"MK QtG Iql LN.n.IN MW N.LNHIPi M[K 4%1"l• N. �j pH fI"$lKttt K MtKLU. Y'W1N4tD / r0 111 IT'.N'cmwTf mu.as vllx W WE,=n NwnO, f/f'STttL 111 10 Ton CMI NII. INulN1Iw NDVI LDMI le IWIM KTN n.L L0. WIMO HH N. )Rw DN. %I)..eun. YIIIM {NW.IHLf L,v..J..ill -I' 70• NN 41611 WML[ NM{Y NNW Tfl ( .IHtt Y'A Dt.O GKIsI MT)f 4n WN.liw 11, a I. Ntwanl wP1 nH TO K0-KM..IK LOC 16. K t It'LW�� l-)"%� NMS YIYY ILNI WMLI N1K[Y NX% Y'WYNI)to iAM HT! )'.W YIM 1/0 NLl IN L NW. �:. y �.w0•• �I.y .•�l�e�:W.y ~i ::pty i I I X N.OS Ofl 61.0 •>+, . �.;c•' tr �:.y?Q CWI'Nrly WK N• K.D. G I.r. 1NlN la tnru. IW4 to ��,�ll . ••II 1. ;C•• .: .�•4 cY.. . >Rl,.• '. 1Ylu{A Co. WSNo WYIL rN11K, NLNiII �.OY 11"ND p1uN0 p 1" 1 TV[r0 fll RN rN Wu ��J I,•�• Gla GWNI[ trW t{Nlcl GLM YItY IH rD .I-w w[ut..wLN m IpAK If WILL,la. N. wsx N towL 2" AIR 6 VACUUM RELEASE VALVE ASSEMBLY WATER STANDARD DETAIL CITY OF RENTON wT to uuc DEPARTMENT OF PUBLIC WORKS mot. MID DEAD MAN BLOCKING WITH SHACKLE ROD To CAP ( ' I I I I TIr.[rr I nr nnr wer P A 0.0CKw[LL 4*2f2 p0 l..• collAl.rsi, r m rift r Ymure Nr aee•uu WK•IK. Jr.[l.e PLAN. M ll[[l Is It. WKl.Co., Re..e V. r Tw Uri".NYI TII nlw.rY Yn 1"V.[Ti,TY TO III T I'"\ r' e Ir n a K Awlre IrTY� e•r M Yr.xY.le r WWIIIO IO�.In r'MA Wr. YYre r neu•nnl r'"Milne ow"In YNI.W M nY[ le.lTll n TIT •r•w l[.. SCf Z• OPPSET TAP AT OdTrbm ELEVATION TEMPORARY 26 BLOW-OFF ASSEMBLY FOR a MAWS ANO SHALL.E2 10 AND ►,AR46L MAINS WILL 2EQu12E A FIRE HYDRANT FW_ SL W-OFF WATER STANDARD DETAIL PARTIAL REJ CITY OF RENTON ISlON YOINiW DEPARTMENT OF PUBLIC WORKS 2....�.rre.� MR.MI. tr rnn.r.wwTrn �f 1 r.K/fl at"" 1, tnTYl f-Y'uKt - I tilt aw+m rwl[ n«u((-r'K u,rrwf P(if[wR rnr r —t [lwa tweKR olftnr rtw r w�[tW t'M'[NM .r%; +' tr'.M PLAN M "V,K ro""..a,to It Cumr( D{ 6(w+6{ nl[t MT it r(e K., refry( (.KrR wRr Kt ar. liar n rrt•rue to.,form I"",,,Ica flwMo run anal WI t0e., (al R rir-Tln wR. tfKrn w[nK 11M.TD 0.1 ur to .0 n wnr". t♦ Py .� Alls l-HI 4 afw� at.(T.ro m t'(rn wn, acre Re )"Clop .Irrll KM(.ear .t .M 1 al Y'tf' afY rr"fit.I-.I I. CDFF//L t•){ aw,L ' KIWI.W a r1K LLnr.A r0 t alMt is N_rl. Wn((Y.(l*us In C.I. CM 09 FLYG WtRI 2° our clad f.("rM fM EMI. OFFLK 7W fl(A.L SO A frJAtiL 0U 400 ad lvrltb* tQ.da OP•`.] rwr t.arrl..n tT,""m Ili Co.,. fer My[i IM.'(. tat Mlt rlrl VDTE 1^ATBRIAL To BE 'q o0 aa_f . -� ELEVATION PCRMANENT 2" BLOW-OFF ASSEMBLY For 8" N+o SMA(L64 MAWS WATER STANDARD DETAIL CITY OF RENTON ?ARrwl REVISION -- z/w/8b am 70 {c� DEPARTMENT OF PUBLIC WORKS DECHLORINATION TREAT A M PROCM AMOUW OF w MCALS REOUNRI): 0b&AVV~b b mfflp p by M lNW* d1b1•a)K1Cbn of Tlb KKf 0+ n M-, won, ► M o!•"avnMSA1 cl p n M pV of ft elm how n T p 1 TID DRpU!d M d,.!•pp, ouwo w Tm t"be 9,•01 a a.Wtnb.on p,..s&mom"w in epm,,.ba Dori TW 1 bma m M-.a'.l,b d D yp.ro N,.rawi ftd ,7M=Mb(14 w ppmb) r+pl,.aorsiK..a,n w oo.rr. TW,-w pi.p.-1me 0•p1 MM•fib TAM 1 Tbdr.Op Y,.D!'M!M%ft.mp Fbu,b a 0•a.nvbbn Cr,d•,:i,a.J b Nbw.V N„p,a Miw,&ARM W^,*o ) FDrtlW chk l Cp,sb..pb 4 F wr 1,ODD Orpb d D1DM T.plol pr.1►-1me bw M,D Owe iuN Ch@MW WA&VA"MOW PWAO) ?a@" chW 7p..n� C.pnr� Coeb,!•w, T/O•bb MOu„ RA fto pw u G ) ow-4mWrmb) 6,..b Wr0,1a ) tl tl o. •.0• of a 0 9 .D s• on o1. w tl 1D on ow r&MOD!1%DY"QM pDd..OMw.d M O.dOwrYan dKw.al w w p.pb.D DT as anr9 M71e a d.a� dbn.0ll,gyp n 1me. a w WNM p op.mp.n.OMM.M cr „ ow wl to .,b,n.•p,KIID M cim NY OORIfiMYY down" APPLIC,TXW LOCAL EUPPUERS L M.p,. bV Fp.K,..DKKbb.00&9 MDO W b•wrw OT ONK"V M Wn VM ry Ralg n db„bbp.rw n.eD,Krnnwn).gyp.ro.00Dq wn cmDrHcu @m 5 27m ,Nvp M,•.u,•p lr,pKe of!dmti� K.,K.W TO•0730151 O In WW •emrKKv Pod"*a. im Fw Wp pp awn m,Wn.ln,a M dwa.bbp wN,• N,p•bm,.VK C" 0,01mcbw TM!po',•b T•pa,b.KM To!5724= bl M dbnntlW MW w M!p p!OdiYK r!.M,�,0,• m.W M acww.o� ftm" Th!l.o,p..ww nb d tl.ak+�,K pro alnbe p o pork.Dlwor�fl,p�o<1m�.0 cp. k�cumwiD„1pR 0! Sla N E 2 rwy di•„SKr ebvn!•!m w d wr,,,Dnr oDp,Onu,M pKaO ,04/.0 b eM 0,•dDalOrp 101w 0pn M ppY,! Mbee 'M TO.575-II20 b m5624794 PROCESS FLOW WARN& cl , 1% Calp.i,l" My! pKl Mw a slpob Co,bK.nb! OsrWp.n CO O,bm.b0 U.,n &I mm" ftvd D W) WATER STANDARD DETAIL CITY OF RENTON DEPARTMENT OF PUBLIC WORKS X City of Renton Call for Bids 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 t i Sealed bids will be received until 2:30 p.m. , Wed. October 21, 1987 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 40 working days °rom the date of commencement under this contract shall include, but not be limited to: Install approximately 2700 lineal feet of 12" Ductile Iron Watermain, Fire Hydrants, and Water Services together with all required aprirtenances, and the complete restoration as set forth in t-2 design drawings and specifications. The City will supply all fire hydrants, 8" and 6" pipe, and approximately 1400 lineal feet of 12" pipe. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained at the Public Works Department office at the Renton Municipal Building for a non-refundable fee of $ 25.00 each set plus $ 5.00 to cover postage, if mailed. A certified check or bid bond in the amount of five percent (5%) of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discrimination Policies shall apply. Maxine E. Motor City Clerk Published: Record Chronicle: October 7 and 14, 1987 Acct. #51226 Daily Journal of Commerce: October 9 and 16, 1987 CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Businesn Enterprise Participation *Certification of Bidder's Affirmativc Action Plan ' *Combined Affidavit and Certificatioc Form: Non-Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Supplemental Provisions Special Provisions Standard Drawings Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 1G.23.DRT:mf CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the Specifications; to include, but not be limited to, the installation of approximately 2700 lineal feet of 12" Ductile Iron Water Main together with all valves, hydrants and appurtenances and the transfer/replacement of the water services from the old steel mains being replaced, and the complete restoration of all public and private property to it's original condition. Any contractor connected with this project shall comply with all Federal, State, County and City Codes or regulations applicable to such work and perform the work in accordance with the plans and Specifications of thiq contract document. The City will supply all fire hydrants, b" and 8" pipe, and approximately 1400 lineal feet of 12" pipe. All other materials shall be supplied by the contractor. rt CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 SPECIAL PROVISIONS 1-05 CONTROL OF WORK 1-05.5(2) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION) Construction staking and as built notes shall be supplied by the contractors surveyor as provided in the supplemental specifications, and paid for as "Construction Staking and As-Built Notes and Drawings, Per Lumn Sum." 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) Private property such as plants, shrubs, trees, fences, and rockeries within the public right-of-way or Easements shall be removed and restored to the satisfaction of the property owner. It shall be the contractors responsibility to notify each property owner when ;.t is necessary to remove such improvements to facilitate the contractors progress, and to remove those improvements to locations requested by the property owner or to restore them in their original location in as near original condition as possible. All lawn within the area to be disturbed by the contractors operations shall be cut with a sod cutting machine, removed and stored until the trench is backfilled and compacted and then replaced. While stored the lawn shall be protected and kept watered. After replacement the disturbed lawn areas shall be watered a minimum of four (4) times a week for three weeks. The watering shall be of such duration as to soak the replaced sods thoroughly and promote good root growth. Such removal and restoration shall be considered incidents' to the bid item "Remove and replace lawn and landscaping," per Trench Foot and no further compensation will be made. 7-11 PIPE INSTPLLATION FOR WATERMAINS 7-11.3(09)A CONNECTION TO EXISTING MAINS (SUPPLEMENTAL SECTION) All connection:, to existing mains shall be made by City forces. 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION) All existing services shall be replaced by passing a high strength steel wire through the existing galvanized service and pulling the old service out while pulling the new copper service in. No open cutting of the road will be allowed for services unless it is not possible to replace a service by pulling, jacking or spudding. No payment for lawn or landscaping restoration will be made for services except that covered at the watermain connection. All costs for restoration 1 shall be included in the price of the service connection type I, II, or III. 9-30 WATER DISTRIBUTICN MATERIALS 9-30.1 PIPE (SUPPLEMENTAL SECTION) The City will supply approximately 1400 lineal feet of 12" ductile iron pipe, and all 8" and all 6" ductile iron pipe. The contractor will be required to pick up the pipe at the City Shop at 3555 N.E. 2nd Avenue, Renton, Washington, and deliver it to the job site. The contractor shall supply all new gaskets for all City-supplied pipe. 9-30.5 HYDRANTS (SUPPLEMENTAL SECTION) The City will supply all fire hydrants. The contractor will be required to pick up the fire hydrants at the City Shop at 3555 N.F. 2nd Avenue, Renton, Washington, and deliver them to the job site. The contractor will supply the tee, valve, shackle rods and bolts, and gaskets used in the hydrant assembly. City of Renton . Public Works Department 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. .Show unit prices in both words and figures and where conflict occurs the written .r typed words shall prevail.) F APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CT . 700.0 12" Ductile Iron Pipe Linear Foot Tyton Joint Per Linear Foot Words figures 002. 2.0 12" Cate Valve w/Concrete Vault Each Per Each 003. 6.0 S" M.V.O. Fire Hydrant Assembly arh Complete Per Each i 004. 4.0 8" Gate Valve w/Cast Iron Valve Box Each Per Each 005. [.0 6" Gate Valve w/Cast Iron Valve eox inear Foot Per Linear Foot 006. 84.0 8" Ductila Iron Pipe Tyton Joint Linear Foot Per Linear Foot r 007. 5.0 6" Ductile Iron Pipe Tyton Joint .inear Foot g Per Linear Foot -- 008. 540.0 Bank run Gravel for Trench Backfi: ' on Per Ton Page - 1 City of Renton . Public Works Department 84th Avenue South STEEL WATERMAIN REPLACE44ENT - W-925 So. 126th St. to So. 134th St. SCHEDULE OF PRICES (NOTE: Unit pric or all items, all extenrions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed w, rds shall prevail.) ITEM APPROX. ITEM WITH LNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. 009. 490.0 5/8 Minus Crushed Rock for Pavement on Patching And Shoulder Restoration And Trench Backfill Per Ton Words igares 010. 21.0 Asphalt Concrete Class "B" for Ton Pavement Patching Per Ton 011. 1.0 Water Service - Type I Each Per Each 012. 19.0 Water Service - Type II Each S Par Each O1s. 1.0 Water Service - Type III Each Per Each 014. 1.0 2" Water Service without Meter Each Per Each 015. 1.0 Air and Vacuum Valve Each Per Each 016. 35.0 Rock Retaining Wall for Fire Square Yar Hydrant Per Square Yard - Page - 2 0 City of Renton . Public Works Department 84th Avenue South STrdL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in bath words .nd figures and where conflict occurs the writter, or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS. 017, .0 2" Permanent Blow-off Assembly ach Per Each Words �igures 018. 0.0 Solid Rock Excavation ubic Yard S _ Per Cubic Yard Subtotal SCHEDULE A F.1% Sales Tax Total SCHEDULE A § Page - 3 City of Renton Public Works Department 84th Avenu. South STEEL WATERMAIN REPLACEME.., - W-925 So. 126th St, to So. 134th St. SCHEDULE OF PRICES (NOTE: Unit prices for oil items, all eztentions and tote; amount of bid rnust be shown. Show unit prices in both words end figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM. WITH UNIT PRICED BID UNIT PRICE AMOUNT N0. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS T 5. 001. 2700.0 12" Ductile Iron Pipe Linear Foot Tyton Joint Per Linear toot Words igures` 002. 2.j 12" Gate Valve w/Concrete Vault Each b Per ac 003. I6.0 5" M.V.O. Fire Hydra:.: Assembly Each Complete Per Each 004. 4.0 8" Gate Valve w/Cast Iroi! Valve Box Each Per Each 005. 2.0 6" Gate Valve w/Cast Iron Valve Box Linear Foot b Per Linear Foot 006. 84.0 8" Ductile Iron Pipe Tyton Joint Linear Foot Pcr inear oot — 007. 35.0 6" Ductile Iron Pipe Tyton Joint Linear Foot Perinea. 008. 540.0 1 Ton Sank ru. Gra.el for Trench Backfill S Per i in --- Page - I '� lw City of Renton . Public Works Department 84th Avenu, South STEEL WATERMAIN REPLACEME.. - W-925 So. 126th St. to So. 134th St. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) :TEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOU, NO. QUANTITY (Unit Prices to be h1ritten in Words) DOLLARS CUTS. DOLLARS gTS. 009. 190.0 5/8 Minus Crushed Rock for Pavement Ton Patching And Shoulder Restoration And Trench Backfill b Per on Words igures 010. 21 .0 Aspnalt Concrete Class "B" for Ton Pavement Patchinc Per Ton _ 011 . 1.0 Water Service - Type I Each Per Each 012. 19.0 Water Service - Type II Each Per Each -- 013. 1 .0 Water Service - Type III Each Per ac 014. 1 .0 2" Water Service without Meter Each 1 Per arch — - 015. 1.0 Air and Vacuum Valve Each Per Each 016. 35.0 Rock Retaining Wall for Fire Square Yard Hydrant b Per Square Yard Page - 2 City of Renton . Public Works Department 84th Avenue Soputh SSTEEL WATERMAIN REPLACEME... - W-925 So. 126th St. to So. 134th St. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentlons and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID JN11 PRICE =UNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. 017. _.0 2" Permanent Blow-off Assembly ach b Per Each ___Vu_r_d's' 19ures 018. 50.0 Solid Rock Excavation Cubic Yard IPer C bic Yard -' Subtotal SCHEDULE A 8.1% Sales Tax $ Total SCHEDULE A b — Page - 3 AWARDED Coy„ract No. CAG 4�11 TO ♦ BID PROPOSAL & SPECIFICATIONS MILITY ENGINEERING FOR: WV 925 84th AVE. S. STEEL WATER MAIN REPLACEMENT I w CITY OF RFNTON PUBLIC WORKS DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE. S. RENTON, WASH. 98055 . (2061235-2631 CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACE:fF.NT Water Project No. W-925 INDEX Summary of Fair Practices/Affirmative Acti.,n Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Business Enterprise Participation *Certification of Bidder's Affirmative Actin Plan *Combined Affidavit and Certification Form: Non-Collusion Antitrust Claims 'y Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Supplemental Provisions Special Provisions Standard Drawings Documents marked * above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 1G.23.DRT:mf CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Wa'.er Project No. W-925 SCOPE OF WORK The work involved under the terms of this contract document shall be full and complete installation of the facilities as shown on the plans and in the Specifications; to include, but not be limited to, the installation of approximately 2700 lineal feet of 12" Ductile iron Water Main together with all valves, hydrants and appurtenances and the transfer/replacement of the water services from the old steel mains being replaced, and the complete restoration of all public and private property to it' s original condition.. Any contracter connected with this project shall comply with all Federal, State, County and City Codes or regulations applicable to such work and perform the work in accordance with the plans and Specifications of this contract document. The City will supply all fire hydrants, 6" and 8" pipe, and app:or.imately 1400 lineal feet of 12" pipe. All other materials shall be supplied by the contractor. r • �� .1al 1' ` • ii i�' • 4 Nf.l �• •ST, • �_ s:-N.t� 31 � � 1./1 It 1� --j I SY ICI Inl �-If I,�,I,lad ,,/a ' t t, 1 I y .�2 1 1 _ I^ „�1,1). yip r • ,�.,4 9 M H Nit 1t• '., + • • [ t �� Ml. t't � 1 t4 9 a a '- �' NE � z'�1/1 V'� � � tl 11 Z �t . W a r 1 Lla = I;, 6 •5 x I } y1 16 `�j m I1 ii... � ,• 1 lap u t 11���JJJr LL 1. N.f I 1 T a .• .;2 1 ita N l Pl lu '- '• . A f ET If • 2 n i '3l_r ' 3 n S 4 : F, r • 4 Io K I t 4 let _ „ Il to e e r r la { n n In I I is I SL- PROJECT IOt� s� all 1 • • i0 1cc f V 'ram 1 •• „ q un HH 1 • . M � t - ' 1 l ♦ 1 1 I l 1 W I f 1 .•.� ���+• ��������..r♦ ` . •1 N. . � �r s• _ a • KIWANIS --- -- --- --- ' ,O, '. • ,. W `' „ ;. ` ' l � . w HONEY DEW M ELEMENTARY SCHOOL. • a 4 A W I 11, , w t 7 fl1 ! I _� - t • • run -,�. —1 I H tt{ ,SII 11 I 11 n N,f ,•JP 1t I L._-.__.� r _ 1II i •' ! `. xii is : � ��� r nl � ! �l7 „ � �f L+ y_-..- 1 j1 tl • 1 ' f • f , • • ., [. + -�wJTJ =_• _ l �1. O,q t• H N n t• u f 11 if I fl • • ': .w n• .9. f/I + • 1 a + a all f ,— _ f c ' • ' I CI 1 C. F RENTON L► '.AT M t NT Or ► J 0 L I C W OItKL I I M97 I-RESIDENTS PARK t— I� STEEL WATER MAIN REPLACEMENT ' I [wtgl0 •blr'�TVa nne wey�f•.tr� S City of Renton Call for Bids 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 Sealed bids will be received until 2:30 p.m. , Wc.d. October 21, 1987 at the City Clerk's office and will be opened and publicly reA in the 4th floor conference room, Renton Municipal Building, 200 Mill Avenue South. The work to be performed within 40 working days from the ,Iats of commencement under this contract shall include, but not be limited to: Install approximately 2700 lineal feet of 12" Ductile Iron Watermain, Fire Hydrants, and Water Services together with all required appurtenances, and the complete restoration as set forth in the design, drawings and specifications. The City will supply all fire hydrants, 8" and 6" pipe, and approximately 1400 lineal feet of 12" pipe. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. Approved plans and specific,: ions and form of contract documents riay be obtained at the Public Works Departsent office at the Renton Muricipal Building for a non-refundable fee of $ 25.00 each set plus $ 5.00 to cover postage, if mailed. A certified check or bid bond in the amount of five percent (5%) of the Lit&1 amount of each bid must accompany each: bid. The City's Fair Practices and Non-Discrimination Policies shall apply. Marine E. Motor City Clerk Published: Record Chronicle: October 7 and 14, 1987 Acct. #51226 Daily Journal of Commerce: October 9 and 16, 1987 City of Renton . Public Works Department 84th Avenue South STEEL WATERMAIN °EPLACEMENT - W-925 So. 126tr. St. to So. 134th St. All Materials Supplied by Contracto. SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS DOLLARS CTS 001. 1300.0 12" Ductile Iron Pipe Linear Foot Tvtbn Joint t Pqr Linear Foot Words Ff ures 002. 2.0 12" Gate Valve w/2" by pass E,_ch Per Each 003. 4.0 8" Gate Valve w/Cast Iron Valve Bo Each 1{ J [ Per Each 004. 2.0 6" Gate Valve w/Cast Iron Valve 3o Linear Foot Fer Linear root - 005. 540 0 Bank run Gravel for Trench Backfil Ion Per Ton 006. 450.0 V8 Minus Crushed Rock for Pavemen ' Ton Vatchi.ng And Shoulder Restoration And Trench Backfil.l Per Ton `7�---- 007. 21.0 Asphalt Concrete Class "B" for I Ton Pavement Patching Per ;on 008. 1.0 Witer Service - ':ype I Fact) S Per Erch _ - Page - 1 City of Renton . Public Works Donartment 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNI; PRICED BIC UNIT PRICE AMOUNT NO, QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. 009. 19.0 Water Service - Type II Each s Per Each ords Figurrs ' 010. 1.0 Water Service - Type III Each Per Each --_. 011. 1.0 2" Water Service without Meter Each Per Each 012. 1.0 Air and Vacuum Valve Each Per Each Rock Retaining Wa'.1 f^r Fire .ire Yarc Hydrant 5 P,r Square Yard 014. 2..0 2" Permanent -low-of Assembly Each Per Each 015. 50.0 Solid Rock Excavation Cubic Yard Per Cubic Yard Page - 2 Steel Main Rep(. 84th Ave. S. (124 to 132) -W--92 5 Contract Mas+ers City of Renton . Public Works D,Waztment 84th Avenue South STEEL WATERMAIN REPLACEMENT - W-925 So. 126th St. to So. 134th St. All Materials Supplied by Contractor SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS TS. Subtotal SCHEDITLE A $ 8.1% Sales Tax h Total SCHEDULE A Page - 3 City of Renton . Public Works 1`.^nartment 84th Avenue South STEEL WATFWIN REPLACEMENT - W-925 So. 126th St. to So. 134tb St. All Pipe and Hydrants Supplied by City SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail) ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS T 001. 1400.0 12" Ductile Iron Pipe Linear Foo Tyton Joint Per Linear Foot or Figures 002. 84.0 8" Ductile Iron Pipe Tyton Joint Iinear Foo Per Linear Foot 003. 35.0 6" Ductile Iron Pipe Tyton Joint Linear Foo C Per Linear Foot 004. 6.0 5" M.V.O. Fire Hydrant Assembly Each Complete Per Each Subtotal SCHEDULE B 8.1% Sales Tax $ Total SCHEDULE B —" TOTAL SCHEDULE A TOTAL SCHEDULE. B GRAND TOTAL ALL SCHEDULES Page - 4 HMY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMB:R 25, 1987 OCCUPATION: FLwGGERS LOCATION: CLALLAM, GRAYS HARBORS ISLAND. JEFFERSON. KING. KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUt. WEST TO THC PACIFIC CCEAN), PIERCE. SKAGIT, SNOHOMISHS THURSTONs WHATCCM COUNTIES, AND YAKIMA COUNTY ( THAT PCRTIOh LYING WEST OF THE 120TH MERIDIAN ) . FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 260-0010 FLAGGER 10. 78 260-0020 FLAGMEN OTHER 260-0000 STATE: OVERTIME—ALL HCURS IN EXCESS OF 8 HOURS PER DAY OR 40 HCURS PER WEEK SHALL BE PAID AT CNE AND ONE—HALF TIMES THE REGULAR RATE OF PAY. 260-9010 STATE: OVERTIME — ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAIO AT ONE AND ONE HALF TIMES THE REGULAR RATE OF PAY. 84TH AVE. WATER MAIN PAGE 1 HWY-R3232O-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 OCCUPATION: LABORERS LOCATION : CLALLAP, GRAYS HARBOR• ISLAND• JEFFERSON, KING, KITSAP, LEWIS. MASON. PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH• THURSTON, WHATCOM AND THE PCRTIGN OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA FRINGE BENEFITS WAGE. RATES OCCUPATION OCCLPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING •A*sfs GROUP 1 3SO-210L WINDOW CLEANER GROUP 2 350-0091 BATCH WEIGHMAN 350-0461 CRUSHER FEEDER 350-1264) PILOT CAA 350-1871 TCOLROOM MAN (AT JOB SITE ) GROUP 3 350-000I BALLAST REGULATOR MACHINE -_ 350-0241 CARPENTER TENDER 350-0271 CEMENY FINISHER TENDER 350-0310 CHIPPER 350-0340 ChUCK TENDER _ 350-0390 CCNCRETE FORM STRIPPER 3SO-0471 CURING CONCRETE 350-0520 DEMOLITION, WRECKING AND MCVING (INCL. -- CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 350-0810 GABION B,%SKET BUILDER _.. 350-CE21 GENERAL LABORER 350-0860 GRINDERS 350-1371 PCT TENDER -_ 350-1391 POWOERMAN HELPER P4TH AVE. WATER MAIN PAGE 2 HWY-R32370-AA PREVAILING MINIMUM HOURLY MAGE RATES SEPTEMBER 25. 1987 OCCUPATIONS LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENCED DUE WEST TO THE PACIFIC OCEAN) , PIERCE* SAN JUAN, SKAGIT* SNOHOMISH, THURSTCN, WHATCOM ANO THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE •***** FEDERAL WAGE RATE GROUP LISTING •sirs• GROUP 3 350-1765 STAKE HOPPER 350-1080 TCPMAN - TAILMAN -- 350-1941 TUGGER OPERA70R -- 350-2030 VIBRATING SCREED ( AIR, GAS CR ELECTRICI -- GROUP 4 3SO-0051 ASPHALT RAKER -- 3S0-0250 CEMENT DUMPER - PAVING -- 350-0421 CONCRETE SAW OPERATOR -- 3SO-0650 DRILLER - WAGON AND AIR TRACK OPERATOR -- 350-0720 FALLER ANC BUCKER - CHAIN SAW -- 350-OE30 GRADE CHECKER -- 350-0951 HIGH SCALER -- 350-0966 NCO CAkR1ER -- 3SO-OS81 JACKHAMMER -- 350-1091 MANHOLE BUILDER -- 350-1200 NCZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN -- USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST* GUNNITE, SHOTCRETEI WATER BLASTER 350-1256 PAVEMENT PREAKER -- 350-1315 PIPE RELINER (NOT INSERT TYPE ) -- 3SO-1280 PIPELAYFR AND CAULKER -- 350--L485 RAILROAD SPIKE PULLER (POWER/ -- 350-1753 SPREADER (CONCRETE) -- 350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES -- 350-LO40 TAMPER (ML'.TIPLE ANO SELF PROPELLED) -- 84TH AVE. WATER MAIN PAGE 3 HMY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 OCCUPATION: LNBORERS LOCATION: CLALLAP, GRAYS HARBOR, ISLAND• JEFFERSON, KaNG• KITSAP , LEWIS. MASON. PACIFIC INCRTH OF WAHKIAKUM COUNTY NORTHERN 8CUNOARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ) • PIERCE. SAN JUAN• SKAGIT, SNOHOMISH, THURSTON, WHATCOM ANC THE PCRTION OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION SPATE CODE DESCRIPTION RATE •***** FEDERAL WAGE RATE GROUP LISTING •�sMst GROUP 4 350-1820 TAMPER AND SIMILAR ELECTRIC. AIR AND GAS -- OPERATED TOOLS 350-1865 TIMBERMAN — SEWER (LAGGER. ShCRER. G CRIBdER) -- 350-1905 TRACK LINER (POWER) -- 350-2000 VIBRATOR _ 350-2091 WELL—PC1hT MAN _. GROUP 5 350-0200 CAISSON WCRKER 350-1110 MINER 350-1380 PCWDERMAN 350-1500 RE—TIMBERMAN OTHER 84TH A1E. WATER MAIN PAGE 4 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: LABORERS P LOCATION: CLALLAM, GRAYS HARBOR• JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE, SNOHOMISH AND THURSTON COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.75 $/HR. PENSICN 1.55 S/HR . TRAINING FUND .13 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE STATE WAGE RATE GROUP LISTING GROUP 1 350-210L WINDOW CLEANER 8, 46 GROUP 2 350-0090 BATCH WEIGHMAN 10. 78 350-0460 CRUSHER FEEDER 10.78 350-1260 PILOT CAR 10.78 350-1870 TCOLROOM MAN (AT JOB SITE) 10.78 GROUP 3 { 350-0080 BALLAST REGULATOR MACFINE 15.21 3SO-0240 CARPENTER TENDER 15.21 350-0270 CEMENT FINISHER TENDER 15.21 350-0310 CHIPPER 15.21 350-0340 CFUCK TENDER 15.21 350-0350 CLEAN-UP LABORER 15. 21 350-0390 CCNCRETE FORM STRIPPER 15.21 350-0470 CURING CCNCRETE 15.21 350-0520 DEMOLITICN, WRECKING AND MOVING ( INCL. 15.21 CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 15.21 350-0810 GABION BASKET BUILDER 15.21 350-0820 GENERAL LABORER 15.21 350-0860 GRINDERS 15.21 350-1370 PCT TENDER 15.21 94TH / VE. WATER MAIN PAGE 5 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: 1ABORERS LOCATION: CLALLAM, GRAYS HARBOR• JEFFERSON. KING• KITSAP. LEWIS. MASON, PACIFIC, PIERCE, SNOHOMISH ANL THURSTON COUNTIES WAGF RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ssttss STATE WAGE RATE GROUP LISTING •puts GROUP 3 350-1390 PCWOERMAN HELPER 15.21 350-1765 STAKE HOPPER 15.21 350-1880 TOPMAN - TAILMAN 15.21 3SO-1940 TUGGER OPERATOR 15.21 350-2030 VIBRATING SCREED ( AIR. GAS CR ELECTRIC) 15.21 GROUP 4 350-0050 ASPHALT RAKER 15.69 3SO-0250 CEMENT DUMPER - PAVINi 15.69 150-0420 CCNCRETE SAW OPERATCR 15.69 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.69 350-0720 FALLER AND BUCKER - CHAIN SAW 15.60 350-0840 GRADE CHECKER AND TRANSIT MAN 15.69 350-0950 HIGH SCALER 15.69 350-CS65 HCD CARRIER 15.69 3SO-0580 JACKHAMMER 15.69 350-1C90 MANHOLE BUILDER 15.69 350-1200 NCZZLEMAN (CONCRETE PUMP• GREEN CUTTER WHEN 15.69 USING COMBINATION OF HIGH PRESSURE AIR ANU WATER ON CCNCRETE AND ROCK. SANDBLAST. GUNNITE. SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 15.69 350-1315 PIPE RELIhER (NUT INSERT TYPEI 15.69 3SO-1280 PIPELAYER AND CAULKER 15.69 350-1485 RAILROAD SPIKE PULLER (POWER) 15.69 350-1753 SPREADER !CONCRETE ) 15.69 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES 15.69 350-1840 TAMPER )MULTIPLE ANO SELF PROPELLED) 15.69 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.69 OPERATED TOOLS 350-1E65 TIPBERMAN - SEWER (LAGGER. SHCRER. 6 CRIBBER ) 15.69 84TH AVE. WATER MAIN PAGE 6 HWV-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: LABORERS LOCATION: CLALLAM. GRAYS HARBOR, JEFFERSCN, KING, KITSAP. LEWIS. MASON. PACIFIC. PIERCE, SNOHOMISH AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE **sags STATE WAGE RATE GROUP LISTING +***** GROUP 4 35G -1905 TRACK LINER (POWER ) 15.69 350-2000 VIBRATOR 15.69 350-2093 WELL-POINT MAN 15.69 GROUP 5 350-0200 CAISSON WCRKER 16.05 350-0535 GIVER 16.05 350-1110 MINER 16.05 350-1379 PCWDERMAN 16.05 350-1500 RE-71MBERMAN 16.05 OTHER 350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EACESS OF 8 HRS./DAY OR 40 HRS./WK.r MON. THPU FRI . , AND ALL HGURS WORKED EN SAT. (EXCEPT A MAKE- UP DAY) SHALL BE PAID 1 112 TIMES THE REGULAR RATE. ALL YOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE. 350-9351 STATE. HOLIDAYS - NEW YEARS DAY• MEMORIAL DAY. 4TH CF JULY. LABCR DAY, THANKSGIVING DAY. FRIDAY AND SATURCAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE HIGHEST LABORERIS CLASSIFICATION SUPERVISED. 350-9355 STATE: FOREMAN - SHALL RECEIVE $0.50/HR ABOVE HIGHEST PAIO CCCUPATION SUPERVISED 84TH AVE. WATER MAIN PAGE 7 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM* GRAYS HARBOR• ISLAND• JEFFERSON* KING. KITSAP* LEWIS, MASON* PACIFIC ( NCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENCED CUE WEST TO THE PACIFIC UCEAN)* PIERCE. SAN JUAN* SKAGIT* SNCHOMIS149 THURSTCN* WHATCOM ANC THE PCRTIOK OF THE FOLLOWING CCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA FRINGE BENEFITS WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 1 570-5501 CRANE 100 TONS AND OVER CR 200 FT. CF BOOM -- INCLUDING JIB ANO OVER 570-5506 LCADER, 8 YARCS AND OVER -- 570-5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER -- GROUP 2 570-SS16 CABLEWAYS _ . 570-5521 CRANE OVER 45 TO►tiS AND UP TO 100 TONS OR OVER 150 FT OF BOOM INCLUDING JIB 570-5536 HELICCPTFR WINCH 570-5546 LOADER* OVERHEAD 6 YAROS UP TO 8 YARDS -- 570-5566 QUAD 9 AND SIMILAR. D-10 ANG HO-41 -- 570-5541 REMOTE CCNTROL OPERATCR* ETC. -- 570-5526 RCLLAGON 570-5561 SCRAPERS• SELF-PROPELLED 45 YARDS AND OVER -- 570-5551 SHOVELS. BACKHOES OVER 3 YARDS TO 6 YARDS -- 570-5556 SLIPFORM PAVERS 570-5531 TOWER CRANE GR041P 3 570-SS76 BUMP CUTTER 570-5591 CHIPPER 570-5571 CCNCRETE BATCH PLANT CPERATCR -- 570-5581 CRANES. 20 TONS THRU 45 TONS -- 84TH AVE. WATER MAIN PAGE 8 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1487 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION : CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING. KITSAP, LEWIS, MASON, PACIFIC INCRTH OF WAHKIAKUM COUNTY NORTHERN SCUNOARV EXTENCED DUE WEST TO ThE PACIFIC OCEANI, PIERCE, SAN JUAN. SKAGIT, SNOHOMISh, THUnSTCN. WHATCOM ANC THE PCRTION OF THE FOLLOWING LCUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES UCCUPATION OCCUPATION STATE CODE DESCRIFiICN RATE *=+t6• FEDERAL WAGE RATE GROUP LISTING +ssss• GROUP 3 570-5596 CRUSHERS _ 510-5601 DERRICK 570-5606 DRILLING MACHINE _ . 570-5611 FINISHING MACHINE 570-5586 HVDRALIFTS 570-5616 LCADERS, CYERHEAO UNDER 6 YARDS -- 570-5626 MECHANICS . ALL 570-5636 MIXERS. ASPHALT PLANT 570-5641 MCTOR PATROL GRADERS - FINISHING. BLUETOPS. -- PULLING SLOPES. DITCHES, ETC. 570-56S1 PILEDRIVER 57C-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM -- ATTACHMENT 570-5676 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS -- 570-5656 SCREED MAN 570-566L SHOVELS, BACKHCES 3 YARDS AhO UNDER -- 570-5666 SUB-GRADER - TRC :MER 570-5681 TRACTOR* 60 HP AND CVER9 BACKHOE AND ATTACH. -- 570-5671 TRACTORS . SACKHOE GROUP 4 570-5E96 A-FRAME CRANE 570-5686 BROOMS 570-5736 CCNCRETE PUMPS 570-5706 CCNVEYORS 570-5701 CRANES, UP TO 20 TONS 570-5691 DOZERS. C-9 AND UNDER. YC-YC, PAY DOZER -- 84TH AVE. WATER MAIN PAGE 9 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTcMBER 25, 1987 OCCt;PATiCN: POWFR COUIPMFNT CPERATCAS LOCATION : CLALLA►, GRAYS HAFBOR, ISLAND. JEFFERSON, KING, KITS4P, LEWIS, MASON, PACIFIC INCRTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENCED DUE WEST TO THE PACIFIC OCEAYI , PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTCN, WHATCOM ANC THE PCRTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERiDIAN: YAKIMA WAGE RATES OCCUPATION OCCUPATION STATE GUUE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING •yi it<! GROUP 4 570-5771 DRIVER CA TRUCK CRANES OVER 45 TONS -- 570-5766 EQUIPMENT SERVICE ENGINEER -- 570-5721 FCRK LIFTS -- 570-5711 HCISTS. AIR TUGGERS, ETC. -- 570-5716 LCADERS — ELEVATING TYPE -- 570-5726 MOTOR PATRCL GRADER — WN—FINISHING -- 570-5731 MUCKING MACHINE, ETC. -- 570-5741 RCLLERS, ON PLANT, RCADMIX OR MULTILIFT -- MATERIALS 570-5746 SAWS. CONCRETE -- 570-5751 SCRAPERS — CARRY ALL -- 570-5756 SPREADERS, SLAW KNOX, ETC. -- 57C• 5776 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. -- 570-5761 TRENCHING MACHINES -- GROUP 5 570-5796 ASSISTANT ENGINEERS -- 570-5821 CCMPRESSORS -- 570-5791 CIL DISTRIBUTORS, BLOWERS. ETC. -- 570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER -- 570—S801 PAVEMENT BREAKER -- 570-5806 PCSTHOLE DIGGER. MECHANICAL -- 570-5ell PCVER PLANT -- 570-5826 PLMPS, WATFR -- 570-5781 RCLLER, CTHER THAN PLANT ROAD MIX -- 570-5816 WHEEL TRACTORS, FARMALI TYPE -- 84TH AVE. WATER MAIN PAGE 10 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATICN: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON. KING, KITSAP, LEW► S. MASON. PACIFIC (NCRTH OF WAHKIAKUM COUNTY NORTOERN BCUNOARY EXTENDED CUE WEST TO THE PACIFIC OCEAN ►• PIERCE, SON JUAN. SKAGIT, SNOHOMISP. THURSTCN. WHATCOM AND THE PCRTICN OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH MERIDIAN: YAKIMA WAGE RATES OCCUPATION 04CELPATION STATE CODE DESCRIPTICN RATE *****♦ FEDERAL WAGE RATE GROUP LISTING sstitss GROUP 6 570-5831 GRAOECHECI(FR AND STAKEMAN -- OTHER 84TH AVE. WATER MAIN PAGE 11 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: POWER EQUIPMENT OPERATCRS LOCATION: CLALLAP, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, LEWIS, PACIFIC. PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCCM COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.95 $ 'HR. PENSIGN 2.00 $/HR. TRAINING FUND .26 $/HR. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ��sss STATE WAGE RATE GRCUP LISTING •tats�• GROUP IA 570-5015 CRANE — CVERHEAD. BRICGE TYPE 18.98 100 TONS AND EVER 570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM 18.98 INCLUDING JIB AND OVER 570-5505 LCADER, 8 YARDS AND OVER 18.98 570-5510 SHOVELS ANC ATTACHMENTS, 6 YARDS AND OVER 18.98 GROUP 1 570-5515 CABLEWAYS 18.48 570-5C25 CRANE — OVERHEAD, BRIDGE TYPE 18.48 45 TONS THRCUGH 99 TONS 570-5520 CRANE 45 TONS AND UP TO 100 TONS OR 18.48 150 FT CF BOOM INCLUDING JIB 570-5535 HELICOPTER WINCH 18.48 STG-5545 LCADER, OVERHEAD 6 YARDS UP TO 8 YARDS 18.48 570-5730 NECKING MACHINE. ETC. 18.48 570-5565 QUAD 9 AND SIMILAR, 0-10 AND HO-41 18.48 570-5540 REMOTE CONTROL OPERAT_R, ETC. 18.48 570-5525 RCLLAGON 18 .48 570-5560 SCRAPERS• SELF—PROPELLED 45 YARDS AND OVER 18.48 570-55SO SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 18.48 57U-5555 SLIPFORM PAVERS 18.48 570-5530 TOWER CRANE 18.48 570-5400 TRANSPORTERS, ALL TRACK CR TRUCK TYPE 18.48 84TH AVE. WATER MAIN PAGE 12 HWY-R32320-AA PREVAILING M' 1IMUM HOURLY WAGE RATES SFPTEMiJER 25. 1937 OCCUPATION: POWER EQUIPMENT CPERATCRS LOCATION: CLALLAM, GRAYS HARBOR. ISLAND• JEFFERSON. KING, KITSAP, LEWIS* PACIFIC. PIERCE, SKAGIT, SNCr4OMISH. THURSTON AND MHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE ****** STATE WAGE RATE GROUP LISTING • �+� GROUP 2 570-5575 BUMP CUTTER 18.04 570-5590 CHIPPER 18.04 570-5570 CCNCRETE BATCH PLANT CPERATOR 18.04 18.04 570-5035 CRANE - CVERHEAO. BRIDGE TYPE 20 TONS THRCUGH 44 TCNS 570--5590 CRANES. 20 TCNS UP TC 45 TCNS 18.04 5T0-5595 CRUSHERS 18.04 570-5600 DERRICK 18.04 570-5605 DRILLING MACHINE 18.04 18.04 570-5610 FINISHING MACHINE 570-5615 LCAOERS. OVERHEAD UNDER 6 YARDS 18.04 570-5620 LOCOMOTIVES. ALL 18.04 570-5625 MECHANICS, ALL 18.04 570-5635 MIXERS. ASPHALT PLANT 18.04 570-5640 MCTOR PATROL GRADERS - FINISHING. BLUETOPS. 18.04 PULLING SLOPES, DITCHES. ETC. 570-4730 PAVE OR C1,RB EXTRUDER (ASPHALT AND CONCRETEI 18.04 570-5650 PILEDRIVER 18.04 570-2975 PILEDRIVER (SKID TYPE ) 18.04 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM 18.04 ATTACHMENT 570-2565 RCTO-MILL PAVEMENT PRCFILER 18.04 570-5675 SCRAPERS. SELF-PROPELLED UNDER 45 YARDS 18.04 18.04 57C-5655 SCREED MAN 570-5660 SHOVELS , BACKHOES 3 YARDS AND UNDER 18�04 570-5665 SUB-GRACER - TRIMMMER 04 570-5680 TRACTOR, 60 HP AND OVER. BACKHCE ANC ATTACH. 18.04 GROUP 3 570-5698 A-FRAME CRANE OVER 10 TONS 17.68 570-5735 CCNCRETE PUMPS 17.68 84TH AVE. WATER MAIN PAGE 13 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25. 1987 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, PACIFIC, PIERCE, SKAGIT@ SNOHOMISH, THURSTON AND WHATCCM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTICN RATE ****** STATE WAGE RATE GRCUP LISTING. t a tt• GROUP 3 570-5705 CONVEYORS 17.68 570-5700 CRANES, UP TO 20 TONS 17.68 570-5690 DCZERS, 0-9 AND UNDER, YO-YO, PAY DOZER 17.68 510-5765 EQUIPMENT SERVICE ENGINEER 17.68 570-5720 FORK LIFTS 17.68 570-5710 HOISTS, AIR TUGGERS, ETC . 17.68 570-24E95 HVORALIFTS / BOOM TRUCKS OVER 10 TONS 17.68 5TO-5715 LCADERS - ELEVATING TYPE 17.68 570-5725 MCTOR PATRCL GRACER - AOA-FINISHING 17.68 570-5785 OILER DRIVER CN TRUCK CRANE 17.68 570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT 17.68 MATERIALS 570-5745 SAWS, CONCRETE 1T.68 570-5750 SCRAPERS - CARRY ALL 17.68 570-2815 SCRAPERS, CONCRETE 17.68 570-5755 SPREADERS, BLAW KNOX, ETC. 17.68 570-5775 TRACTOR, 60 HP AND UNDER, BACKMOE AND ATTACH. 17.68 570-5160 TRENCHING MACHINES 17.68 GROUP 4 570-5697 A-FRAME CRANE, 10 TCNS AND UNDER 15.58 570-5795 ASSISTANT ENGINEERS 15.58 570-2575 BCBCAT 15.56 570-5E85 BROOMS 15.58 570-5E20 CCMPRESSCRS 15.58 570-5830 GRADECHECKER AND STAKE14AN 15.58 570-2115 HYDRALIFTS / DOOM TRUCKS 10 TCAS AND UNDER 15. 58 570-579n Olt DISTRIBUTORS, BLCWERS, ETC. 15,58 570-5800 PAVEMENT BREAKER 15.58 570-4735 PERMANENT SHAFT-TYPE ELEVATOR 15.58 570-5E05 PCSTHOLE DIGGER, MECHANICAL 15.58 84TH AVE. WATER MAIN PAGE 14 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: POWER EOUIPMEhT CPERATCRS LOCATION: CLALLAM. GRAYS MARPr-R. ISLAND. JEFFERSON. KING. KITSAPw LEWIS. PACIFIC, PIERCE, SKAGIT# SNOHOMISH, THURSTON AND WHATCCM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GRCUP LISTING + *�• GROUP 4 570-5810 PCWER PLANT 15.58 570-4745 PROBE TENDER (ROTO-MILL) 15.58 570-5825 PUMPS, HATER 15.58 570-5780 ROLLER, OTHER THAN PLANT ROAD MIX 15.58 570-5815 WHEEL TRACTORS• FARMALL TYPE 15. 58 OTHER 5TO-9570 STATE: OVERTIME - ALL HOURS WCRKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK. t MON. THRU FRI. AhD ALL HCURS WORKEC SAT. (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID AT 1 112 TIMES ' HE REGULAR RATE. ALL HCURS WORKED SUNDAYS ANC HCLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE. 570-9571 STATE: HOLIDAYS - NEim YCARS DAY, MEMORIAL DAY, 4TH Of JULY, LABCR DAY• THANKSGIVING DAY. FRIDAI AND SATURCAY FOLLOWING THANKS- GIVING DAY ANC CHRISTMAS DAY. 570-9572 STATE: LFAOMAN f0.30 CVER MECHANIC 84TH AVE. WATER MAIN PAGF 15 HNY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: SURVEYORS LOCATION: CLALLAM. GRAYS MARBOR, ISLAhO• JEFFERSONv KING* KITSAP. LEWIS, MASON• PACIFIC, PIERCE. SKAGIT. SNOHOMISH, THURSTON AND wHATCOM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PARTY CHIEF 1.50 f/HR. TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 f/HR. PERSCN TOTAL HOURLY BENEFIT - CHAIN PERSCN .70 $/HR. WAGE RATES OCCUPATION OCCUPATICN STATE COOE DESCRiPTICN RATE 720-0010 CF+AIN PERSON 8.25 720-0040 INSTRUMENT PERSON (JUNIOR ENGINEER) 10.03 720-0060 PARTY CHIEF 11 .50 OTHER 720-901O STATE: OVERTIME - ALL HOURS WORKED IN EXCESS Of 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND CNE-HALF TIMES THE REGULAR RATE Of PAY. 84TH AYE. WATER MAIN PAGE 16 olI HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION : CLALLAM, GRAYS FAR80R, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE, AND THURSTCN CCUNT ,IES FRINGE dENEFITS HEALTH AND WELFARE 1. 39 $/HR. PENSICN 1.. 82 S/HR. } WAGE RATES f OCCUPATION OCCUPATICN STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GRCUP LISTING ****** 730-0010 A-FRAME CA HYDRALIFT TRUCKS OR SIMILAR 17.89 ECUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR FCUIPMENT IS IN USE 730-0080 BUGGYMOBILE AND SIMILAR 17. 58 730-0100 BULK CEMENT TANKER 17.74 730-0110 BLLL LIFTS, OR SIMILAR EQUIPMENT USED IN 1T.41 LOADING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS CN JOB SITES:WAREhCUSING 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17. 76 LEADING OR UNLOADING TRUCKS. TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0140 BLS OR EMPLOYEE HAUL 17.41 730-0200 DUMPSTERS . AND SIMILAR EQUIPMENT:TOURNO- 17. 31 ROCKERS• TOURNOWAGOK• TOURNOTRAILER . CAT OW SERIES, TERRA COBRA• LETCURNEAU, WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCAOED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION :DUMP TRUCKS, SIDE, ENC AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THERFOF :UP TO AND INCLUDING 5 YARDS 84TH AVE. WATER MAIN PAGE 17 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION : CLALLAM. GRAYS HARBOR, JFFFERSON. KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE, AND THURSTCN COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE OESCRIPTICN RATE ****** STATE MADE RATE GROUP LISTING ****** 730-0230 OLMPSTERS , AND SIMILAR EOUIPMENT: TOURNO- 17.74 ROCKERS, TOURNOWAGON, TOURNCTRAILER, CAT OW SERIES. TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELEC POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :CVER 16 YARDS TO AND INCL. 20 YARDS 730-0220 DUMPSTERS, AND SIMILAR EOUIPMENT:TOURNO- 17,69 RCCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA CC8RA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN. EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCADEO ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE. ENO AND BOTTCM DUMP. INCLUDING SEMI-TRUCKS lNO TRAINS OR COMBINATIONS TFEREOF:OVER 12 YARDS TO AND INCL. 16 YARUS 730-0210 DUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- 17.53 ROCKERS, TOURNOWAGON, TOURNCTRAILER, CAT OW SERIES, TERRA CCBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN. EUCLID. TWO AND FOUR-WHEELEO POWER TRACTOR WTh TRAILER AND SIMILAR TOP- ICADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMr TRUCKS. S10E9 ENC AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COM8INATIONS THEREOF:CVER 5 YARDS TO AND INCL. 12 YARDS 84TH AVE. WATER MAIN PAGE 18 0 -_ HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAM♦ GRAYS HARBOR, JEFFERSON. KING, KITSAP, LEWIS, MASON• PACIFIC, PIERCE, AND THURSTON COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTID►: RATE sat*** STATE WAGE RATE GROUP LISTING ****** 730-0260 DLMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.23 ROCKERS, TCURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA CCBRA, IETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LCAOEO EQLIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTICN:DUMP TRUCKS, SIDE, ENE AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS TfEREOF :CVER 40 YARCS TO AND INCL. 55 YARDS 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.07 RCCKERS, TCURNOWAGON. TOURNCTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON• EUCLID, TWO AND FOUR-WHEELED PCWER TRACTOR WITH TRAILER AND SIMILAR TOP- LCAOED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS. SIDE, ENE AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF: CVER 30 YOS. TO ANC INCL. 40 YOS. 730-0240 OUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.91 RCCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA CCBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTF TRAILER AND SIMILAR TOP- LCADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS, SIDE, ENE AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARCS TO AND INCL. 30 YARDS 730-04f`F ESCORT DRIVER OR PILCT CAR 12.25 730-04& EXPLOSIVE TRUCK S'!ELD MIX) AND SIMILAR 17.63 ECUIPMENT 730-0460 FLAHERTY SPREADER 17. 74 04TH AVE. WATER MAIN PAGE 19 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTFRS LOCATION: CLALLAP. GRAYS HARBOR. JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC. PIERCE, AND THURSTON COUNTIES ■AGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTICN FATE ****** STATE WAGE RATE GRCUP LISTING ****** 730-0500 FLATBED TRUCK, DUAL REAR AXLE 17.52 T30-0490 FLATBED TRUCK, SINGLE REAR AXLE 15. 50 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY 17 .41 SERVICE MAN AND/OR TIRE SERVICE MAN 730-0610 HYSTER OPERATORS (HAULING BULK LOOSE 17.58 AGGREGATES) T30-0690 LEVERMAN AND LOADERS AT BUNKERS AND 17. 31 BATCH PLANTS 730-0730 LCWBEO AND HEAVY DUTY TRAILER: OVER 100 18.07 TONS GROSS 730-0710 LCWBEO AND HEAVY DUTY TRAILER: UNDER 50 17.63 TCNS GROSS 730-C720 LCMBED AND HEAVY DUTY TRAILER: 50 TONS 17.91 GROSS TO AND INCLUDING 100 TCNS GROSS 730-CEOO MECHANIC 17.75 730-0A10 MECHANIC I-ELPER 17.16 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17.74 730-1010 PICK-UP TRUCK 15.50 730-110f) SCISSORS TRUCK 17.41 730-1140 SLURRY TRUCK DRIVER 1T.63 730-1160 SNO-GO AND SIMILAR EQUIPMENT IT.63 730-1190 STRADDLE CARRIER (RCSS, HYSTER AND SIMILAR) 17.58 730-1200 SWAMPER 1T.31 730-1300 TEAM DRIVER 17.36 730-1350 TRACTOR. SMALL RUBBER-TIRED (WHEN USED WITHIN 17.41 TEAMSTER JURISDICTICN) 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18. 16 CCNSTR. :iVER 20 YDS. 730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.60 CCNSTR. :OVER 16 YDS. TO AND INCL. 20 YOS. T30-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY i8.44 CCNSTR. :CVER 12 YDS. TO AND INCL. 16 YDS. 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.28 CCNSTR. :CVER 10 YDS. TO AND INCL. 12 YOS, 84TH AYE. WATER MAIN PAGE 20 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEKBER 25, 1987 OCCUPATICN: TEAMSTERS LOCATION: CLALLAM, CRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON. PACIFIC, PIERCE, AND THURSTCN COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GROUP LISTING ****** 730-1530 TRANSIT-MIX USED EXCLLSIVELY IN HEAVY 18. 11 CCNSTR.:OVFR 8 YOS. TC AND INCL. 10 YDS. 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.95 CCNSTR. :CVER 6 YDS. TC AND INCL. 8 YOS. 730-1515 TRANSIT-MIX USED EXCLLSIVELY IN HEAVY 17.79 CCNSTR. : OVER 4 112 YCS TO AND INCL. 6 YDS. 730-1501 TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY 17.62 CCNSTR. - 0 YOS. TO AND INCL. 4 112 YOS_ 730-1750 VACUUM TRUCK 17.41 730-1810 WAREHOUSEMAN AND CHECKERS 17.31 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.74 T30-2000 WATER WAGCN AND TANK TRUCK: UP TO 1600 17.41 GALLONS 730-2010 WATER WAGCN AND TANK TRUCK: 1600 GALLONS 17. 58 TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.63 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.41 730-2220 WRECKER, TOW TRUCK ANC SIMILAR EQUIPMENT 17. 41 OTHER 730-5730 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK. , MON. THRU FRI. , AND ALL HCURS WORKEC CN SATURDAYS* (EXCEPT WHEN WORKED AS A MAKE-UP DAY) , SHALL BE PAID AT 1 112 TIMES THE REGULAR RATE OF PAY. ALL HCURS WORKED CN SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 730-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, ♦TH OF JULY* LABCR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 84TH AVE. WATER MAIN PAGE 21 t HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION : CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT♦ SNOHOMISH, THURSTON# MHATCOM, YAKIMA, PACIFIC ( THE PORTICN NORTH OF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEANI, TI-F PORTION OF THE FOLLL06ING CCUNTIESLYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS AND OKANOGAN FRINGE BENEFtTS WAr-F RATES OCCUPATION OCCUPATICA STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING ***A*s 730-0010 A-FRAME OR HYORALIFT TRUCKS GR SIMILAR -- EQUIPMENT WHEN 6-FRAME OR HYDRALIFT OR SIMILAR ECUIPMENT IS IN USE 730-0080 BLGGYMOBILE AND SIMILAR �- 730-0100 BULK CEMENT TANKER 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN -- LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:WAREHOUSING 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN -- LCADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN JOB SITES:OTHER THAN WAREHOUSING 730-014J BUS OR EMPLOYEE HAUL -- 730-0145 CHECKERS -- 730-0200 OLMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- -- ROCKERS, TCURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON. EUCLID, TWO AND FOUR-WHEELED PCWER TRACTOR WTI- TRAILER AMC SIMILAR TOP- LCAOED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, ENC AND BOTTCM DUMP, INCLUDING SE.411-TRUCKS AND TRAINS OR COMBINATIONS THEREOF: UP TO AND INCLUDING 5 YARDS 04TH AVE. WATER MAIN PAGE 22 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAP, GRAYS HARQOR, ISLAND, JEFFERSON, KING. KITSAP, KITTITAS, LEWIS, MASON, PIERCE , SAN JUAN, SnAGIT , SNOHOMISH, THURSTON, WHATCOM, YAKIMA, PACIFIC ( THE PcRTICN NORTH OF THE WAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , THE PORTION OF THE FOLLLCWING CCUNTIESLYING WEST CF THE 120TH MFRIDIAN. CHELAN, DOUGLAS AND CXANCGAN WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RRTE ****** FEDERAL WAGE RATE GROUP LISTING ****** T30-0210 DUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- -- RCCKERS, TCURN'iWAGCN, TOURNCTRAILER, CAT OW SERIES, TERRA COBkA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID, TWO AND FCUR-WHEELEC PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS, SIDE , END ANG BOTTCM DUMP. INCLUDING } SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVFR 5 YARDS TO ANC INCL. 12 YARDS T30-0220 OLMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- -- RCCKERS, TOURNOWAGON, TOURNCTRAILER , CAT DW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN, EUCLID• TWO AND FCUR-WHEELED POWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LCADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMF TRUCKS, SIDE, ENC AND BOTTCM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR CCMBINATIONS THEREOF:CVER 12 YARDS TO AND INCL. 16 YARDS 730-0230 DUMPSTERS, ANC SIMILAR EQUIPMENT:TOURNCF -- kCCKERS, TCURNOWAGON. TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ? ATHFY WAGCN, EUCLID, TWO AND FCUR-WHEELEC j PCWER TRACTOR NTH TRAILER AND SIMILAR TOP- LCADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE , END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:CVFR 16 YARDS TO AND INCL. 20 YARDS BOTH "VE. WATER MAIN PAGE 23 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAP. GRAYS I-ARBCR. ANLJUAN.J EFFERSON , KING, T SAPq ITAS. SKAGIT, SNOHOMISH. THURSTON, LEWIS. MASON. PIERCE. S WHATCOM, YAKIPA. PACIFIC ITI-E PCRTICN NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , ORT I CMELAN ON OF THE WAND C UNTIE NLYING WEST OF THE I20TH MERIDIAN WAGE RATES OCCUPATION STATE OCCUPATION DESCRIPTION RATE CODE ****** FEDERAL WAGE RATE GROUP LISTING ****** 730-0260 DLMPSTF.RS, AND SIMILAP EQUIPMENT:TOURNO- ROCKERS. TCURNOWAGON, TOURNGTRAILER, CAT DW SERIES, TERRA COBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGCN. EUCLID. TWO AND FCUR-WHEELEC PCWER TRACTOR WTH TRAILER AND SIMILAR TOP- LGAOED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURiSDICTICN:OUMP TRUCKS, SIDE, END AND BOTTCM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR CCMBINATIONS TI-EREOF :CVER 40 YARCS TO AND INCL. 55 YARDS -- 730-0240 DUMPSTERS. AND SIMILAR EQUIPMENT:TOURNO- RCCKERS, TCURNOWAGO M TOURNCTRAILER. CAT OW SERIES, TERRA COBRA. LETCURNEAU, WESTINGHOUSE ATHEY WAGCN. EUCLID. TWO AND FOUR-WHEELED PCWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LCADEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION :DUMP TRUCKS, SIDE, END AND BOTTCM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARCS TO AND INCL. 30 YARDS -- 730-0250 OL'MPSTERS . AND SIMILAR EPUIPMENT:TOURNO- RCCKERS, TCURNOWAGON. TOURNCTRAILER. CAT OW SERIES, TERRA LCBRA, LETCURNEAU, WESTINGHOUSE ATHEY WAGON. EUCLID. TWO AND FCUR-WHEELEC POWER TRACTOR WTI- TRAILER AND SIMILAR TOP- LCADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS, SIDE, ENO AND BOTTOM DUMP. INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF :OVER 30 YDS. IC AND INCL. 40 YOS. 84TH AVE. WATER MAIN PAGE 24 HWY-R3232D-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TEAMSTERS LOCATION: CLALLAF, GRAYS HARBOR, ISLAND, JEFFERSON# KING. KITSAP, KITTITAS, LEWIS, MASON. PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCC%v YAKIPA, PACIFIC ( THE PCRTION NORTH OF TH7 AAHKIAKUM CCUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIL OCEAN) , THE PCRTION OF THE FOLLLCWING CCUATIESLYING WEST OF THE 120TH MERIDIAN: C.HELAN, DOUGLAS AND OKANOGAN WAGE RATES OCCUPATION OCCUPATION STATE COCE DESCRIPTION RATE ****** FEDERAL WAGE PATE GROUP LISTING stts4s T30-0400 ESCORT DRIVER -- 730-000 EXPLOSIVE TRUCK IFIELC MIX) .:ND SIMILAR -- EGUIPMENT 730-0460 FLAHERTY SPREADER -- 730-0500 FLATBED TRUCK, DUAL REAR AXLE -- 730-0490 FLATBED TRUCK, SINGLE REAR AXLE -- 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY -- SERVICE MAN AND/OR TIRE SERVICE MAN 730-0610 HYSTER OPERATORS (HAULING BULK LCCSE -- AGGREGATE" ) 730-G690 LEVERMAN AND LOADERS AT BUNKERS AND -- BATCH PLANTS 730-0730 I.CWBEO ANC HEAVY DUTY TRAILER: CVER 100 -- TCNS GROSS 730-C710 LCwBED AND HEAVY DUTY TRAILER: UNDER 50 -- TONS GROSS 730-0720 LCWSED ANC HEAVY OUTY TRAILER: 50 TCNS -- GROSS TO AND INCLUDING 100 TONS GROSS 730-0910 OIL DISTRIBUTOR DRIVER IROADI -- 730-1010 PICK-UP TRUCK -- 730-1020 PILOT CAP -- 730-110D SCISSORS TRUCK -- 730-1140 SLURRY TRUCK DRIVER -- 730-1160 SNO-GO AND SIMILAR EQUIPMENT -- 730-1190 STRADDLE CARRIER (RCS$, HYSTER AND SIM(LARI -- 730-1203 SWAMPER -- 730-1100 TEAK DRIVER -- 730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN -- TEAMSTER JURISOICTICN) 84TH AVE. WATER MAIN PAGE 25 HWY-R3232O-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25* 1987 OCCUPATION: TEAMSTERS LOCATION : CLALLAM* GRAYS HARBOR, ISLAND. JEFFERSON, KING* KITSAP* KITTITAS, LEWIS. MASON, PIERCE, SAN JUAN* SKAGIT, SNOHOMISH, THURSTON, WFATCOM* YAKIMA, PACIFIC ( THE PORTICN NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) * THE PORTION OF THE FCLLLCWING COUNTIESLYING WEST OF THE 120TF MERIDIAN: CHELAN, DOUGLAS AND CKANOGAN WAGE RATES OCCUPATION OCCUPATICN STATE CODE DESCRIPTION RATE ****** FEDERAL WAGE RATE GRCUP LISTING •�i;4• 730-1435 TRANSIT MIX.OVER 10 YOS. TO AND INCLUDING 12 YDS. 130-1425 TRANSIT MIX. -' OVER 8 YES. TG AND INCLUDING 10 YDS. 730-1415 TRANSIT MIX, OVER 6 YES. TC AND INCLUDING 6 YDS. 730-1405 TRANSIT MIX, OVER 4 YCS. TO AND INCLUDING 6 YDS. 730-1447 TRANSIT MIX.OVER 16 YOS. TO AND INCLUDING 20 YDS. 730-1445 TRANSIT MIX* -" OVER 12 YDS. TO AND INCLUDING 16 YOS. 730-1451 TRANSIT MIXERS AND TRUCKS I-RULING CONCRETE:OVER 20 YES. 730-1500 TRANSIT-MIX• 0 TO AND INCLUDING 4.5 YDS. -- 730-1750 VACUUM TRUCK -' 730-1810 WAREHOUSEMAN AND CHECKERS -' 730-2015 WATER WAGCN AND TANK TRUCK: OVER 3000 GALLONS -- 730-2000 WATFR WAGCN AND TANK TRUCK: UP TO 1600 "- GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS -- TC 3000 GALLONS 730-2210 WINCH 7RLCK: DUAL REAR AXLE 73(-2200 WINCH TRUCK: SINGLE REAR AXLE -- 730-2220 WRECKER . 7CW TRUCK ANC SIMILAR EQUIPMENT -- OTHER 84TH AVE. WATER MAIN PACE 26 HMY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES SEPTEMBER 25, 1987 OCCUPATION: TRAFFIC CONTRCL STPIPERS LOCATION : STATEWIDE 1EXCEPT CLARK. CCWIITI. KLICKITAT. PACIFIC-THAT PORTION SCUTH CF THE WAHKIAKUM CCU�TY NORTHERN BOUNDARY EXTENDED DUE WEST TC THE PACIFIC CLEAN. SKAMANIA♦ AND WAHKIAKUM COUNTIES) FRINGF BENEFITS APPREAT:CE TRAINING .06 f/HR. HEALTH AND WELFARE 1. 70 $/HR. PENSICN .50 $/HR. WAGE RATES OCCUPATION OCCUPATICN STATE CODE DESCRIPTION RATE 820-0020 JCURNEYMAN 17. 15 OTHER 820-9470 STATE : OVERTIME - HCURS IN EXCESS OF 40 IN ANY WORK WEEK SHALL BE PAID AT ONE ANC ONE-HALF TIMES THE REGULAR RATE. 84TH AVE. WATER MAIN PAGE 27 CITY OF RENTON 84th AVENUE SOUTH STEEL WATERMAIN REPLACEMENT Water Project No. W-925 SPECIAL PROVISIONS 1-05 CONTROL OF WORK 1-05.5(2) CONSTRUCTION STAKING (SUPPLEMENTAL SECTION) Construction staking and as built notes shall be supplied by the contractors surveyor as provided in the supplemental specifications, and paid for as "Construction Staking and As-Built Notes and Drawings, Per Lump Sum." 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) Private property such as plants, shrubs, trees, fences, and rockeries within the public right-of-way or Easements shall be removed and restored to the satisfaction of the property owner. It shall be the contractors responsibility to notify each property owner when it is necessary to remove such improvements to facilitate the contractors progress. and to remove those improvements to locations requested by the property owner or to restore them i.n their original location in as near original condition as possible. All lawn within the area to be disturbed by the contractors operations shall be cut with a sod cutting mach4ne, removed and stored until the trench is backfilled and compacted and then replaced. While stored the lawn shall be protected and kept watered. After replacement the disturbed lawn areas shall be watered a minimum of four (4) times a week for three weeks. The watering shall be of such duration as to soak the replaced sods thoroughly and promote good root growth. Such removal and restoration shall be considered incidental to the bid item "Remove and replace Lawn and landscaping," per Trench Foot and no further compensation will be made. 7-11 PIPE. INSTALLATION FOR WATERMAINS 7-11.3(09)A CONNECTION TO EXISTING MAINS (SUPPLEMENTAL SECTION) All connections to existing mains shall be made by City forces. 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (SUPPLEMENTAL SECTION) All existing services shall be replaced by passing a high strength steel wire through the existing galvanized service and pulling the old service out while Fulling the new copper service in. No open cutting of the road will be allowed for services unless it is not possible to replace a service by pulling, jacking or spudding. No payment for lawn or landscaping restoration will be made for services except that covered at the watermain connection. All costs for restoration shall be included in the price of the service connection type I, II, or III. 9-30 WATER DISTRIBUTION MATERIALS 9-30.1 PIPE (SUPPLEMENTAL SECTION) The City will supply approximately 1400 lineal feet of 12" ductile iron pipe, and all B" and all 6" ductile iron pipe. The contractor will be required to pick up the pipe at the City Shop at 3555 N.E. 2nd Avenue, Renton, Washington, and deliver it to the job site. The contractor shall supply all new gaskets for all City-supplied pipe. 9-30.5 HYDRANTS (SUPPLEMENTAL SECTION) The City will supply all fire hydrants. The contractor will be required to pick up the fire hydrants at the City Shop at 3555 N.E. 2nd Avenue, Renton, Washington, and deliver them to the job site. The contractor will supply the t=e, valve, shackle rods and bolts, and gaskets used in the hydrant assembly. DIRECTIONS REGARDING PERMITS NOIe tight d way Mall moan any$Ilcel,Arlene.AN".Ro"in Lana Pub c pal shell well any Shoo Toyota.Whell,Indian", Seal w Punk here Applicants say PemBs to O[cuq<aunly pomPYwml u!141rea.w Mlhrad9rpMaeframnrx rrrfrlf.wMMPYmxgcmflruclgnwwY upon.ablg,ore uneerwanOis YY COun1Y lgra d MY.WIN[dale x'ante Comh were Ill.an ith,l u.anUn.,In IM ReN hosel GnvwM.I(Ing Counly Admmrstrallon NUNerl,$Baltal Wasm!nins it IQa TN appM1CNpn aMn M e[tdnPanlM M bawm9s Ian Indx%e1Pl erewn 10 Wwhrrg gulp.cpnmonh A9 I.100Icel her xrl 11 Ine.Mu!ba iM Mlure d Ile w k am almaIMbcarwnd YmeMestep,9nm9 names.a numbef,aM welldrda.ga"dreeh.M1rseslNYsh(Iw pdatx]'dwpawhn Iar.s.ftopale.su.Cnnal and tien,eirl IpenO AV ag am stool srpwrM bealrw dwwYrNalrvelUeplxnrg ul.IdylM.ltlref when maYM aXKIe.RfvrowdlMapplrJnonmusl conlominiM(Awlly FnwrmmNlal P'oery Ad IINdMMe'7001 eadigtpnfMetihislly ThamdcwslrUdxMin.plerlMaubnnlrrg WnswnKnsMYn MCCMesdmaleWialpaQpPIMMroUau4ae.AN4 YlmalerW aMeprgnlmlfMll M d IM M9Mst 9w41Y Tne manner UI paGralpn.lnxlg.[MHlrrn 1um,inN!NhINM,ePCirm d IMlpparY gllw`IwM.lryllr Iron WIs,IW.(rMIrVCrpn tlnn MIrICHMs.9nall conlwm wnn county abMn.s am fire..M eppOx.Oy ma Cnumv[nglnnel m aMerx:e a wwp Segel Mnceday,one n,il mrrlyd mil vrCmltY of anywdx mall rodorm whin Promsinns of'Pan VI Manual d UMwm Trelhc Corn .w vlalw 5bcelcaMnp ways.' BNwelMworp s K<BPta.1w IM COunh MlM Comly FlglnBpr,ell M lnx elect co5ls ann Bppmses invalreelna.mlroslenrgs.tl mrmX mwlMys.."�IMCWnh p,IM ,saga t TM•a rrrcluM Iaep cMrges 1w resam+N11M,maPecnm one l ummsmn d vnve m peeress M Mld P personnel AMesnal Ill the pnpme.pan,r URIMmwnalnp MMly Ynawn as lrre'As 9un1'bcalpnry aunlPd loaMarce alri Y+al Mlno ElgrneOr.Chergaml,eyl repo -As War-(J kjhdn Nall 10 grail line aM cpderi ne d MM of way and for olnar moldlhIpM rn the,right d why PERMIT terms am Cmdtpny 1 M!.Jr,,rur,I.ss!F'CBaXrr1Nrp 844gM.r8pvBn aw1genten The lgnlantelblrtY loaner upon methyl of way In Pab,fPlato lw lM PWWxd1>LNwmng\M Whip de-ode m this Perin and aGprrveU M IM GWn ly EMninal or nth air dal 2. Rdole any ware cwnmeral fire she mull he oulawaM M a rounry repesenmovo and aPpovm by the County Engineer roll reaPw.t to A Written n MOee of Whir lwn of lno posh.ed dal b typo d coninuo'he I Mann.d...hill all al nwtalk.Iiii UmalerylH aM Bpurpntant lu nB malaltpn p. MahW dwelWUedM WM[Halls roll Hoag wpYlM hours . mMMr d er trM w CMN.rIMgn and issuing romw l youths whrb Ine pobd is u ese wnsvutem 3. Ma IM.nalNNlon,oppratpn,menronarrM,w ramGval of a utnnv or txtlny IM oraMtt anWl restore aft rgnls N way aM WdC dares o 1M coMII.M wncn.s palvaltlnr.n itl resoech IU IM COne.lron Iney Welb.l MIOIB SIan.M wwe All eel to magi.In.Moroi UI rho Counly Road E W. a. In IMsren:IhNany.ama9e day,k.M.sCWme Mfregue rsminazWrsed mndmlMw'orpMMrRe.Mlnmmrma.new.IllpmrlgednamgMel MgaeNCMtgM oaP[rrae.RaPgx $"Nb"tnvnlMuteBWrH cmhnww.hiWtmterud.wrunt.1cpnPldm].HMm099.seiten4rwtnehmeallgpa.ip AMx W.M1 lbptl%rrpptlq the Couch EMrrreer aM/w he seen' 5. TMCounry EnplNer.Mf a9enhpreplYnhlMlf mayplpnylmrB,didWool,p havBeCM anYMd allwpkCwuMalednKlaYry loMidall YhCdMnonanyarea III M the pentY In a cw.nigh dangerous to life or forestry erw union Mmane iM gan n,shall my to thin County an Met d such work materials,em. 6. WfrN the Counly hearings eerlYbin tochug.lM algnm0hl nth9 e.olnnvugm d way or pull.,ul or vI,u,teraO"IduroM.,"'M.Iwsiladng,mmng..mponM. YMIMwIISVrrIrg YI�.IMpimeBUW'rwnllm MJIOBMMB{:OMIY Elam,my cWeb nlahves.Wends will at his owl.WBCesl and indent,ray,dayer,here. Mahe proONflluCl sKh rmtalNlMlm tc cwndm vMn IMden401 work CmtemPletsb w INeaW M IM cnunlYaCCw..ryto]hmB F:nbeub CM1aIM.xr IM wnllBn IdMM. ). ,NAWfie l0 pNTlvy The Lgrity drXars liar Mmay MIrits Will nv Int Wund EM.ouradto pestle dotesrelp;alichde.an.a Costs MBgen I.mih rears M tar Gounthy The County reservY 1M Met to pdp lh ow-'r agents p rBpresedega4lo eCC.Hndroh the dexee cneMB.and su costs d rbbcation w tempo.sMX Y MthM M the g!enlBe. !. MeudreMrgag.rBcdglrudienwrobCatron glMpanlce NNIIM.marnslcn menMrnsw.11[auxlM WYtinlarlpmcaw.tnaM atlMCWnly'awwh.TMdamee the.Fatal proladfro2}nrients MMliMbytM CountyEMInYlpnlarepesenlatneSpegentsdath'YpasnM[M1gudNlolMpanlervsmrmn rgMfprone Ina.M neY pdM nn mtareata 9. iMspanlwpNaagaslrall MlMeaB.neepcOnelruM leMMeados.vn Farv'IrrsN.11eesmlpn'dune CpunlYlrwn9rannMolMr mrmllswlrOrrcMxrgMad Ne MlwetodMrpuny[wanal!colioea..or Mean elver lM County from using au ns novel streets,Wwa,daces for any and all Pubic use Wa"., slur weCtrwr pow Nl w are mn on". t9. AX IM pov..cO R...laouhturnal Mrngulel.ms rho'n,cWracl aMllM bred upon lM suo.say,and steal d the..hit.sane all or,r dlM ,acres use,W eNM to l.h 9uCCtlaawH and aright Xa I no,well slrN..M.Nlly mmlprloe I TM CWpy EM.Me stay rerWe,annul p mrmin d.In,.,Perm.,loth any o1 In.IOI.IM reasons. t GanlY tads 10 WmPit..In eM w all of.Is pe.oums.reomrumenla In r.,uMt'.hs as Rarer set'Win o. dvaMBV analogy MgIKIR lads to hand,W Comdv won pool P.ven In No lionotruchion it pMorrM.will Ine,yle OI the permit. it Fa Ahbes are not installed,olmr also,w Maintained in conformity room Coca s herein set Inch 12 Giant.M aCCepling Memrmn e91Ys1ooMam Mlpnulwn nom.nutNhMmhro—Isrgardlg WCehmerMcuneniduasdlMumglanauOnsbayweNanvg wwk. Provide WasecY owMK a inoN.or in Worry"to Ine right of way shelf We notil when such p'par1Y is esWspe to the.rsal of mlury.mmaerl Mnxreh mnwmalKe d IMs go 1.This,MIem shall make all Ygntx ananyerotlols federal to poled such Wolpxlr awllw ntnay INm mlury M damage 13 IM i auswro of this striad to Use 9nnhe does M:In env way u0nue the grantee of any Whir aPPl.mbM IM'm herIpmM IM wM hill to then Will 14 TM CWnIV Ene.neermevNanvnmecMMa.amena.mMrly.amprhplpmuata Myd tMcm6tm$ em Numeral".xafpcminumun.nYapd.calMle;el.pale or legera.the or raguel'M pelsamrM 10 highway ragall the W.I.d IM BmxMmenf.w Ine WINO oul NMh.M anal Y ptlsbnl.y er WIs,st they Mromater M an..",.god"W ame"".I Counly Engineer they I.I.1M Warned N,NI"lab Io.m MM eM each chiles, 15 .n yl nice or emlWMmed stag Pws'ds hourful far veal of new Manua,news YW M he da'ISIYIN .0Y ay,Mpsryx st yrpCee 1w lnpgwNm straw d fin...wwMY.p..foe 1.CMx.rx4Uln.nNgIW plan.mwgY a{Wn p ow paxn[e d WM Metal IrwW d pNp'A IWIdea1.l often a.fpt A cwa nth pxpewl 1pMM .aM lms!Nullya v dlw apdr in dal not as IN gso the UNa.+g ahpbnwd.MM1n]rrg.rl(Ap anyway,May dlgp die pIM d WnbAM4e and eecrm br.gooeyu fining x•MC.YVP efoimm MlMa.d.NpcHeadzimrmanm in.aceiti dIM belaMd✓ry Mlwmgp acl.vn.n rMm astable4wIMWgXp'1 Ma pvNrgdpow Pelmn on "gear.d 1M.�,lest well ra9^x'.'wer.roam,foe(exwPl r^a•w^.age all rsilly.pd woml.rrMaal dew p Nw Ill.ry d am wwxy. mwl d pyeg'Al Intel AM wddaYld Yle pbNMSIrNYpvbvldana x1N.p�dNus lsemn ep WxllMg'wnb kp cxr iinglr.onflue Vrw furglBnY'mwrxyB w.nlndlrwlMrral q M CwaY gW�/wNF MwaF¢pdnY a Nmre l'mrnv twn.d The.1nM.YIYm Ne Was gllMl to m.rr.mHlrour v'a'nth al.v.xrnl amNa Cpvw-hand ^ .nnMhb se wMll alal.wrenr Pww,.r., ones. nnlp' rxcnpurrrs HG n nwN rnxxh KING COUNTY REAL PROPERTY DIVISION RIGHT OF WAY CONSTRUCTION PERMIT TELEPHONE 344.3956 "ERMIT NO. '11-1131-R7 JOB NO. ENVIRONMENTAL ASSESSMENT 33 Required Dale Received—_ FRANCHISE NO. 612 KROLL PAGE NO. 612 0 Not Requ fed O E*$ImW Assessmanl DATE _9121/87 SECTION MUZJUX TWP. 23 RANGE 4 11 Replacement __ O Cale9gKelly Exempt APPLICANT:.rTYV Ot eerNyfr ZONE NO. ADDRESS: -Ill NR 21M STEM T ULID NO. _ Rdtli'�1 WA 98056 Job Description; , °OND AMOUNT BB EMERGENCY CONTACT PHONE NO. TO REPLACE APPROXIMATELY 2400 FEET OF WATERMAIN WITH L2" DUCTILE IRON VAIN ON 84TH AVENUE SOUTH FROM SOUTH 1262E STREET TO SW LANGSTON ROAD. THIS INCLUDE$ TWO (2) CROSSINGS• FOR: WATER PROJECT No. W-925R 84TH AVENUE WATERNAIN A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD. OPEN CUT CROSSINGS AT S. 128TH STREET, S. BOTH STREET AND 84TH AVENUE S (200' N. OF S. 134TH STREET) ARE ACCEPTABLE IN ACCORDANCE WITH KING COUNTY OPEN CUT POLICY !HIS KPMIT IS FOR DINGCOUNTY FRONT OF III G@ MSIAMCE BY STREET OR ROAD WITH AN ON FROM AND TO Of4CR,PTION ALI R ARI*ALAN EXTENSIONS MUST NAYS ARRJVAL FROM ENE FIRE MARSHALL n11 UNOENJRWMD VpUW LINES MUST NAIE A MINNIUM]IY'COYFR ALI WORN 10 DE DONE SUW FCI TO IHE ARNAl OF THE UAL.'COUNTY ROAC ENGINFf R C.",Ro A.c. ^;.1pr1 .WImpVAf1011a.COIWIM1MeaM TaD11NMNRnIf edNalnMn IRA•$bn�)arEidLOUd aaClrotlbCplrIN RWOOBDarImMBf'WdHRaJM All Wrya'o f N0o/"I•^.Onlonmly WMI Crypryrp.MypyaUgBrnrrladl(mp(�eynry(,•OWe62E.132a BM 11 AA.aM111lpa1ilgryr wan JutllagaDipRNr,gNIB.IMMIaIa➢IMCUNYrYNNAdIMpIdIC.11alnMaMl U1b,M1/nlH9enMlvsuanceWlla♦.n,111"g.anl�flfllUlly«tl VOfaxJ Olnsa�ICaySMNyfpMrl. nRnIS nmgn CMIarIU(r Srldll cea4U'Jr1J IbmmdlU.lln1a55 SptlfrA.-Wnllnn{MwiSpnx tlltl maLM Id a IwMWdI IN allelA,7n NA:&�?���xfan Mq afignf.agfw ll gra0lap Ny appxA UM1TIRI.b COmpYMxD I1N pM1lnewrM.cpgMaNR.rpuverrlane.ragUlallmf arM rKonyllerbalanx UAl and%BAS HIM mght Re,BB yl�RanLIMa plbYaOlRRapCYCaI'taM urMar WNvaI ggWtbnf 8BIr4 ro NSYBD.Newlll r9aDUd dM pdBtl alI ppptlnv cGnlreClx. INDEMNITY AEFOMOLO EIARMLE53.TRe TMIlnelee agrees M nRWnm1Y slid odd nrmlAss 14y„WryY n pwnitlU hMMq nM mdanrwm hlax 009EMeIIMrr M Attddinglr nIa RaH MaapElff b iaR.bRafpeYpA a1MMyyli.ln IMMrIJ in,%mluh aIH41cM narMess 14ny Cwlyy.ns epueaaf and Heclen MCIaIs.arvf em bpeefpaaNpLeb•Rl yBGrl,lr la noppdoo ftcw"w fttRISN't"A"I T"e Rlx>SIY twin ulrr'at9W 1 LIT p'U O 1,ITUAHnxA BcauwlEY ernesdHd.p"YbpFy bIknmwn] IM�'JMfaC/rlr ar ODYd'r/b vl Vn lms Rer'^n vmn.IcwIH IMevNn'mpWon la aCna ms wOalMr'pul area lion ryWawg �OIx11101'TaneebN tiMNLIMmnu,..mll.tl.11,yen-aw Ran wn,ns.wmellep/Iyezed pad,Ive waturr.z rnl rne.Y,rlyw ponldN+sp°EerafE,d DybNf CourwrMlxMAW'�dn Arlxr.'p q IhMmnAKdYdI rn na�mx maOe M Ins Rwnuneason NnpgeAs w pemf.aFle Id)Waver d xMgI1NENrf ulldMalamdURnN IMUIBM!VdWM�Y f W of RCW wnx+,vw w.Iu,.:ron m�:l dIY rpgnaloJ M Ins 0.arl,n m IIIe B.en n is nNlpe4arY Ip IrN Cwrar ID�rcw ��Dhimm Al doer loss Ia ervaoANpeEbMMd fIW U HINT w.wx:n Tres e�;msns,anJ cods sMII A1b11wly Tssl4sgM apRpaabbapprml.INl Ppm111M celxowvlW'Icm lM PornlaHv m1110 mMaals lk4alNlltldbEl aN4T5 q/fafb WElels IwH IMrmlasr.xrM InNmin�Iy H�ny Counlr m me ma.xmlm tl.relq OalmnHq Ilwewvv.arq spacn¢yIr yI as napNpebcplewlen WfnsMlr blq CWray JXN aIA paalRd AfIRINYeatlplpAr10a TNmrRlW aglBUs 10 Ue1erN]in.]allnaY Ma Slue CnsNY Ia Na'm9N PA'IMba FaYw das.Nrmah uIRM'IMe 5I Y.L'ly yry,IRfyL4 Raayyl muluanv Im,pualcn M me races e^RraRwR+nRMnees ro a an . SgAR'UN OI Applgant l( A.IMmRbpn RMAIvtlO .__9I10L87 nail ...__9(11J87 ___tiBytE«S 69.00_, Pmmu rsfuad _9/21LBZ D. B°IAr ---.. This applKMKKI IS gramad eNDltlta b IIEAYaelAeellltlraa"DO HORRINDlO TtlnOf IN IAN d WOW aNd On bal of pa, 1 AroullN mapanp Wnl baangnaebela OlplNyfor'n:pacipn of eo:Nf ra4lpdt,nnro uy obnspecnan ennl'canl410 1ne"'Al:I wm pa lelmnursedb ON,COUIN mo"IN,b, amlGm"'B"B"'NOmNOIo molly PIIIIRC yrdas 1124.0710 111 IB1375500ewllan]41111' ll%!,I Il ,11.11, la o�eluy.vxn>ru�ewn.asbxmmeassessmen;of a dla nW l.lTFD apn Ilme cNarga."Rm MA neringlAA i All Ul UUFApd rwdS 10 INS IADN I0,DO D.Emoscm ns veal DA on a caveW cas ORsm wlm BA WORRIES permlfapn of Rud'c WwiA 3 OIW waY"aft a,all Ilmef S"Mp R.rft.,0,W,b In Ill WIT BIB RILE I On Vnibrm Il CMiro'O,CR Ip SbMf a "'HWO, A A U,IIDO,EDIVJn 11p OF1ya1 1M CY 111 MO1 pall Al nCn na RAfld]ibr1 AN R Ti"'HUm'hwl mc4Xb A"d CUfIMd 9UfcN by And 7.0mv,C 1.1a R'OrrapjIA,wMOr,9,yl 5 II Is thallovism lyd Irp"alu"bm"a1 UIMty 116iritlg aly prwievDpOM owners WMn Mh wrol IIS 1gl tO Iryury wo,,t B IMdgh BIe[FricrmMxY d nRr apMevgk(p111+1W.E2d 555548 IlEyrs"aWBrMbwldargroybulih btallbl.Tlb RMtNC110n dan rpl rgpyA RUHr rplI bond cdnh bOl WOO B Call IRO T pragrapl ADpNry A,RY F /EIFYA.J ]Tx �a'ialYAaY� BLUE MYdWIIfaIJIW EMEHEONMm AMEIEtW"WHIL DISTRICT'OREEN.DISIBMT,Al ROAD FILE +,.VNAMAr R C e CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 2-12"X2" TAPPED TEE 2' BRONZED PIPE 2-2" DRONZE 90o E5END 2"GATE VALVE W/ "5Q. OPERATOR NU1' 2" BRONZE UNIOU COUPLING ® ?_- CA5T IRON VALVE 50XE5 I- IT GATE VALVE W/2"5Q. OPERATOR NUT. i TUIS TYPE OF 15YPA55 MAY BE U5ED IN LIEU OF TUE VAULT WUEfJ TUE VAIQ 15 SQALL )W 02 T'WE2E 15N'T ROOM FUR TNE. VAULT. USE MUST BE APPROVED BY ENGINEER PRIOR TO INSTALLATION. DATE 9/S7 12" GATE VALVE WITH BY-PASS SHEET 1-1 /2°& 2"WATER SERVICE DETAIL 1 �.'IN UNINP=OVED OF-MAY r _'��•� we. T. J. N BOX AT CTER MR AT FROp CRTY LINO ., CAUTION vale for.shouldmt On else . C Later compaction In area off VNra box could 1 cause the breakage of the service. I I 11 II J a• gD to Mims IEAVE EXMSED ( ••�JISD g RBDBEC )• NIN. COVER : I lE• Ai UMCCR NAtN6 RgggER a' NIN. COVC e T e� can v. C LUMED ROCS BASE TOSU MRTVAMT T }-BOd BR -40!t BRONZE NRriRiw 1410,Box la• 19.1 e ELLS(FVT a F1I1'� } BRASS OR BRONZE MVpIF3 11", 1. i• upaM see. )-BRASS OR BRONZE QEaten ], d-WIW A]"bens NpNe Miff)MRLPS(1-I/$`) 1. } (IBM)IOWA Ylr vtln(lull mrawap I.Nppea)It.lays I. Two, play. oat iron rrlw bb RtIA T.".Cosi or equal. pt.MUG a• top HIII.- i ul[A .Molar Hu gwtlon, lrngaA to" flee rvtc a f S. ]• [aw HAKUI. go NC Ma Meel1 Iht�-1. v r fl M n..0 a n ."au leer Andget- I ,IHuIts rub .M u !.also tM war r. • fray poeetOu r n-11rr catlnJao protwtlon. r y o ca . alon flttlM• rote Co.-it, er egw l. 1. 1N type •a• Fort wppar tubing, bngt" to fit- ,. IN. Haned feint It. Ford see."By ".I. 5. L .t "tter With By-Pas.• Ford vresalia A n• .. qwl. it...rsleel false n" Q seeing. LT."IF a e city of ..a—err dpenn.l.s v.1ar an oroeuM ...tense[.,.1 Id. T '..y 1R- blearaff .ucs. Per droll. A_ It. t`rpe.utarl blahAII n•.ffHUWll .. ge e.pplied By ..P`.rcn ` gdo,ioo and f pulley nd`or...uu ...... if. of :M _ lie CIT-o. A ]a• comedy. . ore Hr NI[A Ua' abl dlueM-pbu Count- Fq-[lXe Mur Hal • l .1':' Co. R. ]T ee to, be. or pus 1. I). par yOwneM is gCion r oral with ec slap 1NIK1. cord Ca lexte By n signal. Me Pro- w FRY Owner L .ulvnrlAle for any ..Fury Adaptation .M extension f lM ertn le. 14* QAter ruMa (rL A Fitt). Ford IF or rquel. (wllRyrulO 15. }• ION A IN- g.IV.12" iron nipple (N1K). ISA. MµardphMted nipple ]a. 1112.T.(AVE.I n.nsl lx. }p- less . 1%- e.I...I." it.. nlppl. (eIK). TEMPORARY BLOW—OFF 'a• Ire- "''Russ'" use"e.P (.la). NArcalu way ray x• sR.vla STACK DETAIL 1. ]• bppM [ 1. d-bµ nip t:'•• s!,(W IRI 1. 2-(IBM)IOWAWA per nM1e 11u11 opening for!eggµ! I. To plat.e..t Iron Flay ... -'an V.b.Coc nY°I equal. e.MaN t- asp g.°tl"e ale".Mule. M.. Beet!... lessen to is. 5. 2.seentel &N, to npVlat�tho sisIsla r.bile Ter Feasible ru4 o4tA"b ProtVa"On r {. r na.mprwlq elating.go.CI`_`o wi, ca 1. ]• lyH -R- wit wppr tub!M. SgMu u it,. ).1...11, Ford Lelm sr dews. CAST IRON OR s• col-t W.r witnda-Nee Ford WN11-1L i IT- r awl, with veraba I".a•ing out • a 111 of MneM r . dlrn lone polar I.".derlI a ,w ell. DD(11 LE IRON' le. Trpoor. ]• of_ I at..., "I d.u1L e WAILRMAIN FOR SCRVIRS FROM EXISTING WATERMAINS INSTALL:"FORD it. Bitter enter shall be wgliN At the City or Hnto"ass install" uFen.rsva "f ass F20:STYLE SADDLE 11a1 ta9aruy tla.F•fr auenblr And aoptaMe of purls a" surer. a 11. 11• a }s• de rete en r Bass with 1/1- steel dissident! plate cower. rq•.0 rYur z Ce. H. ]T rI., H.e1 q..1. Ile ]• eespllM IewOt.ulen .FIa1 with play lase! Ford C-1e-17 of pual. tow preWtq ALTERNATE CONNCTION DETAIL eV" ' is .•p°^•lB`• Eas ear —. ary'°',aa.""'"° sees".`""ar M wane ....l`.. FOR EXISTING MAINS b. )- Qatar Einstein (rL.Fla). Ford n or rwt..nh sera.) IS. I. pass . x• playa." Iron 1..p1. I.1M. IIA. Moore]MI.......nipple 1{. .`Tat Into 1 m1 1,. ]a- ION A l• 9.%...taxis iron nisi. i.i". u. i• salver." .on on, (teal. WATER STANDARD DETAIL NOT TO SCALE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS •C_1g!%10 nG yEMdER. yin uni��in111 II• � II onnnnuum I�i :� , ��Illllillll IIE�IIII�I . 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