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HomeMy WebLinkAboutWWP2700405(4) M.W. Golt Course Sanitary Sewer Bld S-405 1+ Proposal & Specitication BEGINNING OF FIL FILE iRIE Sin ; 5 � eG ; 4'; Laf';oh r AWARDED _ q8 Contract No. CAG 87 D �[ To e Ced 11•e-ld WA 48os,L- 33,; I �h�„c (noel 8ba - BID PROPOSAL & SPECIFICATIONS UTILITY ENGINEERING FOR: 1 MAPLEWOOD (,GOLF 1 COURSE 1 SANITARY SEWER 1 1 1 CITY OF RENTON 1 PUBLIC WOR;'S DEPARTMENT MUNICIPAL BUILDING, 200 MILL AVE, S. RENTON, WASH. 98055 • (206) 215- 2611 0 � � -�►� BOLLES CONS "RUCTION .,, INC. July 15,1987 r City of Renton LPublic Works Department 200 Mill Avenue South Renton, Washington 98055 CSUBJECT: MAPLEWOOD GOLF COURSE SANITARY SEWER RE: ITEM 2 CORPORATION LETTER CLadi-s and Gentlemen: Per your request, David Thompson has the authority to sign Contracts for Bolles Construction Inc. and forthwith find a sample of his handwriting. + Sincerely, `+ David Thompson, president Bolles Construction Inc. bo V 6 6 18844 NE 84th St / Redmond. WA 98052-3321 I (206) 866-0866 1 Bl-tt-BC-'264KF t BOLLES CONSTRUCTION INC. AFFIRMATIVE ACTION PROGRAM (BOLLES CONSTRUCTION INC. MAINLINE DIVISION) Bolles Construction, Inc. , hereinafter known as "BCI" agrees to the following plan in meeting its equal opportunity obligation pursuant to Executive Order 11246, and Title VI and VII of the Civil Right Act of 1964. 1 . Equal Employment Opportutit Policy ail BCI's policy assures that applicants will be employed and will be treated during employment, without regard to race, creed, color, ethnicity, national origin, sex, the presence of a non-job related physical, sensory or mental handicaps, age or marital status. This policy shall apply to every aspect of employment; upgrading; demolition; recruitment; layoff or termination; pay scales; and apprenticeship or on the ;ob training. 2, LSual Employment Opportunity Officer BCI hereby designates William Rollvson, Secretary Treasurer as EEO Officer wit!i full authority to administer and promote an active ptogram of equal employment opportunity. 3. Dissemination of Policy r. a. BCI personnel authorized to hire, supervise, promote, demote, and terminate employees, who recommend such acticn, or are involved in any of these actions will be made fully cogni:.ant of, and will implement SCI's policy and contractual - responsibilities. Te insure the advice is carried out, the following minimum actions will be taken: _. 1) Meetings of foremen, leadmen and personnel indicated in 3a above, will be held periodically not less than semi-annually and BCI 's equal employment opportunity policy and its implementation reviewed and explained. These meetings will be conducted by the EEO Officer. 2) All new foremen, leadmen and personnel indicated in 3a above will be thoroughly indoctrinated by the EF.O Officer covering BCI's equal employment opport- unity obligations within thirty days following hiring in. 4. Recruitment .. a. Any aavertiscments for employment in the newspaper shall Aclude "BCI", an Equal Employment Opportunity Employer", or recruitment for employees will be by Affirmative Action order to the State Employment Security Commission when a vacancy is to be filled by a minority group person. b. BCI will encourage employees to refer minority group applicants for employment in discussions regarding the procedure for such referral and by posting appropriate notes and bulletins on employee bulletin boards. 188" NE 84th St. ! Redmond, WA 98052.3321 I(206) 868.0866 18I-LL-BC-'264KF i �. 5. Personnel Actions a. All benefits, monetary and working conditions, will be extended without regard to race, color creed, ethnicity, national origin, sex, the presence of a non-job related physical, sesory or mental handicap, age or marital status. • The following actions will be taken: (1) Periodic inspections of facilities will be made to insure non- discriminatory treatment of personnel. (2) Wage evaluation made to insure non-discriminatory wage practices. (3) Periodically review personnel actions for evidence of descrimination and take corrective action where indicated. (4) Investigate in full all complaints of alleged discrimination and take appropriate action where indicated and inform all complainants of avenues of appeal. 6. Training and Promotion a. BCI will endeavor to locate, qualify, and increase the skills of minority group employees and applicants. b. Consistent with requirements and as permitted within Federal and Ster. regulations, BCI will fully utilize training programs for the contractual ataa and advise employees and applicants of these programs and their entrance requirements. c. A program of review of the •.raining nd promotion poten.ial of minority group empl,)yees will be conducted and these employees encouraged to apply for samr . 7. Subcontracting BCI will strive to utilize minority group subcontractors or those with meaning- ful minority group persons in their employ and use all effort to assure such subcontractor compliance with their equal opportunity obligations. t M; 8. Reports and Records � . a. BCI will keep those record necessary in determining compliance with its `Y equal opportunity obligations. They will indicate: 1) Breakdcwn by work classification, on each city, Federal or Federally-assisted project of minority and nonminority group members employed. 2) The progress and efforts being made in cooperation with unions to increase IN minority group employment opportunities. 3) BCI's progress and efforts in locating, hiring, training, qualifying and t upgrading minority group employees. b 4) BCI's progress and efforts in securing the service of the subcontractors noted in paragragh 7 above. f yb. All such records will be retained for three years following contract completion and be made available for inspection by the Contract Compliance Division ` at reasonable times. c. BCI will, submit periodical reports on forms furnished by the Compliance Division of its employees and those of its subcontractors, if any. d. BCI will require in every subcontract of $10,000 or more a WRITTEN Affirmative Action Program consisting of all requirements herein. or with such modificaton as is necessary to obligate the subcontractor to a program of Affirmative Action, copies of such program being retained at BCI's office. r� f 9. Goals BCI has a complement of jQ employees, ( of which are minority group individuals. An appropriate balance in the complement :.s white, and t. non-white. Based on the company's present rate of turnover the following goals, j in good faith, are established. � . a. By January 1,198s the number of minority individuals will increase by at least (1) ONi I , b. By July 1, 1980 an attempt to employ an additional I minority individuals. 4 , NOTE: Because of limited number of emplovees and low turnover rate, A Good � . Faith effort will be made to hire minorities whenever a vacancy occurs. �s 1. 1 I f { a o V t be r 6 6 6 i i �+ ADDENDUM #1 r City of Renton, Department of Public Works (� Addendum M1 to the Contract Documents for MAPLEWOOD GOLF COURSE S-1405 SANITARY SEWER PROJECT TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, correction and clarifications to the Plans, Specifications and other documents comprising the contract documents for the City of Renton, MAPLEWOOD GOLF COURSE 5-405 Sanitary Sewer Project. The golf course contairE lawn sprinkler systems not shown on the plans. These sprinkler systems will be located for the contractor in the field by the Park Department, any damage to the marked lines shall be repaired to the satisfaction Y of the Park Department by the contractor at his expense. Any unmarkice or m4cma-4re liras iamaged by the contractor shall b? repaired by she P,,fiir acLm tj t re ,at-s'al:t for of the Park 4E i artment are, will be paid for [`• in at.c% dance w,th Se,.tion -o.6. Addendum ,#1 is hereby made a part of the contract documents, and it's conditions are fully binding on the plan holder and contractor. The contractor shall acknowledge receipt o� this Addendum N1 by signing in the space provided below, attaching it to the proposals, ind acknowledge the Addendum N1 in L,.e proposal . Received and Acknowledge: (To be submitted with proposal) ///e r +• Contractor UdTe '°' litle 2J.03./DRT:ckd 6-08-87 M i ■ M c ADDENDUM #2 City of Renton, Department of Public WorKs Addendum #2 to the Contract Documents for MAPLEWOOD GOLF COURSE S-#405 SANITARY SEWER PROJECT TO ALL PLAN HOLDERS: You are hereby notified of the following changes, deletions, additions, correction and clarifications to the Plans, Specifications and other documents Ci comprising the contract documents for the City of Renton, MAPLEWOOD GOLF COURSE S-405 Sanitary Sewer Project. Fi SCHEDULE "A" Ir Item Correct estimated quantity on Schedule "A", Item 9, Top Soil, from 4500 square yards to 450 square yards. � N Addendum #2 is hereby made a part of the contract documents; and it's conditions are fully binding on the plan holder and contractor. The contractor shall acknowledge receipt of this Addendum #1 by signing in the space pro%"ded below, attaching it to the proposals, and acknowledge the Addendum #1 in the proposal. Received and Acknowledge; (To be submitted with proposal) // E � `/L } Oontractor Date Y P2Es,v��T C Title - - 2J.03./DRT:ckd 6-08-87 t 1r or to mr u CITY OF RENTON !I Maplewood Golf Course f Sanitary Sewer 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 •Minurity and Womens Business Enterprise Participation •Certification of Bidder' s Affirmative Action Plan -Combined Affidavit and Certification Fora; 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 Plans Documents marked • above must be executed by the Contractor, President and Vice-President or Secretary if corporation by-laws permit. All pages must be signed. In the event another person has been duly authorized to execute Contracts, a Copy of the Corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 C'RBIBIT "A" CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION SO. 2340 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure equal employ- ment opportunity to all persons regardlesa of race; creed; color; ethnici:-y; national origin; sea; 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 rhaZZ edhere to the following guidelines: (1) EMPLOYMEB'T PRACTICES - All activities re Zating 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 requiremente, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Counc4Z of County and City Employees. (2) COOPERATION WITH HUMAN RIGBTS ORGANIZATIONS - The City of R¢ntcn w.Zi cooperate fully with all organtzationa and commissions organized to - -omote fair practices and equal ' oppertunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program will be maintained to faeilitate equitable representation within the City workforce and to assure equal employment opportunity to aZt. It shall be the responsibility and duty of all City officials and employees to carry out the policies, guidelines and corrective measures as set, forth by this progsam. Corrective employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which i protected olaaa of employees is under-represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers conducting business with the City of .Renton j shalt affirm and subscribe to the Fair Practices and Non- Discrimination policies set forth by law and in the f Affirmative Action Program. C Copiea of this policy shall be distributed to alZ City employees, ■ shall appear in all operational documentation of the City, including Lid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 2nd i day of June 1980. CITY OF RENTON: RENTON CITY COUNCIL: %Wb(.XW S� JawA1 � 4_V41v ■ Mayor Council President Attest: Issued: July 10, 1972 •y,� Revised: 9, 1976 June 2, f! Revised: June 1980 City Clerk w CITY OF RENTON ■ Maplewood Golf Course Sanitary Sewer 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 1,185 lineal feet of 15" sanitary sewer pipe and 200 lineal feet of g" sanitary sewer pipe together with all required appurtenances, and the complete restoration of all public and private property to its original condition. Any contractor connected with this project shall comply with all Federal, State, County and City Ccdes or regulations applicable to such work and perform the work in accordance with the Plans and Specifications of this contract document. r • `PROJECT LOCATION . ; - - - - Aj IFII -' .t S (• `� d- . li._ ', . ram:� t •. r -� { / CITY OF RENTON Ins^ "4Rr•, ...,,,� , _�..?- ?"�. r r�r•(. . O C I A R T M I N T 0 1 • UREIC WORKS 61 ril,,, ��', 11 " i MAPLEV OOC GOL 1 U SANITAQ`f SEW E2 I, r\ ��:.: n ".. .�. •�T .. oo,oFto o.r irAY wCl I nu wo G-SOT tM[CttO [CAL• NCt16 .,ae FrvAA� INSTRUCTIONS TO 91DOERS 6 I . Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Mall , until 2:30 o' clock p.m. , Or, the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No proposal may be changed or withdrawn after the time set for receiving bids. Proposals shall be submitted on the forms attached hereto. 2. The work to be done is shown on the plans. Quantities are understood to ■ be only approximate. Final payment will be based on field measurement of actual quantities and at the unit price bid. The City reserves the right to add or to eliminate portions of that work as deemed necessary. 3. Plans may be examined and copies obtained at the public Works Department Office. Bidders shall satisfy themselves as to the local conditions by inspection of the site. 4. The bid price for any item must include the performance of all work necessary for completion of that item as described in the specifications . 5. The bid price shall be stated in terms of the units indicated and as to a total amount. In the event of errors, the unit price bid will govern. Illegible figures will invalidat- the bid. 6. The right is reserved to reiect any and/or all bids and to waive infc,rm- 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 �a will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into :. -ontract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after l receipt of notice of intention to award mitract. Should he fail , or refuse y 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 aDilit,, to satisfactorily perform the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 i.. CCity of Renton Call for Bids CMaplewood Golf Course x Sanitary Sewer r �« Sealed bids will be received until 2:30 p.m. , Wed. June 24, 1987, in 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 30 working days from the date of commencement and^r this contract shall include, but not be limited to: Furnish and install approximately 1 , 185 lineal feet of 15" sanitary sewer pipe and 200 lineal feet of 8" sanitary sewer pipe together with all required appurtenances and complete restoration as set forth in the design drawings and specifications. LThe 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 a-company each bid. Lr The Lity's Fair Practices and Non-Discrimination Policies shall apply. Maxine E. Motor City Clerk V Published: I L Record Chronicle: June 5 and 12, 1937 Acct. N51226 LDaily Journal of Commerce: June 10 and V , 1987 L L L 9 CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY ame o r ontrae or ro act Name A INSTRUCTIONS This certification is required pursuant to Federal Executive Order 11246. The implementing rules and regulations provide that any bidder or prospective contractor, or any of their proposed subcontractors and suppliers, shall state as an initial part of the bid or negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and, if so, whether it has filed all compliance reports due under applicable instruction-. I The City has heretofore adopted Resolution 2340 under date of June 2, 1990, amending a 'Fair Practices Policy," s implemented by an "Affi:Lative Action Program" therein amending the policy of the City of Renton t. .romote 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 preswnce of a non-job-related physical, sensory or mental handicap; ace or 4k.. marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned pro•�isions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employees or contracts of less than $10,000 business per annum with the City. When the Contractor/Subcontractor,"Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable pracentage 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 Progr an, i.e. 9.1%. This Program is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during Lha performance of this contract he will not discriminate against any person in hiring, promoting, discharging, comoen- 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 actior to insure full compliance with such policy and program in all respects; it beinq strictly understood and 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 a.,y and all information and reports required by the City to determine whether full compliance has been made by the contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and complete copy of the City's "Fair Practices Policy." Contract identification Number CERTIFICATION B,: CONTRACTOR Er SUBCONTRACTOR or SUPPLIER NAME: Llr.t ,/'/ _',-i_'a. ,r 7i[i ADDRESS: . 5. 4 S-'� — c aT.Sr i.[ REPRESENTATIVES: TITLE: PHONE: 1. Contractor/Subcontractor/Su liar has Contractor/Subcontractor/Supplier participated in a previous contract or subcontract sutject to the Equal Opportunity Clause: Yes _No 2. Compliance reports were required to be filed in connection with such contract or subcontract: y J -Yes —No 3. Contractor/Subcontractor/Supplier has filed all compliance reports due under applicable instructions: YYes _No se 4. If answer to item 3 is "No please explain in detail on reverse side O: this certification. CERTIFICATION: The information above is true and complete t. the best of my knowledge and belief. Name and Tit e o gner _please type or print; ` i e Date Reviewed by City Authority: Date: LRev. 1/31/a3 CERTIFICATION OF EQUAL LYPLOYHENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Soo- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. t The bidder `, proposed subcontractor , hereby certifies that he has 1 has not _, participated in a previous contract or subcontract subject to the equal opportunity clause, as required by Executive Orders 10925, 11114 or 11246, and that he has , has not filed with the Joint Reporting Committee the Director of the Office of Federal Contract Compliance, A Federal Government contracting or administering agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requ- r irments. a.. (Company) r a-IT (Title) Date: Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1. 7 (b) (1) , and must be submitted by bidders and proposed subcontractors only in connection with cont- racts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1. 5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) .� Currently, Standard Form 100 (EEO-1) is the only report required by the Execut- ive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a pre- vious 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 ay the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. 1 Department of labor. 1r L PUBLIC WORD OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.V.650 CONTRACTS EXCEEDING $10,000 (OR $15,000 FOR WATERMAIN CONSTRUCTION) MINORITY ➢,USINFSS ENTERPRISES (MBE) and WOMENS' MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINES,ES OWNED AND OPERATED BY WOMEN) Contractor agre s that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority busine .e�.. The contractor shall be required to submit evidence of compliance with this section as part of the f bid. As used in this section, the term "minority business" means a business at least fifty-one percent of which is owned by minority group members. Minority � - group members include, but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworr. `* affidavits presented by subcontractors it advance of contract award as one means of b establishing minority status in accordance with criteria cited above. + , To be eligible for award of this contract, the bidder must execute and submit, as L a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render his bid nonresponsive. LMINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: v Name of Bidder (a) it (does) (4cwr-wt) intend to sublet a portion of the contract work and (Loa) (has not) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority buslneso enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet.) MBE Min. Gr. WMBE (Name of Firm, Bid Item, Results of Contacts) a. 2. ❑ ❑ 3. n ❑ bo 4. ❑ -- 1 5. ❑ ❑ is Mr./Ms. has been designated as f the liaison officer for the administration of -.e minority business enterprise ` program for this firm. L CERTIFICATION OF BIDDERS AFFIRMATIVE ACTIGN 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 eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date BY: Title OR b) It is hereby certified that an approved Affirmative Action Plan is cn file with the City of Renton, and that said Plan specifies goals and 1r timetables which are valid for the current calendar year. CCompany Date BY: Title OR c) It is hereby certified that an Affirmative Action Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: C 1) Present utilization of minorities and females by job classification., 2) Goals and Timetables of Minority and Female Utilization, and S) Specific Affirmative Action Steps directed at increasing Minority rand Female Utilization. C umpany Date BY: Title OR 4) It is hereby certified that an Affirmative Action Plan will be supplied to the City of Renton within five (5) working days of receipt of notification of low-bidder status. Said Plan will be subject to review .. and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, w 2) Goals and Timetables of Minority and Female Utilization, and L 3) Specific Affirmative Action steps directed at increasing Minority and Female Utilization. Company Date BY: Title Rev. 9/9/75 ` City of Rartm Comb inad At Idavit i Cart if l cat ion Fora: Mon-Col luslon,Ant l-Trust, and Minimum Raga (Non-Federal Aid) NO -COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he is the identical person who submitted the ioregoing 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 them in named, and further, that the deponent has not directly Induced or solicited any other Bidder on the foregoing Work or equipment to put in a sham bid, or any other person or corporation to retrain from bidding, and that deponent has not in any wanner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. NO CERTIFICATION RE: ASSIGNMENT OF WTI-TRUST CLAIMS TO PURCINSER Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are In fact usually borne by the purchaser. Therefore, vendor hereby assigns to purchaser any and all claims for such over- charges as to goods and materials purchased in connection with this order or contract. except as to overcharges resulting from anti-trust violations com- mencing after the data of the bid, quotation, or other event establishing the price under this order or contract. In addition, vandOr warrants and represents ' that each of his suppliers and subcontractors shall assign any and sit such claims to purchaser, i lect to the aforementioned exception. AND r� MIMIKM WAGE AFFIDAVIT FORM r„ I, the undersigned, having been duly sworn, deposed, say and certify that in ConnaCtion With the performance of the Work of this project. I will pay each C ossification of laborer. Workman, or mechanic aniployod in the performance of such Work; not less than the prevailing rate of wage or not less then the r, ■inimue rats of wages a$ specified in the principal Cantract; that I have read y tie above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: MON COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT '� �lLL �[ [ 2':r 5rr —n,_•e. ma' s_ , 2' � N1 Ofk—al hoJeet of idierTs Firm Signature o Authorizad eseatetive of Bidder Subscr iii and sworn to before on on this -rT ry of 19 Im Notary public in did for the State of Ileshington Y I Residing at mm aM 1. r BID BOND FORM Fa Herewith find deposit in the form of a certified check, cashiers check, cash, or bid bond in the amount of S which amount is not less that 5 of the i total amount bid. i S. __.. here BID BOND 8 SBA 12231379 BID BOND +inrnv 311 men by these presents : Tne we BILL BOLLES CONSTRUCTION, INC. as DrinciDals ANA and INDI LUMBERMENS MUTUAL INSURANCE COMPANY as_Surety , are held and firmly pound unto the City cf Renton, as colioee, in penal su-• of C _FIFTEEN THOUSAND AND NO/10OTHS-------------------collars , for the Davment of wricn the principal and the surety bind themselves, tneir heirs , executors , administrators, successors and assigns , jointly and severally, by tnese presents. Tne condition C° this obligation is suer 'na: i` the cblicee shall -aKe an., award to the principal for MAPLEWOOD GOLF COURSE SEWER SYSTEM. according tp th_ terry cf the proDosa: gr Dit rage o, tnz e^intioa tnererorc (M and the orincioal shall duly make and enter into a contract wite the obligee in 4 accordance with the terms of said proposal or bid and away: anc snail dive Dcnc for the faithful ?erformance thereof , with Surety c- Sureties aooroveC oy tn_ w eblioee; or if the principal shall , incase of failure to eo se. Da-; and forfeit b to the obligee the penal amount of the deposit specified in the call for bid;, then this obligation shall be null and void; otherwise i- shall be and ramain in full force and effect and the Surety shall forthwith Day and forfeit to the c'o . igee, as penalty and liquidated damages, the amount of this bond. Mi Sicned, sealed s dated this 24TH day o JUNE 19 87 Bi_L BOLLES CONSTRUCTION, INC, e.l�«�--ilk--•r I�IbY N�1aLUMBERMF S'IMYTUAL INSURANCE COMPANY to L L RAND ATTORNEY-IN-FACT 19 i Received return of deposit in the sum of LL L i l �" POWER OF ATTORNEY 1 •PRINCIPAL BILL BOLLES CONSTRUCTION, INC. _ EFFECTIVEDATE 06-24-87 18844 NE 84TH STREET REDMOND WA 98052 (STREET-ADDRESS) f ITyI (3yATE) — 121P CODEI IIII CONTRACT AMOUNT $300,000.00 AMOUNT OF BOND$-15.000.00 POWER NO, SBA 12231379 on KNOW ALL MEN BY THESE PRESENTS,that the Indiana Lumbermens Mutual insurance Company,a Corporation duly organized and l existing under the laws of the State of Indiana,with its principal Office on the City of Indianapolis,Indiana.does hereby make.constitute F, and appoint -Jam:-KOH©UTEK-AND/OR WY A_ RAND-- _ state of Wk_ as its true and lawful Attorney(s)-in-Fact,with lull power and authority herby conferred to sign,execute,acknowledge and deliver any and all Bonds and undertakings,recognizancers,contracts of indemnity,and other writings obligatory on the nature thereof for and on j its behalf as follows: The obligation of the Company shall not exceed one million($1.000.000.00)dollars. And to bond the Corporation thereby as fully and to the same extent as if such Bonds and undertakings. recognizances. contract of indemnity,and other writings obl;gatory on the nature thereof were signed by the President,sealed and duly attested by th^Secretary of the Corporation,hereby ratifying and confirming all that the said Attorney($)-In-Fact may do in the premises.This Power of Attorney is executed and may be revoked pursuant to and by authority granted by Article IV, Section 2-A (1) and (2) of the By-Laws of the .,, Indiana Lumbermens Mutual Insurance Company,which reads as follows. r[y (1) The President or any Vice President shall have the power and authority,by and with the concurrence with the Secretary of the Corporation, to appoint Attorneys-in-Fact for purposes only of executing and aftesh g to Bands antl undertakings, recogmzances,contracts of Indemnity,and Other writings obligatory in the nature thereol.and at any time to remove any such Attorney-in-Fact and to revoke the power and authority given to him. (2) Attorneys-m-Fact when so appointed shall have power and authority, sublect to the terms and limitations of the Powers of Attorney issued to them, to execute and deliver on behalf Of the Corporation any and all Bonds and undenakin s. recognizance$, contracts of indemnity,and Other writings obligatory in the nature thereof,and such instrument executed by any such Attorney-in-Fact shall be as binding upon the Corporation as if signed by an Executive Officer and sealed and L attested by the Secretary. IN WITNESS WHEREOF, the Indiana Lumbermen$ Mutual Insurance Company has caused these presents to be signed by its Vice President,attested by its Secretary and its Corporate Seal to be hereto affixed this—.FIRST day of OCTOBER_, 19 ATTEST: 9 lath umAermetn lesarCompany om ny By` Secret enf Vi<a Pre Sident STATE OF INDIANA I COUNTY OF MARION ( SS: On this -____ FIRST day of _... OCTOSER 19 SO - before me personally came ! " the individual who executed the preceding instrument.to me known,who being by me duly sworn,acknowledged the execution of the above instrument and did depose and say,that he is the therein described and authorized officer of the Indiana Lumbermens Mutual tr insurance Company.-,hat he knows the seal of said Corporation,that the seal affixed to the said instrument is such corporate seal,that it was so affixed by order of the Board of Directors of said Corporation.and that he signed his name thereto by like order I PI...pit c-- f ; �. � � My Commuswn EiiPires t�J �`* Notary ( ., STATE INDIANA COUNT OF MARION ) SS: 1, the undersigned, Secretary of the Indiana Lumbermens Mutual Insurance Company, du hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Indiana Lumbermens Mutual Insurance Company, which is still in force and effect. y This Certificate may be signed and sealed by facsimile under and by the authority of the following resolution of the Board of Director$of Indiana Lumbermens Mutual insurance Company at a meeting July Called and held on the 121h day o1 June 1973. 'RESOLVED. That the use of onnted facsimile of the Corporate Seal of the Company and of the signature of the Secretary on any certification Of the correctness of a copy of an insi'.rument executed by the President or a Vice President pursuant to Article IV.Section 2-A(1)and l2)of the By-Laws appointing and authorizing Attorney-in-Fact to sign in the name and on behalf of the Company Bonds and undertakings. recogmzances. contracts 01 indemnity and other writings obligatory in the nature thereof. with like effect as of such seal and such signature had been manually affixed and made.hereby is authorized and approved." ` In witness whereo,I have hereunto set my hand and affixed the seal of said Corporation,this 24TH _ ` day of JUNE fog87 S(� :5J (t (SEAL) 4 ro•m w$ecrPlaN PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: A The undersigned hereby certif that 1 _ has examined the site of the proposed work and ha t read and thoroughly understand the plans, specifications and contract. governing the work embraced in this improvement, and the methid by which payment will be made for said w)rk, and hereby propose tr .ndertr o and complete the work embraced in this improvement, or as much �••• thereof ,J can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit pr'ceS for all items, all extensions, a,,d total amount of bid should be shown. Show unit prices both in writing and in r figures.) L� Signature 4rk5e6e � Address Names of Members of Partnership: OR Name of President of Corporation AyVIo —rxluyf�iexc l Name of Secretary of Corporation Corporation Organized under the laws of Cdass,�iue.>�ui With Main Office in State of Washington at �ED,�ro cw MIIPLEMOOD GOLF COURSE g' Sanitary Seiner Schedule "A" Base Bid SCHEDULE OF PRICES (NOTE: Unit prices for all items, all ertentidns 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. SCHEDULE 80." 01. 4 Manhol , 48 Inch Die w/ /•- Each locki.-g lid IA.. /�oc.cn 6�na-n0 Per Eacn (Words) F I g ur es) 02. 3 Extra depth for 48 inch Dia Vert Foot Standard manho!e Per Vert Foot r 03. 784 15 Inch Sanitary Serer Pipe Lineal Foot .� ,rn1 , I Per L neal Foot 04. 1 Connection to Metro Manhole y", ump Sum replace ext 12" with 15" stub V Per Lump Sum <t.,< i 05. 450 Pipe foundation gravel Ton Per Ton 06. 2500 Bank run gravel for trench Ton backfill w .Cif 'tiA/ fo 0 o7D 000. 00 Per Tc 07. Television Inspection ump Sum // Per Lump Sum Page _ 1I MPLEYOOD GOLF COURSE Sanitary Sewer Schedule 'A' Base Bid SCHEDULE OF PRICES ()VOTE: Unit prices for all items, all estentions and total amount of bid must be shown. a—Low 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. - SCHEDULE "A' 08. 1 Contractor provided construction Lump Sum staking and as built notes Per LUMP Sum Ids) Figures) 09. Top soli i- Cubic Yard $ �!/RAJ'. Per Cubic Yard 10. 700 Hydro-Seeding Square Yard 7 -4 1r Per Square YaFd , LSubtotal Schedule "A" r 8.1% Sales Tax s E" Total Schedule "A" /,. C C K- rs b 1 Pege - 2 MIIPLEMOOD GOLF COURSE s Sanitary Sealer Schedule °B' Additive Alternate SCHEDULE OF PRICES r (NOTE: Unit prices for all items, all e=tentions and total amount of bid 1„ 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 WITS♦ UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. {w{ l» SCHEDULE "B" 01. 1 Manhole 48 inch Diameter r/ act, locking lid Per Each (Words) Figures) L02. 85 15 inch Sanitary Serer Pipe ineal Foot Ductile iron Cl 52 r" G-S�ISSon k. S ��'? Vu4•/C1:A.�A'14� Per Lin al Foot I 03. 110 PiPt foundation gravel 1" on L $ �- c.e Per ton 04. 600 Bank run gravel for trench on back`ffiill may, Per Ton 05. 10 Crushed surfac7ng top course Ton 5/8" minus Per Taff, 06, 10 Asphalt Cement concrete Class B Ton for pavement patching Per Ton f 07. 1 Top soil ubic Yard Per Cubic Yard L LPage - 3 I IL MAPLEWOOD GOLF COURSE Sanitary Sewer Schedule 'B' Additive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items, all estentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict uccurs the written or typed words shall prevail.) ITEM APPROX. ITEM NI'(H UNIT PRICED BID UNIT PRICE AMOUNT L. NO . QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CT . I SCHEDULE "B" 1. as. i Creek crossing with bozad steel ump Sum casing pipe or stream diver ion fiL.�S` i t i \ --r ✓� ' �:J/'['f. OLD 1� Per Lump Sum (Words) Figures) 1 09. 125 Hydro seeding (•• quare Yard Per Square Yard V If. 10. 1 Television inspection ump Sum $ IL /3<' Per Lump Sum V 11. Contractor provided construction ump Sum staking and as built notes LI lcr.00 Per Lump Sum Subtotal Schedule "a" 9 C 8.1% Sales Tax Total Schedule "e" Ak (� '7k6_ i 1 0ege - 4 I MPLEYQOO GOLF COURSE Sanitary Sewer Schedule 'C' AddSCHE''tDUL?'af PRICES (NOTE: Unit prizes for all items, all ertentions and total amount of bid must be shown. aow 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 CT . SCHEDULE "C" 01. I Manhole 48 inch die w/ Each locking lid < <ra .L tyir�i /S�'c.aa /Slo.eo Per Each (words) Figures) 02. 216 15 inch Sanitary Serer Pipe Lineal root / 'P:0 3YfFoc Per Lineal Foot 03. 100 Pipe foundation gravel Ton i <. t&t«. LB ta/ Alec) I"Zee, eo Per Ton 04. 750 Sank run gravel for trench Ton back fill �.Ctf— Per TOT 05. 45 Crushed surfacing top course i Ton 5/8" minus Per lon 06. 30 Asphalt cement concrete class B Ton I for pavement patching Per Ton r 07. 0 Top soil I ubic Yard .� we Per Cubic Yard r i yr Page - 3 1 NAPLEWOOO GOLF COURSE Sanitary Sewer Schedule "C" Additive Alternate SCHEDULE OF PRICES (NOTE: Unit prices for all items, all ertertions 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 AMOUN'i a.. NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS i SCHEDULE "C" L.. 08. 40 Hydro seeding Square Yard Per Square Yard words) Figures) 09. 1 Televlsioo Inspection Lump Sum Per Lump Sum ^ — 10. 1 Cortractor provided construction Ump Sum stFking and as built notes S S& ZZ ,e. Fe: Lump Sum. 11. 1 Side severs and connection to ump Sum Club house $ Per Lump Sum i Subtotal Schedule C. �- e.IX Sales Tax E S/ Total Schedule "C" .cPn M t 0 i 1 Page - 6 10 M1IPLEWOOD GOLF COURSE Sanitary Sevier Schedule "D" Additive Alternate 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 preaa:L) ITEM APPROX. ITEM WITH UNIT PRICEL BID UNIT PRICE AMOUNT yr NO. QUANTI7Y (Unit Prices to be Written in Words) DOLLARS CTS. LOLLARS CTS. SCHEDULE "D" 1114+ww 01. 1 Manhole 48 inch diameter M/ Each locking lid Per Each (words) (Figures) 02. 187 8 inch sanitary sewer pipe Lineal Foot F*+.2Cit� C�<.o.✓ / r :�lc / CO Per Lineal Foot ° 03. 1 8 inch cast iron outside drop IYr Each connection /to manhole \ ne / 4��.c..e_ Ste?5,Oc .!� Per Each .� 04. 100 Pipe foundation gravel Ton Per Ton 05. 660 Bank run gravel for trench Ton beck fill J Apw., t cJ Per Ton 06. 35 Crushed surfacing top course Ton 5/8" minus bf �,✓ /3 Do J'� f on Per Ton 07. 1 Side Sewer pipe instalstion and Lump Sum connections to ezesting houses �•�j �j `�.•o�1f�.., t.,.,_.d_ ��I.G:a-tom' �-L'L�O.00 as Per Lump Sum as is Page - 7 MAPLEMOOD GOLF COURSE (. Sanitary Sewer Schedule 'D' k4ditive Alternate t SCHEDULE OF PRICES (NOTE: Unit prices fo+ all items, all extentions and total amount of bid must t-: shown 9.ow unit prices in both words and figures and whey, L' conflict occ: he written or typed words shall prevail.) ITEM APPROX. ITEM TH UNIT PRICED BID UNIT PRICE AMOUNT L NO. QUANTITY (Unit ices to be Written in Wore.) DOLLARS CTS. DOLLARS C'T . SCHEDULE "D" 08. 1 Tele. 'on Inspection )`y Lump Sum Per .ump Sum ( ' rds) [Figures) 09. 1 Contractor provided construction Lump Sum staking and as built notes (-• Per Lump Sum Subtotal Schedule "D" E )_ On 6.1% Sales Tax E Total Schedule "D" L Total Schedule "A" E Total Schedule "B" G Total Schedule "C" S' r Total Schedule "D" E • Total All Schedules r In I Page - 8 I SCHEDULE OF PRICES (Note, Unit prism for all it&=, all estwicos and total mount of did aunt be shown. Show unit prioa to both words and figures ` and where conflict occurs the written or typed vords &hall prevail.) 1 ITEM APPROX. ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY fUrut Prices to be Written in Wads DOLLARS CTS. DOLLARS CTS. THE UNDERSIGNED BIDDER HERE6Y AGREES TO START CriNSTRUC ION WORE 01, THIS PROJECT, I w! AWARD HIM, NO tx. ER THAN TIN (10) DAYS AFrM MA1 E &CUTION ANI TO a MPL2TT WITI IN 1L WOtKING DAYS AJ TER STARTING CONSTRUCTION, DATED T F D THIS h/-/ -DAT 01 198 ••• ACDWMGZKM OF RECEIPT OF ADDENDA. „! NO. ATE m0�r )ATE I No ATE L SIGNED TITLE '/ - 'r NAME OF CWANY ADDRESS V sl CITY/STATE/ZIP TELEPHONE LC ,w ITY OF RENTON STATE CONTRACTO 6. SUSINES LIC*XSE I G 3 3 i LICENSE e r ■ M X1INK/CXRRRix;xax oxxx BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: j That we, the undersigned BILL BOLLES CONSTRUCTION, INC. 1840tl REDMOND WAY REDMOND, WASHINGTON 98052-5010 as principal., and 1NDIANA L'JMBFRMENS MUTUAI. INSURANCE CO. . corporation organized and existing under the laws of the State of INDIANA , as a surety corpor- ation, and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations, as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum of $ ** for the payment of which sum on demand we bind ourselves and our successors, heirs, �p administra ors or personal representatives, as the case may be. ONE HUNDRED FIFTEEN THOUSAND SIX HUNDRED SIXTY-SEVEN AND NO(100THS DOLLARS ($115,667.00) This obligation is entered into in pursuance of the statutes of the State of Washington, the Ordinance of the City of Renton. Dated at - ,� r� - Washington, thisday )f 19 87 Nevertheless, thq conditions of the above obligation are such that: WHEREAS, under the pursuant to Ordinance (or Resolution) No. .2295 providing for MAPLEWOOD GOLF COURSE SANITARY SEWER, PROJECT NO. S-405. I (which contract is referred to herein and is made a part hereof as though attached hereto) , and CWHEREAS, the said principal has accepted, or is about to accept, the said contract, and undertake to perform the work therein provided for in the manner and L within the time set forth; i NOW, THEREFORE, if the said BILL BOLLES CONSTRUCTION, INC. shall faithfully perform all of the provisions of said contract in the manner and L 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 material- men, and all persons who shall supply said principal or subcontractors with provisions i and supplies for the carrying on of said work, and shall hold said City of Renton tM harmless from any loss or damage occasioned to any person or property by reason of any carelessness or negligence on the part of said principal, or any subcontractor in the performance 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 contract w or from defects appearing or developing in the operation of any mechanical or electrical equipment am related components provided under such contract within a period of six months after its acceptance thereof by the City of Renton, then his obligation shall become cull and void, otherwise it shall be and remain in full force. Customary trade warranties or guarantees on electrical and mechanical equipment shall he assigned tv the City of Renton. APPROVED o legality: BILL BOLLES CONSTRUCTION INC. proved: La4rente Warr ea INDTAi�A LUMBERMEN- MirrIIALL INSURAN.F, , COMPANY City Attorney, CITY OF RENTON BY: ..\ —ter� GARY A. RAN ATTO - N-FACT a Indlexis luesillearreenis (p w POWER OF ATTORNEY ,PRINCIPAL BILL BOLLES CONSTRUCTION. 1NC _ _ EFFECTIVE DATE _ 18400 REDMOND WAY REDMONDS _tiA_ TE 98G52_501 S TREET A DRES I ICITYI ISTA I I I COD I CONTRACT AMOUNT $115,667.00 _ AMOUNT OF BOND$ 115,667,00 L POWERNO. SBP Z2248984 KNOW ALL iJEN BY THESE PRESENTS.that the Indiana Lumbermen Mutual Insurance Company,a Corporation duly organized and existing under the laws of the State of Indiana, with its principal office in the City of InWanapolis, indiana, does hereby make, constitute and appoint �7 X61F 0 TtEK ANDS CARY A .RAND State of WA as its true and lawful Attorneyls)-in-Fact, with full power and authority herby conferred to sign, execute. acknowledge and deliver any and all Bonds and undertakings, recognizancee, contracts of indemnity, and other writings obligatory in the nature thereof for and on Its behalf as follows. (he obligation of the Company shall not exceed four million (S4,D00,000.DO) dollars And to bind the Corporation thereby as fully and to the same extent as if such Bonds and undertakings. recognizances, contract of indemnty, and other wrings obligatory in the nature thereof were siggned byy the President, sealed and duly attested by the Secretary of the Corporation. hereby ratslying antl conforming aA that the said Aftorney(s-in-Fact may do in the premises This Power of Atorny is executed and may be revoked pursuant to and by authority granted by Article IV, Section 2-A (1) and (2) of the By-Laws of the ,, Indiana Lumbermens Mutual Insurance Company, which reads as follows- (`y" (t) The President or any Vice President shall have the power and authority,by and with the concurrence with the Secretary of the Corporation, to appoint Attorneys-in-Fact for purposes only of executing and attesting to Bonds and undertakings recognizances, contracts of indemnify, and other writings obligatory in the nature thereof, and a'. any time L' remove any such Attorney-in-fact and to revoke the power and authority given to him. r (2j Attorneys-in-Fact when so appointed shall have power and authority, subject to the terms and limitations of i_e Powers of Attorney issued to them. l0 execute and deliver on behalf of the Corporation any and all Bonds and undertakings. recognlzances, contracts of indemnity, and other writings obligatory in the nature thereof, and such instrument executed by any such Attorney-in-Fact shall be as binding upon the Corporation as if signed by an Executive Officer and sealed and attested by the Secretary IN WITNESS WHEREOF, the Indiana Lumbermens Mutual Insurance Company has caused these presents to be signed by its Vice Ir President,attested by its Secretary and its Corporate Seal to be hereto affixed this _ FIRST day of DUNE -t9 e7 W ATTEST: Indians Lumbermens foal insurance Company By---'—Z_W Q n _ By ' Y vice Pres�f i STATE OFF MARIODIANA I SS, COUNTY OF MARION ` i On this FIRST day of JUNE _19 e7 ,before me personally came the individual who executed the preceding instrument, to me known. who being by me duly Sworn, acknowledged the execution of the above instrument and did depose and say. that he is the therein described and authorized officer of the Indiana Lumbermens Mutua� Insurance Company,that he knows the seal of said Corporation,that the seal affixed to the said instrument is such co rate seal that it was so affixed by order of the Board of Directors Ofsaid Corporation, and that he signed his name thereto by Ilke once, eel / / �V - .iP� e,6\ AV �N .ly My COmmissgn Expnes ZEkll n`STATE INDIANA I � i COUNT OF MARION 1 SS. Dip the I, the undersigned Secretary of the Indiana Lumbermens Mutual Insurance Company, do hereby certify that the above i and foregoing is a true and correct copy of a Power u( Attorney, executed by said Indiana Lumbermens Mutual Insurance Company, which is still in force and effect. he This Certificate may be signed and sealed by facsimile under and by the authority of the following resolution of the Board of Directors of Indiana Lumbermens Mutual Insurance Company at a meeting tluly salted and held on the 12th day of June 1973. 'RESOLVED: That the use of printed facsimile of the CGxpuiace Sea 01 the Company and of the signature of the Secretary on any certification of the correctness of a cooy of an instrument execute.: by the President or a Vice President pursuant to Article 61 IV, Section 2-A 01 and j21 of the By-Laws appointing and authorizing Attorney-in-Fact to sign in the name and on herlall of the Com�any Bonds and unddertakings. recogmzances, contracts of radii and other writings obligatory in the nature thereof. 1` with Ike effect as if such seal and such signature had been manually axed and made, hereby is authorized and approved t In witness whereof,I have hereunto set my hand and aeixed the seal of said Corporation,this day of _. _. .. __... _._ ...-----79 87 (SEA'' I /2 - - - CITY OFRENTONESS DAN CLEMENT$ ISSI'ED 12/22/86 FEE $40.00 T8844 NE B4TM Sr FINANCE DIRECTOR I� r Licensee has made sppil"•soon for a City of Renton Busmete Ijcensf m accordance with the provi. sions of Title V,Business Repula(lons Chapter t,Code of Generstordinances of the City sf Rerion and&press to comply with all the requirements of said ordinance.Lioness►hall further Comply with any and all other City Codes,Ordinances,Alat�.�ff!..-����� pulalion}appticabte to the bus,zess ac- { tivity licensed hereunder. i; -� F± 4 BOLLES. BILL CONST. II{LIO P 0 BOX 655 REDMOND WA 98052 -0655 all. - — — — C REGISTERED AS PROVIDED BY LAW AS A CONST CONT SPECIALTY AE� REDISTRATID N MBER_.. ,. IRMIMiiiD •• 1 CAE- - -BILLBCt26aKP si�r;Eae ' BILL BOLLES CONST INC 1e444 N E NTH ST ssw..wie 15SutiD ev DEPARTMENT OF IABOR D INCUSTRIES {I , se L {L ISSUE DATE IMMI DONYI �� s • 7- 16-87 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS McLeod Insurance Inc. NO RIGHTS UPON THE CERTIFICATE MOLDER THIS CERTIFICATE DOES NOT AMEND. PO BOX 309 EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Kirkland, WA 98083 COMPANIES AFFORDING COVERAGE COMPANY LETTER A Western national K COMPANY INSURED LETTERCO 0 Bill Bolles Construction, Inc. LETTPANER Y C 18844 N E 84th Street COMPANY C Redmond, wA 98052-5010 LETTER COMPANY E LETTER :A THIS 15 TO CERTIFY THAT POLICIES OF INSURANCE LISTED B'c LOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT.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 POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS,AND CONDI TIONS OF BUCH POLICIES. _ —�—_ LIABILITY LIMITS IN THOUSANDS .R TYPE OF INSURANCE POLICY NUMBER DA•E IMM O(i'+ pn't MM9Cs" E•c- I AGGR:GATE _ CV'IRf 4'f GENERAL LIABILITY BDOpY A X coMPREHENsm fORM BT, 9150-3 5-6-87 15-6-88 wUPr $ $ X' PREMISES OPERATXJNS PROREP, X 'JNDERGRO'J`;0 DAMAGE $ $ EkD;0 ON S COLLAPSE nA:PRO X PRODUCTS'COMPLETED OPERATIONS CONTBI A PO X INDEPNDiN7IUK coAIAINED $5CO, $500, INOEPENDEN, conTRAcrDI(s BROAD�ORM ,E IN PROPERTY DAMA' _-- _ X PER$0':A: INJURY I PERSONAL IN:VRv $ Incl. AUTOMOBILE LIABILITY A X An. AUr0 BP 9150-3 5-6-87 5-6-88 h"'m $ ALL OWNED AUTOS(PN': PASS I I A"C.• ALL OWNED AUTOS $ ' HY PASS HIRED �>o�y�+•. HIRED AUTOS / PROPER, NDN-OWNED AUTOS DAMAGE $ GARAGE LIABILITY is,A RD DOMBMED $ I EXCESS LIABILITY A UMBRELLA m4V B�A Pp B? 9150-3 5-6-87 5-6-AB COMBINED $1;0.0, $1,000; I OTHER THAN UMRRE-A iORM STATUTORY WORKERS COMPENSATION $ (EACH ACCIDE:'I AND $ ID EM►LOYERS' LIABILITY (DISEASE POLICYLIMIT $ (DISEASE-EAIn FMP_O+FFi J� DESCRIPTION OF OPERATN7NS•LOCATgNSNEMICLESISPEC1Al ITEMS To respects of this job - Maple Wood Col* Course Sanitary Sewers SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX City Of R^_llton PIBATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 DAYS TO THE Dept Of Riblic Works L WRITTEN EFT,BUT FAILURE TO IMPOSE0 MAIL SUCH NOTICE S CERTIFICATE NAMED HALL IMPOSE OBLIGATION ORI ABILITY City Hall OF ANY KIND UPON THE COMPANY. ITS AGENTS OR REPRESENTATIVES Renton, WA 98056 AUTHOR ED FlE5 TIVE C �. ; " CONTRACTS OTHER THAN FEDERAL-AID FHGA f � THIS AGREEMENT, made and entered into this ».i day of by and between THE CITY OF RENTON, Washington, a municipal corporation of Cthe State of Washington, hereinafter referred to as "CITY" and Bolles Construction Inc. hereinafter referred to as "CONTRACTOR." WITNE5SETH: 1 ) The Contractor shall within the time stipulated, (to-wit: within C 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 perfor- �d, and provide and furnish all of the j labor, materials, appliances, machines, tools, equipment, utility and (I �w transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. S-105 for improvement by construction and installation of: Maplewood Golf Course Sanitary Sewer Prnjert _ it All the foregoing shall be timely performed, furnished, constructed, installed and completed in strict conformity with the plans and spec- r ification.,, including any and all addenda issued by the City and all i other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further agreed and stipulated that all of said labor, materials, appliances, machines. tools, equipment and services shall be furnished ■ 2of 7 Contracts Other Than Federal-Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all requ4re- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the acceptance of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said C..ntract and as fully a part thereof as if herein set out in full , and if not attached, as if hereto attached. a) This Agreement h) Instriction to Bidders c) Bid Proposal d) Specifications e) Maps & Plans f) Bid g) Advertisement f(:r Bids h) Special Provisions, if any i) Technical Specificatio if any 3. If the Cc tractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work with such time, or if the Contractor shall be adjudged a bankrupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver shall be appointed on account of the Contractor's insolvency, or if he or any of his Rev. 4/83 - Contracts Other Than Federal-Aid FHWA 3 of I suhconcractors shoul6 violate any of the provisions of this ContracL, the City may then serve written rotice upon him and his surety of its w intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactury arrangement for the correction thereof be made, thi- Contract, shall , upon the expiration of said ten (10) day period, cease and terminate in every respect. Ir the event of any such termination, the City 0all immediately serve written notice thereof upon the surety and the Contractur and the ( surety shall have the right to take over and perform the Contract, provided, however, that if the surely within fifteen (15) days after M the serving upon it of such notice of termination does not perform the i. Contract or does not commence performance tF reof within thirty (30) days from the date of serving such notice, the City itself may take over the work under .ne Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and ' tio expense of the Contractor, and his surety shall be liable to the City for any excess cos or other damages occasioned the City therehy. 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 end useful therein. 6.! 4) The foregoing provisions are in addition to and not in limitation of s any other rights or remedies available to the City. u Contracts Other Than rederal-Aid FHWA 4 of 7 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurre.rce, omission or activity uron, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured fer 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 sroceed znd hold the City harmless and ne 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 attcrney's fees that may be incurred or paid by City in the enforcement of any of the covenants, provisions and agreements hereunder. 6) Ary 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 5of 7 Contracts Other Than Federal -Aid FH'dA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail , postage prepaid, M' (. 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 Cx full performance of the Contract not later than 30 working days i from the date of comnen,�ement. For each and every working day of delay after the established y of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of $210.00 (Sec. 1-08.9) i as liquidated damages (and not as a penalty) for each such day, which shall be paid by the Contractor to the City. 8) Neither the final certificate of payment nor any 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 w. work and pay for any damage to other work resulting therefrom which a. shall appear within the period of one (1 ) year from the dete of final acceptance of the work, unless a longer period is specified. The City w. will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be M 6of 7 Contracts Other Than Federal-Aid FNWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, reports, estimates, records and miscellaneous data pertaining to the Contract as may be requested by the City from time to time. 10) The Contractor shall furnish a surety bond or bonds as security for the faithful performance of the Contract, including the payment of all persons and firms performing labor on the construction project under this Contract or furnishing mate-ials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 11 . The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11 ) The total amount of this Contact is the sum of One Hundred Fifteen (t11S,667.00) TtLqu�And Six Hundred Sixty-seven and No/100----r which includes Washington State Sales Tax. Payments wild be made to Contractor as ;pecified 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 4 his hand and seal the, day and year first above-written. CONTRACTOR CITY OF RENTON _ � i� res ent 9I XX(9(K Mayor ATTEST: 7ecretary /fCity Clerk td/b/a Bolles Construction. Inc. trm N ame i t� Individual_ Partnership ` Corporation XX A Corporation State oTTncorporation 6 , P,. 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 shell `+ be furnished to the city and made a part of the contract document. 1 If business is a PARTNERSHIP, full name of each partner should he listed 6 followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract LIf business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. L CONTRACTOR/SUBCONTRACTOR Y 1 J,t REPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT :�j+ .} . Month: Year: To be subaitted to the City's Project "LL Goals and Timetables as committed Ergineer during the 1st week of following in Contractor's Affirmative month while contract is in progress. Prime T Action Plan $ Contractor is responsible for obtaining and subiratting all Subcontract • Reports. or per City's Plan 9.1 To: (Naas and location of Coopliance Agency Dept.) From: (Naas 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. z. 3. 4. To 6. mino- tal Total Mork Hours of Employment (see footnote) rhty number number uA of of of Claaai a• , • is- . . e. T. minority Empby- flca- Hie- er. Ae 1¢n/ otal total Compvyy'a Name (Z.D.) Trade Lions Tota Black panic than Pac iH.e ^e_ v/h Employ-aa een Island •ale f C LTr A Tr TT A Tr ddhkl Xs� Tr AD A T Ti An Tr 7. Company Official,a Sgnature an e . Date Signed hd 9. Telephone Iamb r. (Include A-ea Code) Rev. 11/77 (*Males S Females, feMinorities S Non-minorities) Page of 7/80 (Submittal Req.lire..ments S City's Goals/Timetables) — INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be con?leted by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work-hours worked on the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance Agency . . . . . . . . . . City of Renton (administering department) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying construction contract with the City of Renton. 1. Company's Name . . . . . . . . . . Any contractor or subcontractor who has qualifying contract. 2. Trade . . . . . . . . . . . . . . Only these crafts covered under applical ,� EEO bid conditions. 3. Work-hours of Employment . . . . . The total number of hours worked by all employees in each classification; the total number of hours worked by each *minority group in each classification and the Total work-hours for all women. Classitic. tion . . . . . . . . . . The level of accomplishment or status of the corker in the trade. (C - Craftworker - Qualified, Ap = Apprentice, Tr - Trainee) . 4. Percent of minority work- hours of total work-hours The percentage of total minority work-hours worked of all work-hours worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor' s aggregate work force during reporting period. 6. Total Number of Employees . . • • Number of all employees working in contractor's aggregate work foree during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian and Pacific Islanders - both men and women. RE UTREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POL D PRESERVATIN OF PUBLIC NATURAL RESOURCES 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 : f Kin Count Ordinann ce No . 1527 requires Building and Land eve opment Divisio and Hydraulics Division review of grading and filling permits and unclassified use permits in flood hazard areas . Resolution No . 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services . Reivew by Hydraulics Division. ► Kin Co_unt�Ordinance No . 800, No. 900 No . 1116 and Resolution �. FTo178—�o:Zd5�3 , —No. 3� 8'�S4 a� No 11. c;3F ontained in--Ting County Code Titles 8 an 10 are provisicns or disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply . Review by Division of Solid Waste , Pu et_ g_ So,.nd Ai - Pollution Control Agency Re ulag_ lion I : A regu- ation to concon ro the emission o air contaminants rom 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 operations , and to make such information available to the public. See Puget Sound Pollution Control Agency Regulation I . r R.C.W. 90. 48 : Enacted to maintain the highest possible standards to ensure the purity of all water of I State consistent with public health and public enjoyment :of, the propagation and protecting of wildlife , birds , game, i' ` , and other aquatic life, ^nd the industrial developmen' of . .e State, and to that end reluire 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 Ir to cause pollution of such waters . The law also provides for civil penalties of $5 , 000/day for each violation. i M R. C.W. 70 . 95 : Establishes uniform statewide program for handling soli w� which will prevent land, air and water pollution. f Makes it u^lawful to dump or deposit solid wastes onto or under the surfac_ of the ground jr into the waters of this State except at a solid waste disposal site for which there is a valid permit . 1. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76. 04. 370 : Provides for abatement of additional fire haz- ard (lands upor, 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 nr 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 est fires or forest fire conditions . p R.C.W. 70. 94 . 660: Provides for issuance of burning permits for 4 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, giaveT,stone , and earth from borrow pits) which provide for fees and permits , plan or operation, reclamation plan , bonding , and inspection of operations . W.A.C. 332-18 : Delineates all requirements for surface mined an rec amaticn. 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 LSection 1 of the River and Harbor Act of June 13 1902 : Author- izes Secretary of Army and Corps' of 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 PL92-101 tat . Authorizes the Secretary -6 t e rmy, acting through the Corps of Engineers , to issue permits for the discharge of dredged or fill material into ' he navigable waters at specified disposal sites . Permits may be d-,nied if it is determined that such discharge will have adverse effects on municipal water supplies , shell fish beds and fishery areas and wildlife e- recreational areas . MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and HarborrASt�approved March 3, 1899: TroviTes— t-Fiai discharge o�i�use w—it�t a permit into navigable waters is prohibited. Violation is punishable by fine . Any citi- zen may file a complaint with the U. S. Attorney and share a For tion of the fine. -z- PERMITS REQUIRED FOR THE PROJECT ARE AS FOLLOWS : KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No. Z5789 requires an unclassified use perm t 7or i ing, quarrying including borrow pits and associ- ated activities sl:ch as asphalt plants , rock crushe s) 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 1171 requires a permit for construction on tate s ore Ines . ermit acquired by Public Works and reviewed by Building and Land Development Division. KKi�ingz --Count Ordinance No. 1488 rei, .ires permit for grading , land fills , -avel pits , dumping , quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGiON STATE DEPARTMENT OF FISHERIES AND GAME Chapter 112 , Laws of 1949: Reouires hydraulics permit on certain protects. King County Department of Public Works will obtain. ) r` WASHING.JN STATE DEPARTMENT OF ECOLOGY Y W.A.C. 173- 220 : Requires a National Pollutant Discharge 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 State surface or ground water (such as gravel washing , pit operations , or any operation which results in a discharge which contains turbidity. ) W.A.C. 508- 12-100 : Requires permit to use surface water. W.A.C. 508-12-190 : Requires that changes to permits for water use be reviewed y LTe 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 . r W.A.C. 508-12- 280 : Requires permit to construct storage dam. w W.A.C. 508-60 : Requires permit to construct in State flood control zone. King County Public Works securesone for design. 4 Contractor secures one for his operation (false work design, etc. ) . ■ -3- i p 1 PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL FX SOURCES R.C.W. 76 . 04 . 150 : Requires burning permit for all fires except for small out oor fires for recreational purposes or yard debris disposal . Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04 . 150 , 76. 04.170, 76. 04.180, and 70. 94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76. 08 . 030 : Cutting permit required before cutting merc- ant- ? e timber. R.C.W. 16 . 08. 275 : Operating permit required before operating power equipment in dead or down timber . R.C.W. 78. 14 . 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 River and Harbor Act of hfarch 3, 1899 : Requires permit or construct of er t an ri ges , see U. S. Coast Guard administered permits) on navigable waters (King County ➢epaitment of Public Works will obtain) . FIRE PROTECTION DISTRICT R. C.W. 52 . 28. 010, 52. 28 . n20 52. 28 . 030, 52 . 28. 040 , 52 . 28. 050: rove es aut or .ty or , requirements o ancTpenaities or ailure to secure a fire permit for building an open fire within a fire protection district. r UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1699 General Brid e Act o Marc 1 , an General ri e .Oct o 144 as amen f AuAu ust� , Requires a permit or construction obridge on naviga a waters (King County Department of P�ib'.ic Works will obtain) . King County Department of Public Works will comply with pertinent sections of the following laws while securing the afolc- mentioned permit : Section 4 (f) of Department of Transportation Act , National Environme:.tal Policy Act of 1969 , Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUIION CONTROL AGENCY Section 9. 02 d) (2) (iii of Regulation 1 : Req-est for % !rifica ,. lion o popu ati.on ensity . 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) , IM and Section 9. 15 (preventin^ particulate matter from becomin; airborne) . f -4- r PERdITS REQUIRED FOR THE PROJECT - Continue,1 ENVIRONhTrNTAI. PROTECTION AGENCY M Title 40, C1� ,Ier Ic , Part 61 : Requires that the Envi-onmental !. roiP ect�on g be notill.—eJ 5 days prior to the demol_tion of any structure containing asbestos material (eAcluding residential 4 structures having fewer than 5 dwelling units) . The abe- e requirements will be applicable only where called for on the various road projects . ,opies of these permits , ordinances , laws , and resoluticls are available for inspection at the Office of the Director cf Public Works, 900 King County Administration Building , Seattle , Washington. 98104 . It shall be the responsibility of the Con- tra�:tor to familiarize himself with all requirements therein. All costs resul•:ing therefrom shall be included in the Bid Prices avid no additional c;-npensation shall be made . CAll permits will be available at construction site. ■ i 1. 4s Ma h to t 1• H'WY-R32320-44 PREVAILING ''(INIMOM HOURLY WAGE RATES OECEMBER 23 , 1386 OCCUPATION: FLAGGERS ' LOCATION: CLALLAM, GRAYS HARSOR, ISLAND, JEFFERSGN, KING , KITSAP, LEWIS, AASON, PACIFIC (NORTH OF 'WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHATCOM COUNTIES, AND YAKIMA COUNTY ( THAT PORTION LYING WEST OF THE 120TH MERIDIAN) . FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 3/HR. WAGE RATE OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE C 2bJ-0010 FLAGGER 10_7d 260-0020 FLAGMEN OTHER 260-9010 SPATE : OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE HALF TIMES THE REGULA4 RATE OF PAY. C f V CITY OF RENTON AAPLEWOOJ GOLF COURSE SANITARY SEWER !- SE' rR PROJECT S-405 ■ PAGE 1 1. H„Y-R32320-AA PREVAILING MIN,�,UM HOURLY WAGE RATES DE'-EMBER 23, 19do OCCUPATION. LAdOKERS LUCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING , KITSAP , LEWiS, MASON, PACIFIC (NORTH OF 'dAHKIAKUM COUNTY NORTHERN BJUNDARY Y EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, Y SNJHOMISH, TiURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1. 75 S/HR. PENSION 1.55 S/HR, TRAINING FUND . 13 S/HR. WAGE RATES OCCUPATION OCCUPATION STATE y CODE DESCRIPTION RATE r GROUP 1 ■ 350-2100 t,'NJOW ClEANER 8.46 GROUP 2 C 350-0090 BATCH ti+EIGHMAN 10.78 353-0460 CRUSHER FEEDER 10.78 350-1260 PILOT CAR II. T8 350-1870 TOOLROOM MAN (AT J0B SITE ) 10.78 GROUP 3 350-0080 B:.LLAST REGULATOR MACHINE 14.96 L 350-0240 CARPENTER TENDER 14.96 350-0270 CEMENT FINISHER TENDEn 14.96 350-0310 CHIPPER 14.95 L" 350-3340 CHUCK TENDER 14.96 350-0350 CLEAN-UP LA30RER 14.96 350-0390 CONCRETE FORM STRIPPER 14.96 350-0470 CURING CONCRETE 14.96 350-3520 DEMOLITICN, WRECKING AND MOVING IINCL. 14.96 CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 14.90 350-0810 GABIJN BASKET BUILDER 4.96 11i 350-082u GENERAL LABORER 14.96 350-0860 GRINDERS 14.96 { , 350-1370 POT TENDER 14.96 ` CITY OF RENTON MAPLEWOOD GOLF COURSE SANITARY S=WER SEdER PROJECT S-405 r PAGE 2 ■ HWY-R32320-AA PREVAILING MINIMJM HOURLY WAGE RATES DECEMBER 23, 193o OCCUPATI, LABORERS LOCATION: CLALLAM, GRAYS HAR90R9 ISLAND, JEFFERSON, KING, KITSAP, LE41S, iASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DJE WEST TO THE PACIFIC OCEA!0 , PIERCE, SKkGIT, SNOHOMISH, THURSTON AND W4%TCOM COUNTIES. RAGE RATES OCCUPATION OCCUPATION STATE C C90F DESCRIPTION R 'TE GROUP 3 350-1340 P06DERMAN HELPER 14.9b 350-1765 STAKE HOPPER 14.96 353-1880 TCPMAN - TAILMAN 14.96 350-1943 TUGGER OPERATOR 14.9b 353-2030 VIBRATING SCREEU (AIR, GAS OR ELECTRIC) i4.96 GROUP 4 353-0050 ASPHALT RAKER L5.44 350-0250 CEMENT DCMPER - PAVING 15.44 350-0420 CONCRETE SAW OPERATOR 15.44 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 15.44 350-0720 FALLER AND 3UCKER - CHAIN SAW 15.44 350-0840 GRADE CHECKER AND TRANSIT MAN L5.44 L 350-0950 HIGH SCALER 15.44 350-0980 JACKHAMMER L5.44 350-1090 MANHOLE BUILDER 15.4ti L' 350-1300 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN 15.44 USING COMBINATION OF HIGH PRESSURE AIR AND WAT" TN CONCPxTE AND ROCK, SANDBLAST, GUN(` - Et SHOTCREIE) WATER BLASTER r` 350-1256 PAVEMENT 9REAKER 15.44 L 350-13.5 PIP; RELI.NER (NOT INSERT TYPE ) 15.44 350-1290 PIPELAYER AND CAULKER 15.44 L 350-1485 RAILROAD SPIKE PULLER (POWER) 15.44 350-1753 SPREADER (CONCRETE) 15.44 350-1750 SPREADER - CLARY POWER CR SIMILAR TYPES 15.44 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 15.44 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.44 1r OPERATED TOOLS 35C-,865 TIMBERMAN - SEWER (LAGGER, SHORER, G CRIBBER) 15.44 350-19J5 TRACK LINER (POWER) 15.44 CITY OF RENTCN MAPLEWOOD GOLF COURSE SANITARY SEWER SEWER PROJECT S-405 PAGE HWY-R32323-AA PREVAILING MINIMUM HOURLY WAGE RATFS DECEMBER 23, 1986 OCCUPATION: LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KIN:;, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKJM COUNTY NORTHERN BOUNDARY EXTENDED OJE WEST TO THE PACIFIC JCEAN), PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE . 03E DESCRIPTION RATE GROUP 4 350-2000 V12RATOR 15.44 350-2090 WELL-POINT MAN 15.44 GROUP 5 350-0200 CAISSON WORKER 16.05 350-1110 MINER 16.35 35,,-1380 POWDERMAN 16.05 35J-1530 RE-TIMBERMAN 16.05 OTHER 350-9010 STATE : EFFECTIVE 12/1/84 DELETE THE CLASSIFI- CATION OF CLEANING LABORER FROM GROUP l AND ADD IT TO GROI.l 3. 350-9355 STATE : OVERTIME: ALL HOURS IN EXCESS OF 8 HOURS PER JAY OR 40 HOURS PER MEEK, MJNOAY p THROUGH FRIDAY, AND ALL HOURS WORKED uN SAT- E URDAYS ( EXCEPT A MAKE-UP DAY ) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. ALL HOURS WOPKED ON SJNDAYS AND HCL1- Ik DAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE 350-9356 OVERTIMEE: MATE OF PAY. A MAKE-UP DAY MAY BE WORKED ON SATURDAY AT STRAIGHT TIME IF WORK E, IS LOST CUE TO WEATHER CONDITIONS. WORKING FOREMAN' 50 CENTS PER HOUR ABOVE THE HIGHEST CLASSIFICATION SUPERVISED CITY OF RENTON MAPLEWOOD GOLF COURSE SANITARY SEWER SEWER PROJECT S-405 PAGE 4 Ir HwY-R32320-AA PREVAILING MINIMUM HOURLY 'WAGE RATES DECEMBER 23, 198b OCCUPATIUN: LANDSCAPE CCNSTRUCTION �[+= LOCATION : KINGS KITSAPt PIERCE AND SNOHOMISH COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS - LANDSCAPE 3.33 V HR. LABORER TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 V HR. PLUMBER TOTAL HOURLY BENEFITS - LANDSCAPE 3.95 S/HR. EQUIPMENT OPERATOR WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE 370-0030 IRRIGATICN AND LANDSCAPE PLUMBERS 10.u2 373-0050 IRRIGATICN AND LANDSCAPE POWER EQUIPMENT 11.18 OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS 8.46 C 1� f kt i i. CITY OF RE`ITON 44PLEWOCO GJLF COURSE SANITARY SEWER SEWER PROJECT 5-405 PAGE ■ Hsi Y—R 32320—A A PREVAILING MINIMUM HOURLY WAGE RATES DECEM9ER 23, 1986 CCCUPATION: POWER EQUIPMENT OPERATORS LOCATION : CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON- KING, KITSAP, LEWIS, 4ASUN, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENOED DUE WEST TO THE PACIFIC OCEAN) , RIERCE, SKAGIT* SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND 'WELFARE 1.95 S/HR. PENSION 2.00 S/HR. TRAINI')G FUND .26 S/HR. «AGE RATES OCCUPATION OCCJPATION STATE CCOE DESCRIPTION RATE ****** STATE sA;;E RATE GROUP LISTING **#*** GROUP IA 573-5025 CRANE — CVERHEA09 BRIDGE TYPE 18.73 45 TONS THROUGH 99 TONS 570-5015 C.kANE — CVERHEAD, BRIDGE TYPE 18 . t3 100 TONS AND OVER 570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM 18. 73 INCLUDING JIR AND uVER C 5TO-5505 LOADER, 8 YARDS AND OVER 18. 73 570-3770 MUCKING MACHINES , MOLE, TUNNEL DRILL AND OR 18. 73 SHIELD 570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND CVER 18.73 570-5400 TRANSPORTERS, ALL TRACK DR TRUCK TYPE 16.7� GROUP I —5515 CABLE.IAYS 18.23 J-3520 CRANE OVER 43 TONS AND UP TO 100 TLNS OR 18.23 OVER 153 FT OF BOOM INCLUDING JIB Ifr� 570-5535 HCLICOPTER WINCH 18.23 570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS 18.23 573-5565 9J4J 4 AND SIMILAR, D-10 AND HD-41 18.23 570-5540 REMOTE CChTROL OPERATOR, ETC. 19.23 570-5525 ROLLAGON 16.23 570-5560 SCRAPERS, SELF—PROPELLED 45 YARDS AND OVER 18.23 570-5550 SHOVELS, aACKHOES OVER 3 YARDS TO 6 YARDS 18.23 CITY Of kENTON MAPLEWOCJ GOLF COURSE ` SANITARY SEWER SEWER PROJECT S-405 PAGE 6 f �j HwY-102320-AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMBER 239 1986 OCCUPATION: POWER EQUIPMENT OPERATORS f LJCATION: CI.ALLAM, GRAYS HARBOR, ISLAND, JEFFEKSGN, KING, KITSAP, LEwIS, ! MASON, PACIFIC (NJRTH OF WAHKiAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT. SNJHOMISH, THURSTON AND WHATCOM COUNTIES. WAGE RATES uCCuPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** STATE WAGE RATE GROUP LISTING ****** CGROUP 1 570-5555 SLIPFJRM PAVERS 18.23 570-5530 TOWER CRANE 18.23 GROUP 2 570-5575 BUMP CUTTER 17.79 570-5590 CHIPPER 17.79 570-5570 CONCRETE BATCH PLANT OPERATOR 17.T9 C 570-5035 CRAVE - OVERHEAD, BRIDGE TYPE 17.79 20 TONS THROUGH 44 TONS 57U-5580 CRANES, 20 TONS THRU 45 TONS 17.79 570-5595 CRUSHERS 17.79 570-5600 DERRICK 1T. 74 570-5605 DRILLING MACHINE 17.T9 570-5610 FINISHING MACHINE 17.79 C 570-5535 HYDRALIFTS 17.79 570-5630 LEADMAN MECHANIC - $0.30 OVER MECHANIC 17.79 570-3615 LOADERS, OVERHEAD JNOER 6 YARDS 17.79 570-5620 LOCOMOTIVES, ALL 17.79 570-5o25 MECHANICS, ALL 17.79 he 570-5635 ,MIXERS, ASPHALT PLANT 17.79 5TO-5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS, 17.79 PULLING SLOPES, OITCH=_S, ETC. S70-4730 PAVE OR CURB EXTRUDER ( ASPHALT AND CONCRETE) 17.79 M 570-5650 PILEDRIVER 17.79 570-5645 PUMP TRUCK MOUNTED CJNCRETE PUMP WITI, BOOM 17.79 ATTACHMENT 370-2555 ROTO-MILL PAVEAENT PROFILER 17.79 570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS 17.79 L57U-5655 SCREED .MAN 17.79 CITY OF KE4TJN MAPLEWOOJ GOLF COURSE SANITARY SEWER SE'wER PRJJECT S-435 LPAGE 7 L Y HWI-Z32320-AA PREVAILING MINIMUM HOURLY WAGE RATES CECEMBER 23, 1986 cOGi,UPATION: POWER cQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSCN, KING, KITSAP, LE«IS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BGUNOARY EXTENDED DUE WEST TO THE o?CIFIC OCEAr:I, PIERCE, SKAGIT, r SNOHOMISr19 THURSTON AND WHATCOM COUNTIES. �a WAGE RATES OCCJPATION OCCJPATION STATE r CODE DESCRIPTION RATE Fs *sass* STATE WAGE RATE GROUP LISTING s##*#• LGROUP 2 570-5660 SHOVELS, BA:;KHOES 3 YARDS AND UNDER 17.79 570-56o5 SOB-GRADER - TRIMMMER 17.79 570-5680 TRACTOR, 60 HP AND OVER , BACKHOE AND ATTACH. 17.79 GROUP 3 N V 570-5695 A-FRAME CRANE 17.43 570-5735 CONCRETE PUMPS 17.43 570-5705 CONVEYORS 17.43 570-5700 CRANES, UP T3 20 TONS 17.43 573-5o90 DOZERS, C-9 AND UN)ER, YO-YO, PAY COZER 17 .43 570-57o5 EQUIPMENT SERVICE ENGINEER 17.43 IV 573-5720 FORK LIFTS 17.43 y 573-5710 1' . 'STS, AIR TUGGERS, ETC. 17.43 573-2635 HtJRALIFTS / SCUM TRUCKS OVER 10 TCNS 17.43 i, 570-5715 LOADERS - 'VATING TYPE 17.43 L 570-5725 MOTOR PAT, GRADER - NUN-FINISHING 17.43 570-5785 OILER DRIVER ON TRUCK CRANE 45 TONS AND JNOER 17.43 570-574U ROLLERS, CN PLANT, ROADMIX OR MULTILIFT 17 .r3 MATERIALS 570-57v5 SAdS, CONCRETE 17.43 570-5750 SCRAPERS - CARRY ALL 17.43 -� 570-2815 SCRAPERS, CONCRETE 17.43 L 573-5755 SPREADERS, SLAW KNOB , ETC. 17.43 570-5775 TRACTOR , 60 HP AND UNDER, BACKHOE ANO ATTACH. 17.43 570-5'60 TRENCHING .MACHINES 17.43 GROUP 4 y, 570-56d7 A-FRA`tE CRANE, 10 TONS AVD UNDER 15.33 h C( TY OF RENTON 4APLEwOOD GOLF COURSc SANITARY SEWER SEWEP, ?ROJECT S-.05 LPAGE 8 ■ HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMBER 23 , 1986 OCCUPATION: POnER EQUIPMENT OPERATORS LOCATION: CLALLAA, GRAYS HARBOR, ISLAND, JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTH-ERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIER.;;E, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COONTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ***s** STATE '.AGE F.:.TE GROUP LISTING GROUP 4 570-5745 ASSISTANT ENGINEERS 15.33 570-2575 BOBCAT 15.33 570-5635 3ROJMS 15.33 570-5823 COMPRESSORS 15.33 570-5830 GRAJECHECKER AND STAKEMAN 15.33 +70-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER 15.33 57J-5790 OIL DISTRIBUTORS, BLOWERS, ETC. 15.33 573-5800 PAVEMENT PREAKER 15.33 570-4735 PERMANENT SHAFT-TYPE ELEVATOR .5.33 570-5805 POSTHOLE DIGGER, IECHANICAL 15.33 573-5913 POwEr2 PLANT 15.33 570-4745 PRC9E TENDER (ROTO-MILL ) 15.33 [�! 570-5825 PUMPS, WATER 15.33 y 570-5730 ROLLER, OTHER THAN PLANT ROAD MIX 15.33 570-5815 WHEEL TRACTORS, FARMALL TYPE 15.33 ****** FEDERAL WAGE RATE GROUP LISTING ***#** GROUP 1 � I v 570-5501 CRANE 100 TONS AND OVER OR 200 FT. OF dCOM -- INCLUDING JIB AND OVER 573-5506 LOADER, 8 YARDS AND OVER -- V 57J-3511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER -- GROUP 2 L570-5516 CA3LE'WAYS -- 570-5521 CRANE OVER 45 TONS AND UP TU 100 TON: OR -- LOVER 150 FT OF BOOM INCLUDING JIB ;;tTY OF RENTON ewr.OD GOLF COURSE 'Y SEWER -JECT 5-405 PAGE 9 ■ HwY-A3Z320-AA PREVAILING MINIMJM :; :JRLY WAGE RATES IECEMBER 23 , 1936 OCCUPATION: POWER EQUIPMENT OPcRATORS A LJCATIiiN: CLALLAN, GRAYS HARBOR, ISLAND, JEFFERSCN, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON ANJ 'WHATCOM COUNTIES. WAGE RATES fiY OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE ****** FEDERAL 'WAGE RATE GROUP LISTING ****** p GROUP 2 4 570-5536 HELICOPTER WINCH -- C 570-5546 LOADER, OVERHEAD 6 YARDS UP TO B YARDS =_ 570 -5566 QUAD 9 ANC SIMILAR, 0-10 AND HD-41 570-5541 REMOTE CCNTROL OPERATOR, ETC. 570-5521, ROLLAGCN -- 57J-5561 SCRA?ERS, SELF-PROPELLED 45 YARDS AND OVER =_ 573-5551 SHGVELS. BACKHO S OVER 3 YARDS TO 6 YARDS 573-5556 SLIPF ORM PAVERS -- C 570-5531 TCwER CRANE -- GROUP 3 C 570-5576 BUMP CUTTER =_ 570-5591 CHIPPER 570-5571 CONCRETE BATCH PLANT OPERATOR -- 570-5531 CRANES♦ 20 TONS THRU 45 TONS '- 570-5596 CRUSHERS 570-56J1 DERRICK 570-5606 DRILLING MACHINE -- 570-5611 FINISHING MACHINE 57J-5536 HYDRALIFTS 570-5616 LOADERS, OVERHEAD UNDER 6 YARDS -- 573-5626 MECHANICS, ALL -- 570-5636 MIXERS, ASPHALT PLANT 570-5641 MOTOR PATRCL GRADERS - FINISHING, BLUETCPS, ➢ULLINC, SLOPES, JITCHS, ETC. f , 570-5o51 PILEORIVER 570-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM ATTACHMENT 570-567o SCRAPERS, SELF-PROPELLED UNJER 45 YARDS -- CITY C? RENTON E MAPLEwJOJ ';OLF COURSE SANITARY SEINER SEWER PROJLCT S-405 PAt!F 10 ■ HWY-R32323-AA PREVAILING MINIMUM HOURLY WAGE RATES 3ECEM3LA 239 198S OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION ; CLAL'�A;4, GRAYS HARBOR, ISLANDS JEFFERSON, KING, KITSAP, LEWIS, M4S(.N, PACIFIC (NORTH OF IAHKIAKUM COUNTY '!ORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. p WAGE RATES IY OCCUPATIJN OCCUPATION STATE CODE DESCRIPTI3N RATE ****** FEDERAL WAGE RATE GROUP LISTING ►�* �* CGROUP 3 5TO-5656 SCREED MAN -- i70-3661 SHL.`LS, BACKHOES 3 YARDS AND UNDER -- 570-5*66 SUB-GKAOER - TRIMAER 570-5681 TRACTOR, 60 HP AND OVER, SACKHOE AND ATTACH. 573-5671 TRACTORS, BACKHOE -- GROUP 4 570-5696 A-FRAMF. CRANE _= 570-5656 BROOMS 570-5T3C CONCRETE PUMPS 570-3706 CONVEYORS - 570-5701 CRANES, UP TO 20 TONS -- 57J- 56?1 DOZERS, f-9 AND UNDER, YO-YJ, PAY DOZER -- 570-5771 DRIVER ON TRJCK CRANES OVER 45 TONS -- W 57J-576f, EQUIPMENT 5`111r 'E ENGINEER _- IL 573-5721 FORK LIFTS ` 57J-5711 HOISTS, Al- , ETC. -- 57J-5716 LOAUERS - _ TYPE -- �'' 570-5726 MOTOR PATR. ER - NON-FINISHING -- �., 570-573L MUCKINC MAC, ETC. -- 57J-5741 ROLLS ' '. ON PLANT, ROADMIX OR MULTILIFT -- ' MATERIALS -- Ilr 570-5746 SAWS, LONCRETE 570-571 SCRAPERS - CARRY ALL -- 570-5756 SPREAJERS, SLAW KNOX, ETC. -- 570-577o TRACTOR, 60 HP ANJ UNDER, BACKHOE AND ATTACH. _- 570-5761 TRENCHING MACHINES L L CITY OF RENTON MAPLEWOOD GOLF COURSE SANITARY SEWER SEWER PROJECT S-05 PAGE 11 L Golf Course Sanitary Sewer Bid S-405 2+ Proposal 8' Specification HAY-R32320-AA PREVAILING 4INIMUM HOURLY GAGE RATES DECEMBER 23, 1936 6 (XCUPATION: POWER EQUIPMENT OPERATORS LOCATION : CLALLA4, GRAYS HAR3CR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, 4ASON, PACIFIC (NORTd OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTEVOED DUE WEST TO THE PACIFIC OCEAN19 PIERCE, SKAGIT, SMOHOMISH, THURSTON AND WHATCOM COUNTIES. Y WAGE RATES [Y OCCUPATION OCCUPATION STATE CODE - DESCRIPTION RATE ****** FEDERAL WAGE RATE GROUP LISTING ****** �1 GROUP 5 ` 570-5796 ASSISTANT ENGINEERS -- 570-5821 CUMPRESSCRS 570-5771 OIL JISTRI3UTORS, BLOWERS , ETC. 570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER -- 570-5A01 PAVEMENT BREAKER -- p 570-5806 POSTHOLE CIGGER# 4ECHANICAL =_ 4 570-5811 POWER PLANT 573-5826 PUMPS , WATER 570-5781 ROLLER, OTHER THAN PLANT ROAD MIX _= 570-5416 WHEEL TRACTORS, FARMALL TYPE GROUP 6 570-5931 GRADECHECXER AND STAKEMAN -- OTHER 573-95T4 STATE-OVERTIME: ALL WORK PERFORMEJ IN EXCESS OF 8 HRS PER DAY OR 40 HRS PER WEEK, MONDAY F` THROUGH FRIDAY, AND ALL WORK PERFORMEO CN L SATJRDAYS, ! EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID 1G1/2 TIMES THE REGULAR L RATE OF PAY. ALL WORK ON SUNDAYS G HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 57J-9577 STATE : FOREMAN - 0.50 $/HR. OVER THE HIGHEST CLASSIFICATION UNDER HIS SUPERVISION. t r CITY OF RENTON MAPLEW000 GOLF COURSE A SANITARY SEWER SEWER PROJECT S-405 LPAGE 12 M HriY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMBER 23, 1486 CCCUPATIuN: POWER EQUIPMENT OPERATORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, AASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN 30UNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNJHOMISH, THURSTON AND WHATCOM COUNTIES. OTHER 4 570-9590 STATE-HOLIDAYS: NEW YEAR' S JAY, MEMORIAL DAY, FOURTH OF JULY, LABOR DAY, THANKSGIVING JAY, CFRIDAY AND SATURDAY AFTER THANKSGIVING DAY Y AND CHRIST.MAS DAY (8) . e c 0 C L' CITY OF RENTCN [' MAPLEWOOD GOLF COURSE r SANITARY SEWER SEwER PROJECT 5-405 PAGE 13 CHNY-R32320-AA PREVAILING AINIMUM HCJRLY WAGE RATES DECEMBER 239 1986 CLCVPATION: SURVEYORS LOCATION: CLALLA-4, GRAYS HARBOR, ISLAND, JEFFERSON• KING, YITSAP, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH* THORSTON AND WHATCCM COUNTIES. FRINGE BENEFITS CTOTAL HOURLY BENEFIT - PARTY CHIEF 1.50 S/HR. TOTAL HOURLY BENEFIT - INSTRUMENT 1.00 S/HR. PERSON IN TOTAL HOURLY BENEFIT - CHAIN PERSON .70 S/HR. �y 'AAGE RATES GCCJPATIJN OCCJPATION STATE CODE DESCRIPTION RATE M 720-0010 CHAIN PERSON 8.25 Y 720-0040 INSTRUMENT PERSON (JUNIOR ENGINEER) 10.00 720-0070 PARTY CHIEF (ASSISTANT ENGINEER) 11.50 OTHER �r 720-9010 STATE : OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL MYf BE PAID AT ONE AND ONE-HALF TIMES THE REGJLAR RATE OF PAY. C C C L CITY OF RENTON C 44PLEWUCD GOLF COURSE SANITARY SEWER SE DER PROJECT S-405 PAGE 14 ■ HwY-R32320-AA PREVAILI"IG '11NIMUM HOJRLY WAGE RATES JECEMdER 23, 1956 JCCUPATICN: TEAMSTERS LOCATION. CLALLAM, ;RAYS HARBOR, ISLAND. JEFFERSCN9 KING, KITSAP, LE'WIS , MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) • PIERCE, SKAGIT, SNOHOMISH, THURSTON. AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND ;vELFARE 1.89 S/4R. PENSION 1. 82 $/HR. kAGE RATES JCCUPATION CCCJPAT16N STATE CODE DESCRIPTION RATE GROUP 3B 73J-0140 BUS OR EMPLOYEE HAUL 17. 16 GROUP 1 730-0145 CHECKERS 17.06 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND 17.06 3ATCH PLANTS 730-1200 SAAAPER 17.06 GROUP LA 730-1B10 wAREHOUSEMAN AND CHECKERS 17.06 GROUP 2 I 730-1300 TEAM DRIVER 17.11 LGROUP 3 730-0110 BULL LIFTS, OR S'MILAR EQUIPMENT USED IN 17.16 LOADING OR UNLOADING TRUCKS, TRANSPORTING t MATERIALS ;N JOB SITES:NAREHOUSING Ir CITY OF RENTON lAPLEW000 GOLF COURSE SANITARY SEWER SE,IER PRJJcCT S-405 PAGE 15 HWY-R3Z320-AA PREVAILIN MINI;MUA HOURLY WAGE RATES DECEMBER 23, 1980 OCCUPATION: TEAMSTERS C LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON* KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY Z'XTENDED DUE WEST TO THE PACIFIC OCEAN) • PIERCE, SKAGITt SNJHOMISH, THURSTON, AND WHATCOM COUNTIES. WAKE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 3 730-02JD DUMPSTERS, AND SIMILAR EQUIPMENT.TCURNO-- 17.16 ROCKERS, TOURNOWAGCN, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, W-CSTINGHOUSE ATHEY WAGGN, EUCLIO, T'WC AN' FOLR-WHEELED r POWER TRACTOR WTH TR4ILER A110 SIMILAR 70P- Y LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK LN TEAMSTER JURIS:iCTiON:OUMP TRUCKS , SIDE, END AND 80TTOM JUMP, I"CLUOING SEMI-TRJCKS AND TRAINS OR COMSINATIO)•S THEREOF :UP TO AND INCLUDING 5 YARDS 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY 17. 16 SERVICE MAN AND/OR TIRE SERVICE .MAN 730-1100 SCISSORS TRUCK 17. 16 730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN 17. 10 TEAMSTER JURISDICTION) 733-1750 VACUUM TRUCK 17.15 733-2000 WATER WAGCN AND TANK TRUCK: UP TO 1600 17. 15 C GALLONS 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17. 16 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17. 16 GROUP 3A 730-0400 FLAHERTY SPREADER 17.49 GROUP 4 730-0500 FLATBED TRUCK, DUAL REAR AXLE 17 .27 LGROUP 5 730-OOdO BUGGY M03ILE AND SIMILAR 17.33 Ir CITY OF RENTON I MAPLEWCGJ JCLF COURSE r SANITARY SEWER SEWER PROJECT S-405 RAGE 16 HWY-R32320-AA PREVALLINi MINIMUM HOURLY 'WAG,. RATES DECEMBER 2j, 1966 M CUPATIJN: TEAMSTERS '+ LUCATION: SLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP , LEWIS, MASON, PACIFIC (NORTH uF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT# SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. WADE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 5 730-06TO HYSTER OP 'RATORS (HAULING BULK LCOSE 17.33 AGGREGATES) 730-1190 STRADDLE CARRIER GROSS, HYSTER AND SIMILAR) 17.33 730-2010 'WATER WAGCN AND TANK TRUCK: 1600 GALLONS 17.33 TO 3000 GALLONS GROUP 6 730-1500 TRANSIT-MIX, 0 TO AND INCLUDING 4. 5 YOS. 17. 37 GROUP 7 730-0213 DUHPSTERS, AND SIMILAR EQUIPMENT:TCURNU- 17.38 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT Ow �I1 SERIES9 TERRA COBRA, LETOUANEAU, WESTINGHOUSE L ATHEY WAGON, EUCLID, TWC AND FOUR-WHEELED POWER TRACTCR WTH TRAILER AND SIMILAR TCP- C LOAJEO EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:JUMP TRUCKS , SIDE, END AND BOTTOM DUMP , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THERECF:CVER 5 YARDS TO ANJ INCL. 12 YARDS 73J-GLIJ EXPLOSIVE TRUCK IFIELO MIX) AND SIMILAR 17.38 E3UIPMENT L T3J-O710 LOWBEO AND HEAVY DUTY TRAILER : U14DER 50 17.38 TONS GROSS 130-1140 SLURRY TRUCK DRIVER 17.38 730-1160 SVO-GO AND SIMILAR EQJIPMENT 17.3d 730-221 ) WINCH TR."CK: D'JA' REAR AXLE 17.38 t GROUP 7A ■ CITY OF AENTIN MAPLEWCOD GOLF COURSE SANITARY SEWER SEWER PROJECT S-405 PAGE 17 HWY—R3232')—AA PREVAILING MINIMUM HOURLY WAGE RATES DECEMBER 23, lift OCCUPATION: TEAMSTERS LUCATIUN: CLALLA4, GRAYS HAR3OR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, .MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOJNOARY EXTENOEO DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. wAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE C� GROUP 74 733-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17.49 GROUP 8 730-0220 DUMPSTEKS, AND SIMILAR EQUIPMENT:TCURNO- 17.44 ROCKERS, TCURNOWAGON, TOURNOTRAILER, CAT Dw SERIES, 'WQA (_.OfRA, 1.ETOURNEAU9 WESTINGHOJSE ATHEY WAGON, ELCLID, TW ' AND FOUR-WHEELED POWER TRACTOR NTH TRAIL�.R AND SIMILAR TOP- LOADED EQUIPMENT 1RANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS , SIDE, ENO AND BOTTOM DUMP , INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS r THEREOF:CVER 12 YARDS TO AND .ACL. 16 YARDS if GROUP 9 L 730-0100 8JLK CEMENT TANKER 17.49 730-0230 DUMPSTERS, AN] SIMILAR E;;UIPMENT:TJURNL- 17.49 ROCKERS, TJURNUWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, wESTINGHCUSE ATHEY WAGON, EVCLID, TWC AND FOUR-WHEEIEJ POWER TRACTOR 'WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND ( PERFORMING WORK IN TEAMSTER JURISDICTION:OUMP TRUCKS , SIDE, END AND BOTTOM JUMP, INCLUDING 1r SEMI-TRJCKS AND TRAINS OR COMBINATIONS THEAE3F:CVER 16 YARDS TO AND INCL. 20 YARDS L730-2015 WATER wAGCN AND TANK TRJCK: OVER 3000 GALLONS 17.49 CITY OF RENTON i MAPLEWCOD GOLF COURSE ` SANITARY SEWER SEdER PROJECT S-405 PAGE 13 HNY-R32320-AA PRtVAILING MINIMUM H URLY WAGE RATES DECEMBER 23, 148o OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HAAR3DR9 ISLAND, JEFFERSON, KING, KITSAP, LEW1S, MA: iON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN aCUNDARY EXTENOEU DUE WEST TO THE PACIFIC UCEAN) , PIERCE* SKAGIT, SNDHOMISH, THURSTON# AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP LO 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17.51 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING I GROUP 11 733-1405 TRANSIT MIX, 17.54 OVER 4 YOS. TO AND INCLUDING 6 YDS. GROUP 11A 730-1510 TRANSIT-MIX USED EXCLJSIVELY IN HEAVY 17.54 CONSTR. (OVER 4 YDS. TO AND INCL. 6 YDS.) GROUP 12 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.64 E,�UIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR ECUIPMENT IS IN USE M GROUP 13 , w 730-0240 DUMPSTERSr AND SIMILAR EQUIPMENT:TCURNO- 17.o6 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW t SERIES* TERRA CCBRA* LETOURNEAU, WESTINGHCUSE ATHEY WAGCN, EUCLID, TWO AND FOUR-WHEELED w POWER TRACTOR WTH TRAILER ANO SIMILAR TCP- LOADED EQUIPMENT TRANSPORTING MATERIAL ANJ i PERFORMING WORK IN TEAMSTER JURISCICTION:L'JMP ` TRUCKS, SIDE, :NO ANJ BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS ! THEREOF:CVER 20 YAROS TO AND INCL. 30 YARCS r CITY OF REVTCN ` MAPLEW000 ;OLF COURSE d SANITARY SEWER J-POER PROJECT S-405 PAGE 13 ■ HNY—R32320—AA PREVAILING AINIMUM HOURLY WAGE RATES DECEMBER 23, 19% OCCUPATION: TEAMSTERS f � LOCATION : CLALLAM, GRAYS HAR60R9 ISLANC, JEFFERSONr KING, KITSAP, LEW15r C MASON, PACIFIC (NORTH OF THE AAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIEkGE, SKAGIT, SNOHOAISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 13 733-0723 LOWBED AND HEAVY DUTY TRAILER : 50 TONS 17.66 GROSS TO AND INCLUDING i00 TONS GRCSS GROUP 14 730-1415 TRANSIT MIX, 17.70 OVER 6 YDS. TO AND INCLUDING 8 YDS. GROU-1 15 730-0230 DUMPSTEAS, AND SIMILAR E'JUIPMENT:TCURNO— 17.32 ROCKERS• TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHCOSE ATHEY WAGCN, EUCLID, T'WO AND FOUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK ICJ TEAMSTER JURISCICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS CR COMBINATIONS THERECF:CVER 30 YJS. TO AND INCL. 40 YDS. 730-3733 LOWBED AND HEAVY DUTY TRAILER: OVER 100 17.82 TONS GROSS vkCUP 15 f . 73�-1425 TRANSIT MIX, 17.d6 V OVER 3 YDS. TO AND INCLUDING 10 YDS. C L' CITY OF RENTON MMAPLEW000 GOLF COURSE SANITARY SEWER SEWER PROJECT S-405 PAGE 20 HWY-R32320-AA PREVAILING 1INIMUM HCURLY WAGE RATES DECEMBER 23, 1986 OCCUPATION: TEAMSTERS LOCATICN : CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSCN, KIN'i, KITSAP, LEWIS, '4ASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGITv SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 17 733-0250 3UMPSTERS9 AND SIMILAR EGUIPMENT:TCURNO- 17.98 ROCKERS, TOURNOWAGON, TOURN3TRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHZY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED ECUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS , SIDE, END AND BOTTOM DUMP , INCLUDING SEMI 'JCKS AND TRAINS OR COMBINATIONS THEREOI :OVER 40 YARDS TO AND INCL. 55 YARDS GROUP 18 730-1435 TRANSIT MIX, 18.33 M OVER 10 YDS. TO AND INCLUDING 12 YOS. 4 GROUP 19 730-1445 TRANSIT MIX, 18.19 OVER 12 YOS. TO A'.D INCLUDING 16 YDS. '+ GROUP 23 730-1447 TRANSIT MIY, 18.35 OVER 16 YOS. TO AND INCLUDING 20 YOS. LGRCUP 21 i 733-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: 13. 51 t OVER 20 YOS. Y CITY OF RENTON MACLEWCOO GOLF COUkSE SANITARY SEWER SEWER PROJECT S-405 PAGE 21 ■ HWY-R32320-AA PREVAILING MINIMUM HGJRLY WAGE RATES JtCEMBER 239 1986 U7 CUPATIGN: TEAMSTERS LOCATION: CLALLAM, GRAYS H4RBOR9 ISLANC, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE NEST TO THE PACIFIC OCEAN ) , PIERCE, SKAGIT, SNOHCMISmj THURSTON, AND WHATCOM COUNTIES. WAGE PATES OCCJPATION OCCUPATION STATE CODE DESCRIPTION RATE GROUP 22 730-J400 ESCORT DRIVER 12.00 730-1020 PILOT CAR 12.00 GROUD 23 730-J490 FLATBED TRUCK, SINGLE REAR AXLE 15.25 730-1010 PICK-JP TRUCK 15.25 GROUP 24 R 730-0810 MECHANIC HELPER 16.91 ii GROUP 25 730-0800 MECHANIC 1T.5G w GROUP 144 730-152J TRANSIT-MIX USED iXCL'JSIVELY IN HEAVY 17, 70 L CONSTR. :CVER 6 YDS. TO AND INCL. 3 YDS. GROUP 16A 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 17.30 y CONSTR. :OVER 3 YJS. TO AND INCL. 10 YJS . III � GROUP 13A 733-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18 .33 CONSTR. :OVER 10 YDS. TC AND INCL. 12 YDS. II CITY OF RENTON � NAPLEWOCJ GOLF COURSE SAYITAPY SEWER SEWER PkOJECT S-405 PAGE 22 Ili HWY—R32320—AA PRZVAILING MINIMUM HOURLY WAGE RATES OECEMBER 23, 1,,o6 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING• KITSAP, LEWIS, :4ASUN, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NJRTHERN BOUNDARY EXTENUEJ DUE WEST TO THE PACIFIC OCEAN) r PIERCE, SKAGIT, SNOHOMISH, THURSTJN, ANU WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE CODE DESCRIPTIGN RATE j GROUP 194 730-1553 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 16. 19 CONSTR. :OVER .2 YJS. TO AND INCL . 16 YOS. GROUP 20A 730-15SJ TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18.35 CUNSTR.:OVER 16 YOS. TO AND INCL. 20 YOS. GROUP 21A 730-1570 TRANSIT—MIX USED EXCLJSIVELY IN HEAVY 18.51 CONSTR. :CVER 20 YJS. OTHER 730-9735 STATE: FCR OCCUPATION 730-0260 IN GROJP 17 ADD . 15 S/HR. FJR EACH 10 YARD INCREMENT GVER 55 YARDS 730-9736 STATE : OVEATI'4E—ALL WORK PERFORMED IM EXCESS OF 8 HCURS PER DAY OR 40 HOURS PER WEEK, MON— DAY THROUGH FRIDAY , AND ALL WORK DERFLRMEJ ON w SATURJAYS (EXCEPT MAKE—UP DAYS) SHALL BE PAID li. AT 1+1/2 TIMES THE REGULAR RATE OF PAY. ALL WORK PERFORMED ON SJNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY . L L CITY OF RENTCN L 'A?LEWULU GGLF COURSE SwV1TARY SEWER SEER PROJECT 5-405 PAGE 23 i 1 i 1 1 1 SUPPLEMENTAL PROVISIONS i i i i 1 i i i 1 M CITY OF RENTON STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRICTION PREPARED BY THHE WA9IINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION 1984 EDITION SHALL BE HEREINAFTER REFERRED TO AS THE "STANDARD SPECIFICATIONS" !WD SAID SPECIFICATIONS TOGETHER WITH THE LAWS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCUAED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENi IRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE SPECIAL PROVISIONS HEREIN. A COPY OF THESE STANDARD SPECIFICATIONS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE 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 SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AMC WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEIN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND SUPPLEMENTAL PROVISIONS HEREINAFTER CONTAINED SHALL BE IN ADDITION TO OR SHALL SUPERSEDE PROVISIONS OF THE STANDARD SPECIFICATIONS IN CONFLICT HEREWITH. STANDARD PLANS THE STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE WASHINGTON STATE DIAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIH -NTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND HUn TN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON SIA14DARD PLANS IS ON FILE IN THE OFFICE OF THE PUBLIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WA.SHINGTON 96055, MERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. HEADINGS HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB-ARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENLE ONLY AND SHALL N'T AFFECT THE INTERPRETATION OF THE CONTRACT DOCUMENTS. SUPPLEMENTAL AND SPECIAL PROVISIONS STRLCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION T0, OR IN LIEU OF, THE STANDARD SPECIFICATIONS. WHERE SECTIONS ARE MARKED "REPLACEMENT SECTION" OR "PARTIAL REPLACEMENT SECTION", THE SPECIFICATIONS HEREIN ARE TO REPLACE, OR PARTIALLY REPLACE, THE STANDARD SPECIFICATIONS NOTED. - WHERE SECTIONS ARE MARKED "ADDITIONAL SECTION", THE SPECIFICATIONS HEREIN ARE f0 BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE MARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN ARE 10 BE A SLPP,cMENT TO THE STANDARD SPECIFICATIONS. DIVISION I GENERAL REQUIREMENTS 1-01 DEFINITION AND TEPoAS 1-01.10 DEPARTMENT, DEPARTMENT OF TRANSPORTATION (ADDITIONAL SECTION) WHEN THESE SPECIFICATIONS REFER TO THE DEPARTMENT OR DEPARTMENT OF TRANSPORTATION THIS REFERENCE WILL ALSO INCLUDE THE CITY WHERE APPLICABLE. 1-0,1,11 ENGINEER (REPLACEMENT SECTION) THE DIRECTOR OF PUBLIC WMS, ACTING DIRECTLY OR THPOUGH HIS AUTHORIZED REPRESENTATIVES. 1-01.23 SECRETARY, SECRETARY OF TRANSPORTATION (SUPPLEMENTAL SECTION) THE CHIEF EXECUTIVE OFFICER TO THE DEPARTMENT SHALL ALSO REFER TO THE DIRECTOR nF PUBLIC WORKS. 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 AMERICAN STANDARDS ASSOCIATION ASTM AMERICAJ 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 WHERE APPLICABLE, 1-01..�7 WORKING DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SMALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, DR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUBCONTRACTOR, Cl A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-01.38 ACT OF GOD (ADDITIONAL SECTION) "ACT OF GOD" MEANS AN EARTHQJAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHE"0* NON OF NATURE, A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL NTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, SHALL NUT BE CONSTRUED AS AN ACT OF GOD. I 1-01.39 OR EQUAL (ADDITIONAL SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECOMMENDATION OF THE ENGINEER, SHALL BE )'HE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTITUTION. 1-01.40 APPROVAL (ADDITIONALL. SECTION` THE TERM "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 1-02 8I0 PROCEDURES NO CONDITIONS 1-02.2 PLANS AND SPECIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING DOCUMENTS) WILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF DIE CITY OF RENTON PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH, RENTON WA. 98055. BIDDING DOCUMENTS MAY BE OBTAINED AT THE ABOVE OFFICE, OR BY MAIL, ON RECEIPT OF THE FEES AS SET FORTH IN THE CALL FOR BIDS. MAKE CHECKS PAYABLE TC THE CITY OF RENTON. 1-02.6(1) PROPRIETARY INFORMATION VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIAL(S) WHICH CONSTITUTE '(VALUABLE) FORMt1LAE, DESIGNS, DRAWINGS, AND RESEARCH DATA- SO AS TO BE IEXEMPT FROM PUBLIC DISCLOSURE, RCW 42.17.310, OR ANY MATERIALS OTHERWISE CLAIMED TO BE EXEMPT, ALONG WITH A STATEMENT OF THE BASIS FOR SUCH CLAIM OF EXEMPTION. THE DEPARTMENT (OR STATE) WILL GIVE NOTIM TO THE VENDOR OF ANY RFQUEST FOR DISCLOSURE OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSION. FAILURE TO SO LABEL SUCH MATERIALS OR FAILURE TO TIMELY RESPOND AFTER NOTICE OF REQUEST FOR PUBLIC DISCLOSURE HAS BEEN GIVEN SHALL BE DEEMED A WAIVER BY THE SUBMITTING VENDOR OF ANY CLAIM THAT SUCH MATERIALS ARE, IN FACT, SO EXEMPT. 1-02.12 PUBLIC OPENINGS OF BIDS (REPLACE)AENT SECTION) SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, PY FILING WITH THE CITY CLERK, 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 5TM OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED UNLESS SO STATED IN THE CULL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEJER TO AWARD ALL OR ANY SCHEDULE OF A 8I0 TO THE LOWEST BIDDER AT ITS DISCRETION. 144 SCOPE OF THE WORK 1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INISPECTOR AND THE CONTRACTOR OR HIS SUPERINTENDENT OR FOREMAN AS TO THE MEANING OR INTENT OF ANY PART OF THE PLANS AND SPECIFICATIONS OR ANY CONTRACT DOCUMENT, SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE PUBLIC WORKS DIRECTOR OR HI5 REPRESENTATIVES FOR INTERPRETATION AND ADJUSTMENT, IF WARRANTED. FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN CIR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE OF ANY SUCH WORK OR MATERIALS, OR THE PART OF THE IMPROVEMENT IN WHICH THE SAME MAY HAVE BEEN USED TO PREVENT DISPUTES AND LITIGATION, IT IS FURTHER AGREED BY THE PARTIES HERETO THAT THE PUBLIC ._ WORKS DIRECTOR OR HIS REPRESENTATIVE SHALL DETERMINE THE QUANTITY AND QUALITY OF THE SEVERAL KINDS OF WORK EMBRACED IN THESE IMPROVEMENTS, 'iE .SHALL DECIDE ALL QUESTIONS RELATIVE TO THE EXECUTION OF THE WORK AND THE INTERPRETATION OF THE. PLANS AND SPECIFICATIONS. IN THE EVENT THE CONTRACTOR IS OF THE OPINION HE WILL BE DAMAGED BY SUCH INTERPRETATION, HE SHALL, WITHIN 3 DAYS, NOTIFY THE ENGINEER AND THE CITY CLERK IN WRITING OF THE ANTICIPATED NATURE AND ANOINT 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 1-04.5 CONTINUED EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND 04E CONTRACTOR WILL EACH APPOINT AN ARBITRATOR AND THE TWO SHALL SELE:T A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS 94ALL BE FINAL AND BINDING ON THE PARTIES, UNLESS THE AGGRIEVED PARTY, WITHIN 10 DAYS, CHALLENGES THE FINDINGS AND DECISION BY SERVING AND FILING A PETITION FOR REVIEW BY THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. THE GRDUDS FOR THE PETITION rOR REVIEW ARE LIMITED TO SHOWING THAT THE FINDINGS AND DECISION, 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUBMITTED; 2. IS CONTRARY TO THE TERMS OF THE CORTRAC7 OR ANY COMPONENT THEREOF; 3. IS ARBITPARY AND/OR IS NOT BA-X0 UPON THE APPLICABLE FACTS AND THE LAW CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AND CONCLUSIONS BASED ON THE EVIDENCE ADDUCED AT ANY SUCH HEARING. THE ARBITRATION SHALL BE CONDUCTED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF WASHINGTON AND COURT DECISIONS GOVERNING SUCH PROCEDURE. THE COSTS OF SUCH ARBITRATION SHALL BE BORNE EQUALLY BY THE CITY AND THE CONTRACTOR UNLESS IT IS THE BOARO'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 BONE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AND IF THE CONTRACTOR I5 A NON-RESIDENT OF THE STATE OF WASHINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE COMMENCING WORK UNDER THIS CONTRACT. THE CONTRACTOR ACCEPTS THE TERMS AND CODITIONS OF A CHANGE ORDER BY ENDORSEMENT OF THE CHANGE ORDER, BY ACCEPTANCE THROUGH SEPARATE WRITING, OR BY FAILURE TO PROTEST AS PROVIDED IN THIS SECTION. ANY CHANGE ORDER ACCEPTED BY THE CONTRACTOR SHALL BE FULL EQUITABLE ADJUSTMENT FOR ANY WORK CHANGED OR REQUIRED BY THE CHANGE ORDER. THE CONTRACTOR ALSO ACCEPTS ANY WRITTEN OR ORAL ORDER, DIRECTION, INSTRUCTION, INTERPRE(ATION, OR DETERMINATION FROM THE ENGINEER BY FAILURE TO PROTEST AS PROVIDED IN THE SECTION. WHEN A CONTRACTOR PROTESTS A CHANGE ORDER OR OTHER WRITTEN OR ORAL ORDER, THE CONTRACTOR SHALL KEEP FULL AND COMPLETE RECORDS OF THE COSTS AND ADDITIONAL TIME INCURRED. THE CONTRACTOR SHALL PERMIT _ THE ENGINEER TO HAVE ACCESS TO THOSE RECORDS AND ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO ASSIST IN EVALUATING THE PROTEST. ALL PROTESTS WILL BE EVALUATED BY THE ENGINEER. IF THE ENGINEER FINDS THE PROTEST TO HAVE MERIT, " THE ENGINEER WILL MARE AN EQUITABLE ADJUSTMENT IN THE AMOUNT OF COSTS TO BE PAID FOR THE WORK OR THE TIME REWIRED AS HE DEEMS PROPER. IF THE ENGINEER FINDS THE PROTEST TO BE WITHOUT MERIT, NO ADJUSTMENT WILL BE MADE. PROTEST SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OBLIGATION TO PROCEED PROMPTLY WITH TH WORK AS ORDERED BY THE ENGINEER 1-04.10 USE OF MATERIALS FOUR (N THE PROJECT (ADDITIONAL SECTION) ALL SALVAGE MATERIAL A` NOTED ON THE PLANS AND TAKEN FROM ANY OF THE DISCARDED FACILITIES SHALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, Vl,VES AND APPURTENANCES, CATCH BASINS, AND STOFN AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AND DELIVERED TO THE CITY SHOPS. Supplemental Specifications (Rey 02/09/87) Page 4 F 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 SHALL BE HAULED, DUMPED, AND SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF OBTAINING MIS OWN WASTE SITE. ALL WORK INCLUDED IN THIS SECTION SMALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SHALL BE MAINTAINED SOLELY BY THE CONTRACTOR IN A MANNER AS DESCRIBED BELOW: THE CONTRACTOR SMALL BE PREPARED TO USE WATER TRUCKS, POWER SWEEPERS, 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 SMALL SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ANY WASTE SITE TO BE USED. COPIES OF THE PERMITS AND APPROVALS ARE TO BE SUBMITTED TO THE.. ENGINEER PRIOR TO STARTING ANY WORK. 1-04.13 HOURS OF WOW (ADDITIONAL SECTION) f THE VOWING HOURS FOR CITY PROJECTS WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO 5:00 P.M. THE HOURS OF WORK MAY BE CHANGED AT THE DISCRETION OF THE ENGINEER WHEN IT IS IN THE INTEREST OF THE PUBLIC OR THE CONTRACTOR DUE TO REASONS OF SAFETY, HEALTH, OR WELFARE. 1_1 1.14 COMTRACTOR'S COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION .._ THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH S SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE COMPLETE SET OF CONTRACT DOCUMENTS, INCLUDING ONE FULL SIZE SET OF DRAWINGS, SMALL BE KEPT AT THE SITE OF CONSTRUCTION IN GOOD CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES Or THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY THE OWNER AT NET COST OF REPRODUCTION. 1-05 CONTROL OF WORK 1-05.3 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SUBMITTED SHALL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER SHEETS VITH DIMENSIONS IN MULTIPLES OF 8 1/2 BY 11 INCHES. 1-05.3(1) SUBMITTALS (NEW SECTION', THE CONTRACTOR SMALL FURNISH FTVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDULES, AND MANUFACTURERS IN'_TRUCTIONS AS REQUIRED TO OEMONSTRA'E FULLY THAT THE MATERIALS AND EQUIPMENT TO BE FURNISHED AND THE METHOD OF WORK COMPLY WITH THE PROVISIONS AND INTENT OF THE SPECIFICATIONS AND DRAWINGS. IF THE INFORMATION SHOWS ANY _. DEVIATION FROM THE CONTRACT REQUIREMENTS, THE CONTRACTOR SHALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMATIDN, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. Supplemental Specifications (Rev 02/09/87) Page 5 1-05.5(l) CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. GRADES WILL BE ESTABLISHED IN THE FORM OF OFFSET STAKES AT DISTANCES NOT GREATER THAN 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 EMPLOYMENT A WORKER COMPETENT TO SET A BATTER BOARD OR OTHER CONSTRUCTION GUIDE FROM THE LIME AND GRADE STAKES GIVEN BY THE ENGINEER. TJCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, TWO" THE CONTRACTOR'S NEGLIGENCE, ANY STAKES SHALL BE DESTROYED AND REQUIRE RESETTING, A SUN SHALL BE OEDICTEO FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED -ROVIDING; 1. REQUESTS FOR USE, LISTING EQUIPMENT, AND METHOD OF OPERATION ARE SUBMITTED FOR CITY REVIEW AND APPROVAL AT LEAST FIVE DAYS PRIOR TO USE. 2. GRADES ARE CHECKED AT LEAST ONCE EVERY 50 FEET AND AT LEAST 3 TIMES DAILY BY CONVENTIONAL METHODS. 3 PROPER ANCHORING OF PIPE 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 PHASE OF HIS OPERATION TO PREVENT WORK DELAYS WHILE WAITING FOR CONSTRUCTION GUIDES. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR DETAILED DIMENSIONS AND FOR TRANSFERRING ELEVATIONS OR MEASUREMENTS MEASURED FROM SUCH STAKES AND MARKS. DELAYS BY REASON OF LACK OF STAKES OR A TIME REQUEST FOR SURVEY LESS THAN 3 DAYS, ARE DEEMED A RIS( TO THE O NTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS 'OAR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER 810 ITEMS IN THE PROPOSAL, AND NO FURTHER C(MPENSATION WILL BE MADE, UNLESS A BID ITEM FOR SURVEYING IS SPECIFICALLY LISTED IN THE SCHEDULE OF PRICES. 1-05.5(2) CONTRACTOR PROVIDED CONSTRUCTION STAKING (NEW SECTION) WHERE THE CONTRACTOR I5 REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR WHO SHALL PROVIDE ALL SURVEY STAKING NEEDED IN CONJUNCTION WIT4 THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE SANITARY SEWER _ SLOPE STAKING °IRE HYDRANTS CURBS AND GUTTERS STREET LIGHTING GRADING AND PAVING UNDER(ROuNDING POWER 6 TELEPHONE TELEMETRY TRAFFIC SIGNAL SYSTEM STORM DRAIN SYSTEM PSPAL CO, h P.N.W.B. VAULTS MONUMENTS MONUMENT REFERENCE/STRADDLE POINTS ' SIGNAL SYSTEMS h POLES - Supplemental Spectfications (Rey 02/09/87) Page 6 1-05.5(2) CONTINUED THE CONTRACTOR SHALL ASSUNIE FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RE-STAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTM-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 HATES WHICH SHALL CONTAIN AS-CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS Cr#CTRUCTED UDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AML OFF SET AND CUT TO EACH TEE, VALVE, BEND, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIDESEWER, WATEM. SERVICE, CURB, GUTTER, SIDEWALK, AND ALL OTHER CHANGES IN ALIGNMENT OR GRADE AS MAY BE NEEDED TO DRAW ACCURATE AS CONSTRUCTED RECORDS OF THE PROJECT, THESE NOTES SHALL BE KEPT LEGIBLY, IN A FUW44AT CONFORMING TO GOOD ENGINEERING PRACTICE IN A HARD COVERED FIELD BOOK SUPPLIED TO THE CONTRACTORS SURVEYOR BY THE CITY ON REQUEST. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATIONN FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REWIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD MATES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WOW COMPLETED AS OETERMINED BY THE C ENGINEER. ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING SHALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT-SHEETS AND SIMILAR VOW, SHALL BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL NOTES SHALL BE GIVEN TO THE CITY WHEN DkWE, 1-05.5(5) CONTRACTOR PROVIDEC AS-BUILT INFORMATION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, L AND DEPTH BELOW PAVEMENT, OF MLL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED UNDER THIS PROJECT. IT SHALL E7 THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DONE LNDER THIS CONTRACT. r-- MAJOR ITEMS OF WORK SMALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS: i MANHOLES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS 8 STANDARDS HYDRANTS MAJOR CHUWGES IN DESIGN GRADE(S) VAULTS CULVERTS AFTER THE COMPLETION r- THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE HARD � z14 FIELD BOOKS) CONTAINING THE CONSTRUCTION SHAKING, AND AS-BUILT NOTES; AND ONE SET OF WHITE PRIN. - OF THE CONSTRUCTION DRAWINGS LPW WHICH HE H45 PLOTTED THE NOTES OF THE CONTRACTOR LOCATING EXISTING UTILITIES, AO ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS-BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BDOK(S). THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY, THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FULL COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE ._ REQUIRED CONSTRUCTION AND AS-CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH 7)E MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS OETER41NED BY THE ENGINEER. Supplemental Specifications (Rev 02/09/87) Page 7 1-05.12 FINAL ACCEPTANCE (REPLACEMENT SECTION) THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF THE COMPLETION OF THE WORK WHEREUPON THE ENGINEER WILL PROMPTLY, BY PERSONAL INSPECTION, SATISFY HIMSELF AS TO THE ACTUAL COMPLETION OF THE WORK IN ACCORDANCE WITH THE TERMS OF THE CONTRACT, AND SHALL THEREUPON RECOMMEND TO THE OWNER THAT THE WORK IS ACCEPTABLE. FINAL DETERMINATION OF THE ACCEPTABILITY OF THE WORK SHALL BE MADE BY THE OWNER. ACCEPTANCE BY THE CONTRACTOR OF FINAL COMPENSATION FOLLOWING FINAL ACCEPTANCE BY THE CITY SWILL CONSTITUTE FULL AND FINAL PAYMENT FOR ALL WORK UNDER THE CONTRACT, INCLUDING ANY CLAIM FOR CHANGED CONDITIONS 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 (REPLACE)4ENT SECTION) WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INOIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF T,C CORPORATION OR OWNER OR TO THE CITY CLERK, OR IF SENT BY REGISTERED UINITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUENTS. 1-05.16 ERRORS AND CMISSIONS (NEW SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, LNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISK. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES CO THE PUBLIC 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL 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, SUE-ONTRACTORS, AND SUPPLIERS BALL STRICTLY ADHERE TO CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTOI (1967 EDITION AND AMENDMENTS TFERFOF) 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 FOR WHICH THE VEHICLE IS LICENSED. ANY VIOLATION OF THESE REGULATIONS SHALL BE REPORTED TO THE AFFECTED LAW ENFORCEMENT AGENT. THE CONTRACTOR IS TO FURNISH TO THE PUBLIC WORKS DIRECTOR A LISTING OF ALL HAUL VEHICLES USED ON THE PROJECT, LISTING THE VEHICLE NUMBER, LICENSE NUMBER, TARE WEIGHT, AND LICENSED LOAD LIMITS. 1-07.9 WAGES (REPLACEMENT SECTION) THIS CONTRACT IS SUBJECT TO CHAPTER 39.12 RCW, AND AMENOMFNTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES. ON FEDERAL AID PROJECTS, FEDERAL WAGE LAS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE SDMH IN THE CONTRACT, WHEN FEDERAL WAGE RATES AND FRINGE BENEFITS ARE LISTED, THEY ARE IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF LABOR DECISION NUMBER WA 83-5110. Supplemental Specifications (Rev 02/09/87) Page 8 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 WORKMEN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOWN TN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. 1N ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COPENSABLE 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 BIGGER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISC OF ANY INCREASED LABOR COST BY REASON OF PAVING HIGHER RATES THAN THOSE SHOWN IN THE CONTRACT. THE CITY DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCURED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS T4E CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR SHALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAt PREVAILING WAGE", A COPY OF THE PREVAILIW; WAGE RATES FOR THE PROJECT UPON WHICH Ti.c CONTRACTOR HAS INDICATED THE APPROXIMATE NUMBER OF WORKERS IN EACH CLASSIFICATION; AMD THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A COMPLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY 3E MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT (F LABOR AND INDUSTRIES AND BY THE 11. 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. IF THE CONTRACTOR MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGF RATES DETERMINED BY THE STATE DEPARTMENT OF LABOR AND INDUSTRIES, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM APPROVED BY THE STATE APPRENTICESHIP COUNCIL AND THE PERIOD OF PROGRESSION FOR EACH SUCH APPRENTICE EMPLOYEE. IF THE CONTRACTO., MAKES USE OF APPRENTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH TPLOYEES IN A PROGRAM OF A STATE APPRENTICESHIP AND TRAINING AGENCY APPROVED AND RECOGNIZED BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. IN THE ABSENCE OF SUCH A STATE AGENCY, THE CONTRACTOR SHALL SUBMIT EVIDENCE OF APPROVAL AND REGISTRATION BY THE U. S. BUREAU OF APPRENTICESHIP AND TRAINING. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER WRITTEN EVIDENCE OF THE ESTABLISHED APPRENTICE JOURNEYMAN RATIOS AND WAGE RATES IN THE PROJECT AREA, WHICH WILL BE THE BASIS FOR ESTABLISHING SUCH RATIOS AND RATES FOR THE PROJECT UNDER THE APPLICABLE CONTRACT PROVISIONS. IF ANY DISPUTE ARISES AS TO WHAT ARE THE PREVAILING RATES OF WAGES FOR WON( OF A SIMILAR NATURE TC 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 RL.FERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON' (OR TO THE U)rNITED STATES SECRETARY OF LABOR WHEN PREVAILINu WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE OETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES. BEFORE THE CITY WILL RELEASE EACH PROGRESS ESTIMATE PAYMENT CHECK, THE CONTRACTOR MUST SUBMIT A "CERTIFICATION BY GENERAL CONTRACTOR"(FORM SUPPLIED BY CITY), CONFIRMING THAT PREVAILING WAGE RATES HAVE BEEN PAID. Supplemental Specifications (Rev 02/09/87) Page 9 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, AND MORE THAN ONE JURISDICTIONAL AREA IS INVOLVED IN THE PROJECT, THE JURISDICTIONAL AREA INVOLVED SHALL BE SHOWN IMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERIOD OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THEREOF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOP. THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS 6' THE CONTRACTOR, THE CONTRACTOR EXP'ESSLY GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SAME TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF C AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT I5 TO BEGIN. i BEFORE PAYMENT IS MADE BY THE ^_ITV 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 MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L h I NUMBER 700-7 STATE 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 60.28.010, ARE RELEASED TO THE CONTRACTOR. FORMS MAY BE OBTAINED FROM THE DEPARTMENT OF LABOR AND INDUSTRIES. A FEE OF $12.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REWIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THE CONTRACTOR IS RESPONSIBLE FOR PAYMENT OF THESE FEES AND SHALL MAKE ALL APPLICATIONS DIRECTLY TO THE DEPARTMENT OF LABOR AND INDUSTRIES. THESE FEES SHALL BE INCIDENTAL TO ALL THE BID ITEMS OF THIS CONTRACT. IN ADDITION, THE PRIME CONTRACTOR SHALL SUBMIT TO THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES A "REQUEST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. 1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) li BEFORE PAYMENT OF THE FINAL ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS ENTERPRISE PARTICIPANTS ON THE FORM PROVIDED BY THE CITY; CERTIFYING THE AMOUNTS PAID TO MINORITY BUSINESS AND OR WOMEN BUSINESS ENTERPRISE ` PARTICIPANTS. 1-07.11(10) RECORDS AND REPORTS (REPLA'_ENENT SECTION) THE CONTRACTOR WILL BE REQUIRED TO COMPLETE AND SUBMIT THE FOLLOWING DOCUMENTS BEFORE PROGRESS AND OR FINAL PAYMENTS TO THE CONTRACTOR WILL BE APPROVED BY THE PUBLIC WORKS DIRECTOR: 1. EACH MONTH - DEPARTMENT OF LA80R STANDARD FORM 257 2. EACH JU_Y - STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION WETINC. Supplemental SpeciPicAtions (Rev 02/09/87) Page 10 1-07.11(10) CONTINUED AN EQUAL EMPLOYMENT OPPORTUNITY REPORT CERTIFICATE SHALL 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, 1966. THE FORM OF CERTIFICATE WILL BE FURNISHED TO THE CONTRACTOR WITH THE PROPOSAL, WHICH THE CONTRACTOR WILL NEED TO COMPLETE, STATING AS TO NETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS ABJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE HA-F SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIDDER TO FLRNISH 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 SHALL HAVE 10 DAYS AFTER NOTICE BY THE DIRECTOR OF PUBLIC M.F&S TO PROVIDE THE SAME. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUARANTEE, IN THE FORM OF BOND, CHECK, OR CASH WHICH ACCOMPANIED THE BID, WILL BE FORFEITED TO THE CITY. WHENEVER A CONTRACTOR REQUESTS PERMISSION TO SUBLET A FART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REgLATIONS 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 CERTIFICAH?ON FROM THE SUb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o, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT OF SOME OTHER PERSON, MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SHALL BE CHARGED TO THE CONTRACTOR. THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE SAFETY OF HIS AND HIS SUBCONTRACTOR'S EMPLOYEES, AND FOR HIS AND HIS SUBCONTRACTOR'S PLAIT AMC EQUIPMENT AND THE METHOD OF PROSECUTING THE WORK. DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SHALL PURSUE ONLY $UCH PORTIONS OF THE WORK AS SHALL NOT BE DAMAGED THEREBY. NO PORTION OF THE WORK WHOSE SATISFACTORY QUALITY OR EFFICIENCY WILL BE AFFECTED BY UNFAVORABLE CODITIONS SHALL BE CONSTRUCTED WHILE THESE CONDITIONS EXIST, 2NLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM. 1-07.14 RESPONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN TH-- PROJECT LIMITS AND ON ANY STREET WHICH IS UTILIZED BY HIS EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO AVOID CREATING A NUISANCE. Supplemental Specifications (Rev 02/09/87) Page 11 1-07.16 CONTINUED DUST AND MUD CONTROL SHALL BE CONSIDERED AS INCIDENTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS SECTION. COMPLAINTS OF DUST, MLA OR UNSAFE PRACTICES AID/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THP CONTRACTOR. I1-07.1e PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TP THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER T£ CONTRACT TOMTHER WITH THE RIGHT OF ACCESS TL, SUCH LAraS. THE CONTRACTOR 91ALL 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 THERETO NOT SHOWN OR DESCRIBED THAT MAY BE REQUIRED FOR TEMPORARY CONSTRUCTION FACILITIES OR STORAL= OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, DETOUR ROADS, OR OTHER T84PORARy WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL COFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS f 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 EASEMENTS, RIGHT.-OF-WAY OR FRANCHISE. ALL WORK SHALL BE ACCOMPLISHED SO AS TO CAUSE THE LEAST AMOUNT OF DISTURBANCE AND A MINIMUM AMOUNT OF DAMAGE. THE CONTRACTOR SHALL SCHEDULE HIS WORK SO THAT TRENCHES ACROSS EASEMENTS SHALL i.'OT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 HOURS. B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, 94ALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOTOD A CODITION AS FOLND. HE SHALL ALSO REPAIR ALL EXISTING STRUCTURES WHICH MAY BE DAMAGED AS A RESULT OF THE WORK UNDER THIS CONTRACT. C. EASEMENTS - CULTIVATED AREAS AND OTHER SURFACE IMPROVFMENTS. ALL CULTIVATED AREAS, EITHER AGRIC LTLRAL OR LAWNS, AND OTHER SURFACE IMPROVEMENTS WHICH ARE DAMAGED BY ACTIONS OF THE CONTRACTOR SHALL BE RESTORED AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION. PRIOR TO EXCAVATION ON AN EASEMENT OR PRIVATE RIGHT-OF-WAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TREN01 OR CONSTRUCTION AREA AND STOCKPILE 'T IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND SHRUBBERY SHALL BE CAREPULLY REMOVED WITH THE EARTH SLRRONDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BACKFILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING ON OTHER MEANS, OF ALL EARTH AND D-EBRIS. �... THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR-TYPE BACKHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND 84CKFILL, ON EASEMENTS DR RIGHTS-OF-WAY WHICH HAVE LAWN AREAS. ALL FENCES, MARKERS, MAIL BOXES, OR OTHER TEMPORARY Supplemental Specifications �- (Rev 02/09/87) Page 12 1-07.16 CONTINUED OBSTACLES SHALL BE REMOVED BY THE CONTRACTOR AND IMMEDIATELY REPLACE, AFTER THE TRENCH IS BACKFILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS-OF-WAY, DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTP,ICIION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SHALL BE ESTABLISHED BY PHOTOGRAPHS TAKEN AND/OR INSPECTION MADE PRIOR TO CONSTRUCTION. ALL SUCH WORK SHALL BE DONE TO THE SATISFACTION OF THE PROPERTY OWNERS AND THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 0. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORAi.ON OF THE SURFACE OF A! STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR DOES NOT HAVE LABOR OR MATERIAL IMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SU INFORM THE OWNER. TfE OWNF . WILL MACE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES Mo SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOP. EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INPORMAT'tN WITHOUT UNCOVERING AND MEASURING. TH.- OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL PUBLIC AND PRIVATE COMPANIES HAVING UTILITIES AND/OR FACILITIES IN THE VICINITY OF THE CONSTRUCTION AREA. CALL BEFORE YOU OI6 THE 48 HOUR LOCATORS 1-800-424-5555 IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SURFACE DRAINAGE, SEWERS, UNOERDRAINS, CONDUIT, UTILITIES, SIMILM UNDERGROUND STRUCTURES, OR PARTS THE.iEOF, 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 DWI EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT MR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OP. BY THE CONTRACTOR AS DIRECTED BY THE CITY. 1-07.18 PL6LIC LIABILITY AND PROPERTY DAMAGE INSURANCE(REPLACETENT SECTION-FEDERAL AID CONTRACTS ONLY THE CONTRACTOR SHALL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBIC LIABILITY AND PROPERTY DAMAGE INSURANCE WITH COPANIES OR THROUGH SOURCES APPROVED BY THEE STATE INSURANCE COMMISSIOER PURSUANT TO TITLE 48 RCW. THE AMOUNT OF COVERAGE SHALL NOT BE LESS THAN A SINGLE LIMIT OF $1,000,000.00 FOR BODILY INJURY INCLUDING DEATH AND PROPERTY DAMAGE PER OCCURRENCE. CERTIFICATION BY THE CONTRACTOR THAT A POLICY HAS BEEN OBTAINED FROM A PARTICULAR COMPANY AND IS IN EFFECT SHALL BE FOPWAROEO YO THE ENGINEER WITH THE SIGNED CONTRACT AS PROVIDED IN SECTION 1-03.3. AS SOON AS POSSIBLE, BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR THE INITIAL PROGRESS ESTIMATE PAYMENT TO RE PAID UNDER THIS CONTRACT PURSUANT TO SECTION 1-09.9, THE CONr,,C 7R SHALL FORWARD TO THE SECRETARY THE ORIGINAL POLICY OBTAINED. IF A POLICY CURRENTL', IN FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE Supplemental Specifications (Rev 02/09/87) "age 13 r- 1-07.18 CONTINUED CONTRACTOR MAY SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY, A CERTIFICAT'N 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 HAS FULLY COMPLIED WITH THIS SECTION. THIS REMEDY IS NOT EXCLUSIVE: AND THE CITY MAY TAKE SUCH OTHER ACTION AS IS AVAILABLE TO IT UNDER OTHER PROVISIONS OF THIS CONTRACT, OR OTHERWISE IN LAW. COVERAGE IN THE MINIMM AMOUNT SET FORTH HEREIN SHALL NOT BE CONSTRUED TO RELIEVE THE CONTRACTOR FROM LIABILITY IN EXCESS OF SUCH COVERAGE. 1-07.23(1) PUBLIC CONVENIENCE MD SAFETY (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS FLUNG THE CONSTRUCTION AREA PRIOR i0 CONSTRUCTION. THE NOTICE SHALL CONTAIN A DESCRIPTION OF THE SCOPE OF THE PROJECT, THE CONTRACTORS NAME AND ADDRESS, THE CONTRACTORS REPRESENTATIVES NAME AND OFFICE AND EMERGENCY PHONE NUMBERS AND THE OWNERS REPRESENTATIVES NAME AND PHONE NUMBER. THE NOTICE SHALL BE MAILED 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 SHALL ALSO NOTIFY ALL LOCAL POLICE, TRANSIT, AND FIRE DEPARTMCNTS, AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISHED BY THE OWNER ON REQUEST. THE CONTRACTOR SHALL FURTHER .4TIFY EACH OCCUPANT .N PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRCNT OF EACH PROPERTY. 1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNLS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE "LRCHASEO FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERMENT PRINTING OFFICE, WASHINGTON, D.C., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING P' THE CONTRACT PLANS, AS APPLICABLE, IF THE CONTRACTORS PLAN OF OPERATIONS IS IN COW_ICT WITH TH: CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SOWING THE NECESSARY a !STRUCTION SIGNS AND BARRICADES REQUIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE CONTRACTOR MALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FLAGMEN , AND EQUIPMENT, CONSTRUCTION WARNINGS, AND NIGRT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FROM � INJURY AS OF RESULT OF HIS OPERATIONS (SEE M.U.T.C.O.). IF THE CONTRACTOR SHOULD FAIL TO MAINTAIN SUFFICIENT LIGHTS AND BARRICADES, IN THE OPINION OF THE ENGINEER, THE CITY SHALL HAVE THE RIGHT TO PROVIDE THESE LIGHTS AND BARRICADES AND DEDUCT SUCH COSTS FROM PAYMENTS DUE THE CONTRACTOR. WOW; SHALL 3E FESTRUCTURED, T'HE ORDER OF WORK MODIFIED, THE HOURS OF WORK MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEERS 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, AI.L COSTS IN CCNNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE CONSIDERED INLIDENTAL TO THE WOW INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM "TRAFFIC CONTROL" IF SUCH AN :TCM IS INCLUDED IN THE PROJECT. TRAFFIC MOVEMENT SHALL W�REIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHALL BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS OUL AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUC40UT THIS SPECIFICATSUN. THE FOLLOWING IS A SUMMARY OF REGULATIONS THAT WILL APPLY TO TRAFFIC CONTROL. OPERATIONS ON THIS PROJECT, BUT DOES NOT Supplemental Specifications — (Rev 02/09/87) Page 14 1-7.23(3)CONTINUED LIMIT OR SUPERSEDE OTHER REGULATIONS OF THE STANDARD SPECIFICATIONS: 1. THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", AS WELL AS THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) "TRAFFIC CONTROL IN CONSTRICTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT MAY 1977, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. 2. SAMPLE TRAFFIC CONTROL PLANS ARE INCLLDED AS A PART OF THIS DOCUMENT. AT THE PRE-CONSTRUCTION LUHFERENCE THE CONTRACTOR SHALL PRESENT THE PLAN TO BE USED ON THIS PROJECT AND DESIGNATE THE PERSON RESPONSIBLE FOR TRAFFIC CONTROL AT THE WORK SITE. THE TCP SMALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHS AM DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS HEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RiDiT 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. 3R AS DIRECTED BY THE ENGINEER. f 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 COMPLIANCE WITH MUTCD/FHWA STANDARDS. NO WORK SHALL BE DONE ON OR ADJACENT TO THE ROADWAY UNTIL ALL NECESSARY SIGNS AND TRAFFIC CONTROL DEVICES ARE IN RACE. e,. WORK SITE TRAFFIC CONTROL WILL BE SUBJECT TO PERIODIC INSPECTION BY THE ENGINEER; THE CONTRACTOR WILL BE REQUIRED TO TAKE TIMELY AND APPROPRIATE ACTION TO CORRECT CONDITIONS THAT ARE UNSAFE OR CAUSING IAJCllE 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 WORM UNTIL THE CODITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY DTM$RS 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 CONECTION THEREIN. 1-07.23(6) DUST CONTROL (ADDITIONAL SECTION) I THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF OUST AM DEBRIS AT THE END OF EACH WORKING DAY. IN AUDITION, THE CONTRACTOR SHALL PROVIDE SPRINCLING, AS NECESSARY, TO ALLEVIATE OUST 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 ANC CONDITIONS GF THE EASEMENTS AND RIGHT-OF- ACCESS DOCUMENTS. Supplemental Specifications (Rev 02/09/87) Page 15 1-08 PROSECUTION AND PROGRESS 1-08.3 PROGRESS SC EDULE (REPLACEMENT SECTION) IMEDIATELY AFTER EXECUTION ANi DELIVERY OF THE CONTRACT, AND BEFURE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR SHALL DELIVER TO THE ENGINEEER AN ESTIMATED CON TRUCTTr; PROGRESS SCHEDULE IN A FORM SATISFACTORY TO THE ENGINEER, SHOWING THE PROPOSED DATES OF COMMENCEMENT AND COPLETION OF EACH OF THE VARIOUS PAY 11EMS OF WOK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PA) -4T THAT WILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ALSO FURNISH PERIODIC ITF"IZED ESTIMATES OF WORK DONE FOR THE PURPOSE OF MAKING PARfiAL PAYMENTS THEREON. THE COST INCURF6 '4 MAKING UP ANY OF THESE SCHEDULES WILD BE USED Ol Y FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A Sk IS FOR ADDITIONS TO OR DEDUCT JNS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS WILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SL6MIT REVISED SCHEDULES IN THE SANE FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WOWING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME WILL BE MADE UP, AND CONFER WITH THE ENGINEER UNTIL AN APPROVED MODIFICATION OF THE ORIGINAL SCHEDULE HAS BEEN SECURED. FURTHER, IF AT ANY TIME A PORTION OF THE ACCEPTED SCHEDULE IS FOUND TO CONFLICT WITH THE CONTRACT PROVISIONS, IT SHALL UPON REQUEST BE REVISED BY THE CONTRACTOR AND THE WORK SHALL BE PERFORMED IN COPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE C041 RACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEP.EBY MADE AN OBLIGATION OF THE CONTRACT. 1-08.3(1) PRE-CONSTRUCTION CONFERENCE (NEW SECTION) PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR, ENGINEER, ALL SUBCOVTRAL'TORS, UTILITY DEPARTMENT, @IASI PUBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE- CONSTRUCTION COHERENCE, WITH TIME, RACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE INCURRED. THE TIME, PACE AND DATE OF THESE WEEKLY MEETINGS SALL BE ESTABLISHED AT THE PRE-CONSTRUCTION CONFERENCE. 1-C8.4 PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTrR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMENCING WORK. THE SAME NOT SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTOV EXCHANGE TELEPHONE NUMBER, 40 THE SCHOOL DISTRICT WHEN WORKING WITHIN A ROADWAY RIGHT-OF- WAY. THE CONTRACTOR SHALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 1-OD.5 TIME OF COMPLETION (ADDITIONAL SECTION) REPLACE 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 WORKING DAY IS ANY DAY NOT OTHERWISE DEFINED HEREIN AS A NON WOWING DAY. A NON WORKING DAY 15 DEFINED AS A SATURDAY, SUNRAY OR RECOGNIZED HOLIDAY OR A DAY ON WHICH THE CONTRACTOR IS " SPECIFICALLY REQUIRED BY THE CONTRACT TO SUSPEND CONSTRUCTION. Supplemental Specifications (Rev 02/09/87) Page 16 1-08.5 CUNTIOLED ALL DEFi .T,ONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RE:1)ONIZE^ HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, MEMORIAL DAY, JULY 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS n,Y UCCtRS ON A TUESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SMALL BE A HOLIDAY WHEN RISTMAS DAY OCCURS ON A MONDAY, WEDNESDAY, OR THIRSDAY. WHEN CHRISTMAS DAY OCCURS ON A JRDAY, THE TWO PRECEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHtISTMAS DAY .,JRS ON A SUIDAY, THE TWO WOWING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. Tlv CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COMPLETION IN ALL PARTS AND RFZIIREFEMTS. THE PROJECT SHALL BE COlkA7ED WITHIN THE TIME NOTED IN THE CALL FOR BIDS. HIDED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS -ARTMENT, TO EXTEND THE TIME OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS ti SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR Ml:TERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COMPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO COMPLETE THE WORK WITHIN THE TIME REQUIRED. 1-08.9 LIQUIDATEC DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES 00 NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUIPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT COMPLETION DATE. THE COST OF ADDITIONAL INSPECTION AND SUPERVISION SHALL BE AN AMOUNT EQUAL TO ACTUAL SALARY COST PLUS 100 PERCENT FOR OVERHEAD. 1-08.11 OVERTIME WORK By OWNER EMPLOYEES (NEW SECTION) WHEN THE CONTRACTOR PEfU'CRMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HOURS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY Al THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY :N DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL MOTIF',' THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR CN EACH MONTHLY ESTIMATE. 1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALONE SHALL AT ALL TIMES BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR'S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MACE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SMALL BE CONSIDERED AS EXTRA. WORK AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE -- SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR 91ALL FNPLOY SUICH MEASURES AS ADDITIONAL FENCING, BARRICADES, AND WATCHMEN SERVICE, AS HE DEEMS NECESSARY FOR THE PUBLIC SAFETY AND FOR THE PROTECTION OF THE SITE AND HIS PLANT AND EQUIPMENT. THE OWNER WILL BE PROVIDED KEYS FOR ALL FENCED, SECURED AREAS. Supplemental Specifications (Rev 02/09/87) Page 17 1-08.13 ATTENTION TO WORK (NEW SECTION) THE CONTRACTOR SHALL GIVE HIS PERSONAL ATTENTION TO AND SHALL SUPERVISE THE WORK TO THE ENO THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE I5 NOT PERSONALLY PRESENT ON THE WORK SITE, HE SHALL AT ALL REASONA9_E TIMES BE REPRESENTED BY A COMPETENT SUPERINTE.DENT WHO SHALL HAVE FULL AUTHORITY TO EXECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, MID LABOR WITHOUT DELAY, AM 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 MEASUREMENT 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 QUYANTITIES 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, -TOSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, CATE, WEIGH-MASTERS 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 PROTECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT. IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. B. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BROUGHT TO THE SITE BY ANY OTHER MEANS W".L 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 WORK PR0GRESS SCHEDULE, AS DESCRIBED IN j SECTION 8, HAS BEEN RECEIVED AND APPROVED. IN THE EVENT THAT ANY MATERIAL OR WORKMANSHIP DOES NOT MEET THE REQUIREMENTS OR SPECIFICATIONS, THE CITY MAY HAVE THE OPTION TO ACCEPT SUCH MATERIAL OR WORKMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SL..:H ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED -HE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. PAYMENT FCR PIPE INSTALLED SHALL BE MADE ON THE FOP LOWING SCHEDULE ONLY: ,. CONDITION OF PIPE INSTALLED PERCENT OF BID PRICE PAID PIPE INSTALLED AND NOT TESTED. 80.0% PIPE INSTAL,_EO AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% Supplemental Specifications _ (Rev 02/09187) Page 18 DIVISION 2 EARTHWORK 2-01 CLEARING, GRUBBING, AM ROADSIDE CLEAM P 2-01.2 DISPOSAL OF USABLE MATERIAL 8 DEBRIS (PARTIAL REPLACEMENT SECTION) OELETE: "THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW." ADD: "THE CONTRACTOR SHALL COMPLY WITH ALL LAWS A11D RULES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS." 2-01.20) DISPOSAL METHOD NO. 1 - OPEN BURNING - DELETE 2-01.2(2) DISPOSAL METHOD NO. 2 CONTROLLED BURNING - DELETE 2-01.2(3) DISPOSAL METHOD NO. 3 - DELETE 2-01.2(4) DISPOSAL METHOD NO. 4 LAND FILLS (A6DITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL .NOT SALVAGED BY THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANCITHER APPROVED METHOD ARE TO BE 7ISPOSED OF AT A LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY. 2-01.3(4) ROADSIDE CLEANUP - DELETE 241.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEM 4 2-02 REMOVAL OF STRLICTUtES AND OBSTRUCTIONS 2-02.3(3) REMOVAL OF PAVEMENT, SIDEWALKS AND CURBS ADD. 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 SHALL BE PLACED TO A MAXIMUM DEPTH OF 1 INCH IMMEDIATELY AFTER BACKFILLING AND COMPACTION ARE COMPLETED AND BEFORE THE ROAD IS OPENED TO TRAFFIC. 2-02.5 PAYMENT (SUPPLEMENTAL 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 INCLUCING SAW CUTTING AND COLD MIX -- ASPHALT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER BID ITEMS UNLESS DESIGNATED AS A SPECIFIC BID ITEM. Supplemental Specifications (Rev 02/09/87) Page 19 2-03 ROADWAY EXCAVATION AND EMBANKMENT 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WOW INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATEC AS PAY ITEMS IN THE CONTRACT: 1. HAIL 2. SLOPE ROUDING 3. EXCAVATION OF STRUCTURES, DITCHES AND CHANNELS. A. REMOVAL OF UNSUITABLE MATERIALS. 5. REMOVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRLDFD 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 AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER WILL REWIRE THE CONTRACTOR TO PROVIDE INFORMATION ON HOW DRILLING, LOADING AND SHOOTING WILL BE ACCOMPLISHED. ALSO, THE CONTRACTOR WILL PROVIDE A DETAILED EXPLANATION OF WHAT PRECAUTION WILL BE FOLLOWED IF BLASTING IN AN URBAN OR RESIDENTIAL AREA. 2-03.3(14)E UNSUITABLE FOUNDATION EXCAVATION (REPLACEMENT SECTION) MEN SHOWN ON THE PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, INSTABLE NAT!RAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST OF PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STUMPS. THE MATERIAL SHALL BE EXCAVATED BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER TO GIVE THE CONSTRUCTED EMBANKMENT FULL BEARING ON SOLID GROUND. MATERIALS EXCAVATED FROM THE ROADWAY OR CHANNEL CHANGE PRISMS, WILL NOT BE CLASSIFIED AS UNSUITABLE FOUNDATION EXCAVATION UNLESS THE REMOVAL MUST BE ACCOMPLISHED BY DRAGIINE OPERATION OR BY SPECIAL EXCAVATION METHODS REWIRING 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 OISPLACEIENT OF UNSUITABLE FOUNDATION MATERIALS - DELETE 2-03.4 MEASUREMENT (SUPPLEMENTAL SECTION) ADO TO ITEM 1. AT THE DISCRETION OF THE EWIINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE FOUNDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN THE HAILING VEHICLE AT THE POINT OF LOADING. THE CONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET SHALL HAVE THE TRUCK NUMBER, NAME AND 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 HALL. TL? AND FROM THE JOB SITE AS r PART OF THEIR WIT PRICE. r Supplemental Specifications (Rev 02/09/87) Page 20 94 2-03.5 CONTINUED REPLACE PARAGRAPH 1 ITEM 1 WITH: "WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SUBGRADE, UNIT CONTRACT PRICES FOR ROADWAY EXCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE MAN 2 FEET BELOW SUBGRADE, THAT PART BELOW THE 2-FOOT DEPTH 94ALL BE PAID FOR AS PROVIDED FOR IN SECTION 2- 03.5(3) UNSUITABLE FOUDATION EXCAVATION." REF`LACE 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 FILL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWI°E DISPOSING OF THE MATERIAL INCLUDING HAUL. WHEN NO BID ITEM FOR "UNSUITABLE FOUNDATION EXCAVATION" APPEARS IN THE SCHEDULE OF PRICES, BUT AN ITEM FOR FOUNDATION MATERIAL CLASS A OR CLASS 8 APPEARS IN THE SCHEDULE OF PRICES, THE PAYMENT SHALL BE AS SET FORTH IN SE.'.TION 2-n9.5.7. WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WOW AS MAY BE ORCERED BY THE ENGINEER SHALL BE ACCOMPLISHED AS EXTRA WORK AMU PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1- 04.4. REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOR EMBANIPIENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED." 2-04 HAUL 2-04.5 PAY14NT (REPLACEMENT SECTION) ALL COSTS FOR THE HAULING OF MATERIAL TO, FROM OR ON THE JOB SITE SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK. 2-05 SLOPE TREATMENT 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INC;LUDEC THE UNIT CONTRACT PRICE OF OTHER UNITS OF WOPX. 2-09 STRICTURE EXCAVATION 2-09.1 DESCRIPTION (_SUPPLEMENTAL SECTION) THIS WON ALSO INCLUDES THE EXCAVATION , HALL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEAT, MUCK, SWAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOZ AND STLWPS. 2-09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: GRAVEL BACKFILL FOR FOUNDATION MATERIAL SHA;.L BE CRUSHED OR PARTIALLY CRUSHED MATERIAL NEE-. .., THE REQUIRENIENTS OF SECTION 9-30.78 FOR GRADATION AND QUALITY. Supplemental Specifications (Rev 02/09/87) Page 21 2-09.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION REFACE THE SECOND AND THIRD PARAGRAPHS WITH: THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS B SHALL INCLUDE ALL COSTS FOR LOADING AND HAULING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) MINIMUM TRENCH WID-H FOR PAYMENT SHALL BE 1 FOOT. HORIZONTAL LIMIT FOR PIPELINES LARGER THAN 42 INCHES, PIPE ARCHES MORE THAN 50 INCHES IN SPAN, STRUCTURAL PLATE PIPE, AND UNDERPASS SWLL BE 1.5 FEET. LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION MUST BE MADE BELOW GRADE. DELETE THE LAST TWO PARAuYRAPHS. 2-09.5 PAYMENT (REPLACEMENT SECTION) WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PlY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CLASS A,-PER CUBIC YARD. 2. "STRUCTURE EXCAVATION CLASS 8,"PER CUBIC YARD. THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALI BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUMPING INCLUDING HAUL. IF THE ENGIMEEF OROERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PANS, THE UNIT PRICE PER CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SMALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR fHE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS E "ENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENNGINEEk APPROVES. WHEN "STRUCTURE EXCAVATION CLASS B" I5 NOT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION, AND ALL HALL AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REQUIRED TO EXCAVATE TO LINE AND GRADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONDUIT AND NO ADDITIONAL PAYMENT SHALL BE MADE. S. "SHORING AND CRIBBING OR EXTRA EXCAVATION CLASS A.....," UNP SIN. THE LUMP SLIM CONTRACT PRICE SHALL BE FILL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NEEDED TO BUILD, DEWATER, 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 N"aMER WILL PAY AS PROVIDED IN SECTION 1-04.4. IF THE ENGINEER REQUIRES THE CONTRACTOR TO BUILD SHORING OR CRIBS OR EXTRA EXCAVATION CLASS A THAT EXTENDS BELOW THE ELEVATION SHOWN ON THE PLANS, THE OWNER WILL PAY THE LUMP SUN PRICE AND NO MORE WHEN THE EXTRA EXCAVATION DEPTH DOES NOT EXCEED THREE FEET. FOR DEPTHS GREATER THAN THREE FEET BELOW THE ELEVATION SHOWN ON THE PLANS PAYMENT WILL BE AS PROVIDED IN SECTION 1-04.4. 6. "GRAVEL BACKFILL(KIND)." PER TON. THE UNIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BACKFILL USED SHALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED, Supplemental Spe.ifications .. (Rev 02/09/87) Page 22 r 2-09.5 CONTINUED UNLESS OTHERWISE SPECIFIED GRAVEL BACKFTLL, GNAVC'. ROPP;N, &?C rjllw RUN CRAVEL FOR TRENCH BACKFILL SHALL REFER TO GRAVEL 94SE CLASS B AS DErl*_ �^ ,I.C'7R,1 i 1.10 fK THt SUPPLEMENTAL SPECIFICATIONS. 7. "FOUNDATION MATERIAL CLASS A OR CLASS B". PER TON. IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PANS TO PEMOVE UNSTA&E, OR UNUSABLE, OR UNSUITABLE MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL. LABOR, MATERIAL, AND EQUIr1ENT REQUIRED T- EXCAVATE, LOAD, HAUL, AND DISPOSE OF SUCH MATERIAL, AND TO REPLACE :HE MATERIAL WITH FOUNDATION MATERIAL CLASS A OR CLASS 8 SHALL BE PAI[1 IN THE BID ITEM "FOUNDATION MATERIAL CLASS A OR CLASS B"(SECTION 9-0�.12(1)), PER TON AND NO ADDITIONAL PAYMENT SHALL BE MADE. 2-11 TRIMMING AND CLEANUP 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL. SECTION) ADD TO 'ARAGRAPH 1: 7. 'IEMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, AND OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRLGBING. R. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER. 9. FILL HOLES A SMOOTH AID CONTRA THE GROUND. 10. SHAPE THE ENDS OF -IjTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE. U1. OBLITERATE ABk4DONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SURROUNDINGS. Supplemental Specifications (Rev 02/09/87) Page 23 DIVISION 5 SLWACE TREATMENTS NA PAVEMENTS 5-OA ASPHALT CONCRETE PAVEMENT 5-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 10 "DRIVE WAY ASPHALT- WITH: 10. "MISCELLANEOUS AID/CR DRIVE WAY ASPHALT," PER TON. ALL COST FOR THE ITEM l2 CRACK SEALING, 13 TET4`CRARY STRIPING, d 14 REMOVING TEMPORARY STRIPING SHALL BE CONSIDERED INCIDENTAL TO AMp INCILMD IN THE UNIT CONTRACT PRICE OF OTHER WITS OF WORK." 5-05 CEMENT CONCRETE PAVEMENT 5-05.03(18) CEMENT CONCRETE DRIVEWAYS (SUPPl9ENTAL SECTION) CONCRETE FOR DRIVEWAYS SHALL BE CLASS A(3/4) AS SPECIFIED IN SECTION 6-02.3(2). 5-05.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 7 WITH: 7."CEMENT CONCRETE DRIVEWAY", PER SOUARE YARD I Supplemental Specifications (Rev 02/09/87) Page 24 DIVISION 6 STRUCTURES 6-11 ROCKERIES (NEW SECTION) 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCOUNTERED, INCLUDES THE EXCAVATION AND SHAPING OF THE CUT DR FILL SLOPES AND FURNISHING AND CONSTRUCTING ROD(ERIES/ROCK RETAINING WALL WHERE SHOWN ON THE PLANS OR W.JE DIRECTED BY THE ENGINEER. 6-11.2 MATERIALS ROC( WALLS SHALL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, A14DESITE OR OTHER IGNEOUS ROCK. INDIVIDUAL PIECES OF ROCK SHALL BE SCUM AND RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES WEIGHING 50 TO 150 GRAMS AND TESTED FOR SOUNDNESS WITH SODIUM SULFATE IN ACCORDAIICE WITH AASKTO T1D4, THE LOSS THROUGH A ONE-INCH SIEVE AFTER 6 CYCLES BALL NOT EXCEED 35% BY WEIGHT, THE ROD( MATERIAL SHALL BE AS NEARLY RECTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMOUNT OF VOID SPACE BETWEEN THE BLOCKS. NO STONE SHALL BE USED WHICH DOES NOT EXTEND THROUGH THE WALL. THE ROC( MATERIAL SHALL BE HARD, SOUND, DURABLE AND FREE FROM WEATHERED PORTIONS, SEAMS, CRACKS AND OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMA OF 160 POUNDS 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 SHALL BE CONSTRUCTED OF ONE-MAN ROCKS, (85 TO 300 POUNDS) EACH 10" IN ITS LEAST DIMENSION; TWUU-MIN ROCKS, (300 TO 600 POUNDS) EALIH 13" IN ITS LEAST DIMENSION; THREE-MAN ROCKS (800 TO 1,200 POUNDS) EACH ' ;" IN ITS LEAST DIMENSION; FOUR-MIN ROCKS (1,500 TO 2,200 POUNDS) EACH 18" IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FOLTH-MAN ROCKS S 4LL (Y1LY BE USED FOR THE FIRST COURSE OF ROCK I0 WALLS OVER 6 FEET IN HEIGHT. 6-11.3 (CONSTAUCt ION REQUIREMENTS) THE ROC( UNAOADING 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 BALL SE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCHES OR MORE THAN ONE FOOT IN DEPTH BELOW SUBGRAOE IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES UR MORE THAN ONE FOOT IN DEPTH BELOW THE EXISTING GROUND LEVEL IN EMBANKMENT SECTIONS. AREA$ ON WH'CH THE ROCKERY IS TO BE PLACED SHALL BE TRIMMED AND DRESSED TO CONFORM TO THE ELEVATION OR SLOPE INDICATED. THE ROC( WALL CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION OF THE CUT OR FILL SECTION. ROCK SELECTION AND PLACEMENT SHALL BE SUCH THAT THERF. WILL BE NO OPEN VOIDS IN THE EXPOSED FACE OF -. THE WALL OVER 6 INCHES ACROSS IN ANY DIRECTION. THE ROCKS SHALL BE PLACED AND KEYED TOGETHER WITH A MINIMUM OF VOIDS. PARTICULAR ATTENTION SHALL BE GIVEN TD THE PLACING AM KEYING TOGETHER OF THE FINAL COURSE OF ALL ROCKERIES. THE FINA COURSE SHALL HAVE A CONTINUOUS APPEARANCE AND BE PLACED _ TO MINIMIZE EROSION OF THE ;BACKFILL MATERIAL. THE LARGER ROCKS SHALL BE P ACED AT THE BASE OF THE ROCKERY SO TIAT THE WALL WILL BE STABLE AND HAVE A STABLE APPEARANCE. THE ROCKS SHALL BE CAREFULLY PLACED BY MECHANICAL EQUIPMENT AND IN A MANNER SUCH THAT THE LONGITUDTNAL AXIS IF THE ROCK SN"t.L BE AT RIGHT ANGLES OR PERPENDICULAR TO THE ROCKERY FACE. THE ROCKS SHALL HAVE ALL INCLINING FAQ SLOPING TO THE BACK OF THE ROCKERY. EACH ROW OF ROCKS WILL BE SEATED AS TIGHTLY AND EVENLY A_ POSSIBLZ ON THE ROCK BELOW IN SUCH A MANNER THAT THERE WILL BE NO MOVEMENT BETWEEN THE TWO. AFTER Supplemental Specifications (Rev 02/09/87) Page 25 6-11.3 CONTINUED SETTING A COURSE OF ROCK, ALL VOIDS 9ETWEEN THE ROCKS SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK TO ELIMINATE ANY VOI^ SUFFICIENT TO PASS A 2 INCH SQUARE PROBE. 6-11.3.1 ROCKERY BACKFILL THE WALL BACKFILL SHALL CONSIST OF 1-1/2 INCH MINUS CRUSHED ROCK OR GRAVEL CONFORMING TO SECTION 9- 03.9(3). THIS MATERIAL WILL BE PLACED TO AN 8 INCH MINIMUM THICKNESS E WEEN THE ENTIRE WALL AND THE CUT OR FILL MATERIAL. THE BACKFILL MATERIAL WILL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INCHES BELOW THE COURSE OF ROCKS PLACED. THE BACKFILL WILL BE PLACED ASTER EACH COI,RSE OF ROCKS ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF THE ROCK COURSE WILL BE REMOVED BEFORE SETTING THE NEXT COURSE. 6-11.3.2 ORfIN PIPE A 4 INCH DIAMETER PERFORATED PVC PIPE SHALL BE PLACED AS A FOOTING DRAIN CEHIND THE ROCKERIES AS SHOWN IN THE STANDARD PLANS, AND CJNNECTED TO THE STORM DRAINAGE SYSTEM MERE SHOWN. 6-11.3.3 REJECTION OF MATERIAL THE INSPECTOR WILL HAVE THE AUTHORITY TO REJECT :.NY DEFECTIVE MATERIAL AM TO SUSPEND ANY WORK THAT IS BEING IMPROPERLY DONE, SUBJECT TO THE FINE,;, DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6-11.4 MEASUREMNT MEASUREMENT OF THE FINISHED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOF 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 YARD. THE UNIT PRICE PER SQUARE YARD SHALL BE FULL COMPENSATION FOR THE ROCKERY/ROCK RETAININ" WALL IN PLACE AND SHALL INC UDE ALL WORK, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE INSTALLATION. Supplemental Speoif1cations (Rev 02/09/87) Page 26 EMEME 1 DIVISION 7 DRAINAGE STRUCTURES, STOW SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS 7-01.4 MEASUREMENT (ADDITIONAL SECTION) ADD TO PARAGRAPH 2: "WHEN THE CONTRACT DOES NOT INCLUDE 'STRUCTURE EXCAVATION CLASS B' AND •STRUCTURE EXCAVATION CLASS. 8 INCLUDING HAIL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SHALL BE INCLUDED IN OTHER CONTRACT PAY ITETMS." 7-02 CULVERTS 7-02.2 MATERIALS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: PVC PIPE ...................... 9-05.12 PVC PIPE: WHERE PLAIN OR REINFORCED CONCRETE, STEEL, OR ALU►IINUA ARE REFERRED TO IN SECTION 7-02 IT SHALL BE UNDERSTOOD THP REFERENCE IS ALSO MADE 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 SMALL BE LAID BEGINNING AT THE LOWER END, WITH THE BELL END UPGRADE. PEA GRAVEL 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 JOINT A RU!3BER GASKETED CONCRETE CILLAR WILL BE USED AT THE POINT OF CONRECTION. 742.4 MEASLREME,HT (PARTIAL REPLACEMENT SECTION) DELETE LAST PARAGRAPH 7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 20 AND REPLACE WITH: 1. "_" Storm drain pipe per L.F. 2. "_" Corrugated Steel Arch Pipe per L.F. 3. "_" X "_" Corrugated Aluminum Arch Pipe per L.F. A. "Concrete Class C" per C.V. 5. "_" Diameter Flared End Section Per Ea. DELETE PARAGRAPHS 5 h 7 7-03 STRUCTURAL PLATE PIPE, PIPE ARCH ARCH, AND UNDERPASS — 7-03.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) Paragraph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2.09.5" Supplemental Specif.cations (Rev 02/09.187) Page 27 7-03.5 PAYMENT (PARTIAL R_PLACENENT SECTION) 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. 7-04 STORM SEWER 7-04.2 MATERIALS (SUPPLEMENTAL SECTION) ADO: PVC SEWER PIPE ........................ 9-05.12 7-04.3(1)8 PIPE BEDDING (SUPPLEMENTAL SECTION) ADD: PIPE BEDDING FOR PVC SEWER PIPE SHALL CONSIST OF PEA GRAVEL. IT SHALL 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 BE PROv IDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIE"ICATIONS. 7-04.3(3) BACKFILLING STORM SEWER THENCHFS (SUPPLEMENTAL SECTION) ADD TO PARAGRAPH 3: PVC PIPE SHALL BE BEDDED AND BACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 7-04.3(1)8 PRIOR TO BACKFILLING THE REMAINDER 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 9Y THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER 0fbIC YARD, WHICHEVER IS LESS. 7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE STORM SEWEL TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS B OR STRUCTURE EXCAVATION CLASS B INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09. 7-D4.5 PAYMENT (PARTIAL REPLACEENT SECTION) DELETE ITEMS I THROUGH 8 AND RE,-ACE WITH: 1. ^ ^ Storm Serer pipe, per L.F. Con crete ncrete Class C, per C.Y. WHEN NO 810 ITEM "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SCHEDULE OF PRICES, PIPE BEDDING, AS SOWN IN THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SHALL SE MADE. REPLACE PARAGRAPH 3 WITH: TESTING OF STORM SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND "- iMCLUDEO IN THE UNIT CONTRACT PRICES FOR �THEF ITEMS. Supplemental Specifications ~ (Rev 02/09/87) Page 28 mmmo 7-05 MRINOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS 7-05.3(1) ADJUSTING MANHOLES AND CATCH BASINS TO GRADE (SUPPLEMENTAL SECTION) ADD: IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH CRUSHED RON OR GRAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EIGHT INCHES BELOW THE SUBGRAOE AND COVERED WITH A TEMPORARY WOOD COVER. EXISTING HANDLES SMALL BE CUT OFF AND COVERED IN A SIMILAR MANNER. THE CONTRACTOR SHALL CAREFULLY REFERENCE EACH MANHOLE SO THAT THEY MAY BE EASILY FOUND UPON COMPLETION OF THE STREET WORK. AFTER PLACING THE GRAVEL OR CRUSHED STONE SURFACING, THE MANHOLES AND MANHOLE CASTINGS SHAD BE CONSTRUCTED TO THE FINISHED GRADE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING MANHOLES TO GRADE SHALL CENTER ABOUT THE MANHOLE AND BE HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION OF THE MANHOLE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE BACKFILLED WITH MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THOROUGHLY COMPACTED. WHERE BITUMINOUS SURFACE TREATMENT IS TO BE PLACED, THE MANHOLE CASTINGS SHALL BE INSTALLED FROM 1/2 INCH TO ONE INCH HIGHER THAN THE ROADWAY SURFACE, AS THE ENGINEER MAY DIRECT. IN CEMENT CONCRETE PAVEMENT: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES SHALL BE CONSTRUCTED AND ADJUSTED IN THE SAME MANNER AS OUTLINED ABOVE EXCEPT THAT THE FINAL ADJUSTMENT SHAD BE MADE AND CAST IRON FRAME BE SET AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN PLACING THE CONCRETE PAVEMENT, EXTREME CARE SHALL BE TAKEN NOT TO ALTER ME POSITION OF THE CASTING IN ANY WAY. IN ASPHALT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT 1S COMPLETED, A' WHICH TIME THE CENTER OF EACH MANHOLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT 44ALL BE CUT IN A RESTRICTED AREA AND BASE MATERIAL BE REMOVED TO PERMIT REMOVAL OF THE COVER. THE MANHOLE SHALL THEN BE BROUGHT TO PROPER GRADE UTILIZING THE SAME METHODS OF CONSTRUCTION AS FOR THE MANHOLE ITSELF. THE CAST IRON FRAME SHALL BE PLACED ON THE CONCRETE BLOCKS AND WEDGED UP TO THE DESIRED GRADE. THE ASPHALT CONCRETE PAVEMENT SHALL BE CUT AND REMOVED TO A NEAT CIRCLE, THE DIAMETER OF WHICH SHALL BE EQUAL TO THE OUTSIDE DIAMETER OF THE CAST IRON FRAME PLUS TWO FEET. THE BASE MATERIALS AND CRUSHED ROCK SHAD. BE 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 FINISHED PAVEMENT SURFACE. ON THE FOLLOWING DAY THE CONCRETE, THE EOLE OF THE ASPHALT CONCRETE PAVEMENT, AND THE OUTER EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ASPHALT CONCRETE SHALL THEN BE PLACED AND COMPACTED WITH HAND TAPERS AND A PATCHING ROLLER. ASPHALT CONCRETE WILL BE PAID FOR AS " ASPHALT CONCRETE PAVEMENT, CLASS 8 INCLUDING PAVING ASPHALT PER TON". THE COMPLETE PATCH SHALL MATCH THE EXISTING PAVED SURFACE FOR TEXTURE, DENSITY, APO UNIFORMITY OF LiLOE. THE JOINT SETWEEN THE PATCH AND THE EXISTING PAVEMENT SHALL THEN BE CAREFULLY PAINTED WITH MOT ASPHALT CEMENT OR ASPHALT EKA-jION AND SHALL BE IMMEDIATELY COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CEMENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SMALL "C THOROUGHLY MORTARED AND PLASTERED. ADJUSTMENT OF INLETS: THE FINAL ALIGNMENU AND GRADE OF CAST IRON FRAMES FOR NEW AND OLD INLETS TO BE ADJUSTED TO GRADE WILL BE ESTABLISHED FROM THE FORMS OR ADJACENT PAVEMENT SURFACES. THE FINAL ADJUSTMENT OF THE TON OF THE INLET WILL BE PERFORMED IN SIMILAR MANNER TO THE ABOVE FOR MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB A.vD GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME NOT EMBEDDED IN THE GUTTER SECTION SHALL BE SOLIDLY S48EDDED IN CONCRETE ALSO. THE CONCRETE SHALL EXTEND A MINIMLM OF SIX INCHES BEYOND THE EDGE OF THE CASTING AND 94ALL BE LEFT 1 1/2 INCHES BELOW THE TOP OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT CONCRETE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF THE CASTIZ SHALL BE PAINTED WITH HOT ASPHALT H'EMENT. ADJUSTMENTS IN THE INLET STRUCTURE SHALL BE CONSTRUCTED IN THE SAME MANNER AND OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS. y SUFplemental SpH Ficatlons (Hey 02/09/87) Page 29 7-05.3(1) CONTINUED THE INSIDE OF THE INLETS SHALL BE MORTARED AND PLASTERED. MONUMENTS AND CAST IRON FRAME AND COVER: MONI+ENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO GRADE IN THE SAME MANNER AS FOR MAN.XES. VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SAME MANNER AS FOR MANHOLES. 7-05.3(2) CONNECTION TO EXISTING LINE, CATCH BASIN, CURB IN.ET OR MANHOLE (NEW SECTION) WHERE 94OWN ON THE PLANS, NEW DRAIN PIPES SHALL BE CONNECTED TO EXISTING LINE, CATCH BASIN, CURB INLETS ANC/OR MANHOLES. THE CONTRACTOR SHALL BE REQUIRED TO CORE DRILL INTO THE STRUCTURE, SHAPE THE NEW PIPE TO FIT AND REGROUIT THE OPENING IN A WORKMANLIKE MAKER. WHERE DIRECTED BY THE ENGINEER OR WHERE SHOWN ON 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 CONNECTION OF AN EXISTING LINE TO A NEW STRUCTURE. NO "CONNECTION TO EXISTING" WILL BE ACCEPTED AT LOCATION OF NEW INSTALLATION, RELOCATION AND ADJUSTMENT OF LINE MANHOLES, CATCH BASINS OR CURB INLETS. THE UNIT BID PRICE PER EACH SHALL BE FUEL COMPENSATION FOR ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED. 7-05.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: I'I 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 BE PAID I'I AS EXTRA DEPTH MANHOLES ", OR EXTRA DEPTH CATCH BASINS, TYPE , "; PER VERTICAL FOOT REPLACE PARAGRAPH 4: WITH: STRUCTURE EXCAVATION CLASS B AND STRUCTURE EXCAVATION CLASS B, INCLUDING HAUL WILL BE MEASURED AS SPECIFIED IN SECTION 2-09. 7-35.5 PAYMENT (PARTIALL. REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 10 AND REPLACE WITH: 1. "Standard Manholes_", Per each 2. "Extra Depth Manholes`", per V.F. 3. "Catch Basin Type—:__1 per each 4. -catch Basin Type ,_ % with xlt Catch, per each 5. "Extra Depth Catch Basin-", per Y.F. 6. "Adjust Manhole", per each - 7. "Adjust Catch basin", per each 8. "Adjust Valves", ;ir each 9. "Adjust Monumer ,% per each 10. "Connection to Existing", per each DELETE PARAGRAPH 4 Supplemental Specifications (Rev 02/09/87) Page 30 i 7-09 PIPE AND FITTINGS FOR WATER NAINS 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MATERIALS SMALL MEET THE REQUIREMENTS OF THE FOLLOWING SECTIONS: Pipe ............................ 9-30.1 Ductile Iron Pipe ................ 9-30.1A Fitting .......................... 9-30.2 Ductile Iron Pipe ................ 9-30.2A Plastic Film Wrap ................ 9-30.8 Tracer Tape ...................... 9-30.9 7-10 TRENCH EXCAVATION, BEDDING, AND BAWILL FOR WATER MAINS 7=10.3(07)B EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: MEASUREMENT OF "BAN( RUN GRAVEL FOR TRENCH BACKFILL" WILL BE BY THE TON. 7-10.4(D4) BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLACEMENT SECTION) MEASUREMENT OF BAN( RUN SRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCOPI).A,1 R+ 7CCI;ON I- 09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECT!— 2-P"' 4 U5140 " CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS 7-10.5(02) REMOVAL AND REPLACEMENT OF EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTIUNI - MLFTF. 7-10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACEMENT SECTIQ;1 j REPLACE PARAGRAPH 1 WITH: PAYMENT FOR "REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL" WILL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS AND NO FURTHER COMPENSATION WILL BE MADE. 7-10.5(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BANK RUN GRAVEL FOR TRENCH BACKFILL" WHICH PRICE SWILL BE FULL COMPENSATION FOR EXCAVATING, FURNISHING, HAULING, PLACING AND COMPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDED IN THE UNIT CONTRACT PRICE IS THE WASTING OF EXCESS AND UNUSABLE MATERIAL EXCAVATED FROM THE TRENCH. 7-10.5(05) FOUNDATION MATERIAL (ADDITIONAL SECTION) PAYMENT WILL BE MADE AT THE UNIT CONIRACT PRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE SHALL BE FULL COMPENSATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH THE APPROPRIATE FONDATION MATERIAL PER SECTION 9-30.78(1) 7-11 PIPE INSTALLATION FOR WATER MAINS 7-11.3(06) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SU°PL4ENTAL SECTION) THE POLYETHYLENE ENCASEMENT SMALL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS, CaFLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 OR AWWA C105. Supplemental Specifications -- (Rev 02109187) Hage 31 7-11.3(09)A CONNECTION TO EXISTING MAINS (REPLACEMENT SECTION) WHEN NOT STATED OTHERWISE IN THE SPECIAL PROVISIONS OR ON THE PLANS ALL CONNECTIONS TO EXISTING MAINS SHALL BE NAOE 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 WITHH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, ANO 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 THE REQUIRED FITTINGS AT THE POINTS OF CONNECTION. ALL DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING JOINTS IN PIPING TO REMAIN IN- SERVICE SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LENGTH OF EXISTING WATER MAIN THAT MUST BE REMOVED. THE PIPE ENDS SMALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET DURING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SHALL BE CLEANED TO A SOUND, SMOOTH FINISH BEFORE 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 94ALL 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 SHALL 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 PASTIC FILM WRAP NEED NOT BE WATERTIGHT, BUT NO PART OF THE PIPE OR COUPLING SHALL BE EXPOSED TO THE BACKFILL. CARE SHALL BE EXERCISED DURING BACKFILLiNG TO PREVENT THE PLASTIC FILM WRAP FROM BEING PUNLTU:RED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION SHALL CONFORM TO AWWA C105 EXCEPT AS MODIFIED HEREIN. WHEN WORN( IS ONCE STARTED ON A CONNECTION, IT SHALL 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 HDLIDAY5. IF THE CONNECTION TO THE EXISTING SYSTEM INVOLVES TURNING OFF THE WATER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE RESIDENTS AFFECTED BY THE SHUT-OFF. THE ENGINEER WILL ADVISE WHICH PROPERTY OWNERS ARE TO BE NOTIFIED. THL" CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION DURING TIMES OTHER THAN NORMAL WORKING HOURS. THE CONTRACTOR SHALL 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 OF THE WATER DEPARTMENT IS PRESENT TO INSPECT THE WORK. THE TYPES OF CONNECTIONS ARE VARIED AND --r-'cTED PIPING ARRANGEMENTS HAVE BEEN SHOWN IN THE PUNS. FOR THE INSTALLATION OF THEU f NN,, "S, THE SURFACED PORTION OF THE ROADWAY BALL NOT BE PENETRATED UNLESS THE CONNECTING POIN. . DIRECTLY UNDER IT. FOR CONNECTION BY ANY OTHER METHOD, THE CONTRACTOR SMALL FUPNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO WEEKS PRIOR TO THE EXPECTED CONSTRUCTION. CITY INSTALLED CONNECTIONS: CONNECTIONS TO EXISTING PIPING AND TIE-INS ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR MUST .. VERIFY ALL EXISTING PIPING„ DIMENSIONS, AND ELEVATIONS TO ASSURE PROPER FIT. CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARv ARRANGEMENTS WITH THE ENGINEER TN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSE48LED ON THE SITE. r Supplemental Specifications (Rev 02/09/87) Page 32 7-11.3(09)A CONTINUED THE CONTRACTOR SHALL PROVIDE ALL MATERIALS NECESSARY TO INSTALL ALL CONNECTIONS AS INDICATED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL PERFORM THE EXCAVATION, BEDDING, AND BACKFILL, 40 PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE EXISTING MAIN AND ASSEMBLE ALL MATERIALS. WHEN THE CITY MAKES THE CONNECT10N5 TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED OF THE CONTRACTOR SMALL BU CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE INCLUDED iN OTHER ITEMS OF NOW. 7-11.3(11) HYDROSTATIC PRESSURE TESTSFEPLACEMENT SECTION) ALL WATER MAINS AND APPURTENANCES SHALL BE TESTED UNDER A HYDROSTATIC PRESSURE EQUAL TO 150 PSI IN EXCESS OF THAT UNDER WHICH THEY WILL OPERATE. IN NO CASE SHALL THE TEST PRESSURE BE LESS THAN 200 PSI. ALL PUPS, GAUGES, PLUGS, SADDLES, CORPORATION STOPS, MISCELLANEOUS HOSE AND PIPING, AND OTHER EQUIPMENT NECESSARY FOR PETRFOR41NG THE TEST .?ALL BE FURNISHED AFO OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE BACKFILLED EFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER PRESSURE. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIEiNTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING I5 NOT REQUIRED, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY BLOCKING AND REMOVE IT AFTER TESTING. THE MAINS SHALL BE FILLED WITH WATER AND ALLOWED TO STAND UNDER PRESSURE FOR A MINIMUM OF 24 HOURS 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 SUFFICIENT QUANTITIES OF WATER ARE AVAILABLE FOR NORMAL SYSTEM OPERATION, A HYDRANT METER AND A OW,FLOW PREVENTION DEVICE WILL BE USED WHEN DRAWING WATER FROM 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 TESF MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOU i 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 BALL BE WADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE HYDRAN? VALVE. AFTER THE TEST HAS BEEN COMPLETED, EACH GATE VALVE SHALL BE TESTED BY CLOSING EACH IN TURN AND RELIEVING THE PRESSURE BEYOND. THIS TEST OF THE GATE VALVE WILL BE ACCEPTABLE IF THERE IS NO IMEDIATE LOSS OF PRESSURE ON THE GAUGE MEN THE PRESSURE COMES AGAINST THE VALVE BEING (NECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRE 'JRE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LE_,S THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING 94ALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,00C FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCESSFULLY. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, CONTRACTOR SHALL HAVE ALL EQUIPMENT SET LP COMPLETELY READY FOR OPERATION AND SHALL HAV, ._ESSFULLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. -' BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED LOMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL Supplemental Specifications (Rev 02/09/87) Page 33 7-11.3(11) CONTINUED INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS TV-- LINE IS FILLED WITH WATER. AFTER ALL THE AIR WAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TES' PRESSURE APPLIED. AT THE CONCLUSION OF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SHALL BE ACCOMPLISHED BY PUMPING THE MAIN UP TO THE REQUIRED PRESSURE; STOP THE PUMP FOR A MINIMUM OF 15 MINUTES UP TO A MAXIMUM OF 60 MINUTES 0.S DIRECTED BY THE OWNER, AND THEN PUP THE MAIN UP TO TK TEST PRESSURE AGAIN. DURING THE TEST, THE SECTI-M BEING TESTE, SHALL BE OBSERVED TO DETECT AHY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOU.OING WATER FW PULPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REWIRED TO RESTORE THE INITIAL HYDROSTATIC PRFSSLIIE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE -ALLON PER EVOLUTION. THE METER SHALL BE APPROVED BY THE OWNER. I ACCEPTABILITY OF THE TEST WILL BE DE-ERMINED BV TWO FACTORS, AS FOLLOWS; 1. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL 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 '.EST PERIOD. ALLOWABLE LEAKAGE PER 1000 FT. 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 UNDER TEST CONTAINS SECTIONS OF VARIOUS DIAMETERS, THE ALLOWABLE LEAKAGE WILL BE THE SUM OF THE COMPUTED LEAKAGE FOR EACH SIZE, OR FOR THOSE DIAMETERS OTR PR SURFS NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD SPECIFICATIONS. 7-11.3(12) OECH.ORINATION (SUPPLEMENTAL SECTION) OECHLORINATION OF ALL WATER USED FOR DISIr ECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT, WATER CONTAINING CHLORINE RESIDUALS SHALL NOT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION) PROVIDE CONCRETE SLONING AT ALL HYDRANTS FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING, DEAD-MAN BLOCKING, AND VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOUKED SHALL. BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYW000 OR OTHER ACCEPTABLE FDRMING MATERIALS AND SHALL NOT BE POURED AROW, JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. JOINT RCSTRAINT(SHACKLE RODS), WHERE REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). Supplemental Specifications (Rev 02/09/87) Page 34 7-11.A(15) JOINT RESTRAINT SYSTEMS (NEW SECTION) GENERAL WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR RE.(UTREO BY THE ENGINEER, JOINT RESTRAINT SYSTEM (SHACKLE RODS) STALL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL BE THOSE MANUFACTURED BY STAR NATIONAL PRODUCTS, 1323 HOLLY AVENUE PO I3OX 258, COLLW4 OHIO 43216, UNLESS AN EQUAL ALTERNATE I5 APPROVED IN WRITING BY THE ENGINEER. MATERIALS STEEL TYPES USED SHALL BE: HIGH STRENGTH LOW-ALLOY STEEL(COR-TEN), ASTM A242, HEAT-TREATED, SUPERSTAR "SST" SERIES. HIGH STRENGTH LOW-ALLOY STEEL(COR-TEN), ASTM A242, SUPERSTAR "SS" SERIES. CARBON S1EEL ASTM A36, STAR "S" SERIES. ITEMS TO BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REQUIREMENTS: AS)M 8633 ELECTROOEPOSITED COATINGS OF ZINC ON STEEL. ASTM A153 FOR GALVANIZING IRON AND STEEL HARDWARE. ASTM 4123 FOR GALVANIZING ROLLED, PRESSED AND FORGED STEEL SHAPES. JOINT RESTRAINER SYSTEM COMPONENTS: TIEBOLT: ASTM A242, TYPE 2, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED. SST 7:5/B" FOR 2" AND 3" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS, ASTM A325, TYoE 30, EXCEPT TENSILE STRENGTH OF FULL-BODY THREADED SECTION SHALL BE INCREASED TO 40,000 LBS. MINIMUM FOR 5/8-1 AN0 60,000 LBS. MINIMUM FOR 3/4" BY HEAT TREATING (QUENCHING AND TEMPERING) TO MANUFACTURES REHEAT AND HARDNESS SPECIFICATIONS. SST 753: 3/4" FOR 14" TO 24" MECHANICAL. JOIN-S. SAME ASTM SPECIFICATION AS SST 7 SST 77: 3/1" SAME AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SANE ASTM SPECIFICATION AS SST 7. TIENUT: HEAVY HEX NUT FOR EACH TIEBOLT. SSB: 5/3" AND 3/10, ASTM A563, GRADE C3, RAIN OR ZINC RATED. S 8: 5/8" AND 3/4", ASTM A563, GRADE A, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED TIECOIPLING: USED TO EXTEND CONTINUOUS THREADED RODS AND ARE PROVIDED WITH CENTER STOP TO AID INSTALLATION, PLAIN, ZINC PLATED OR HOT-DIP GALVANIZED. SS 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE C3. S 10: FOR 5/8" AND 3/4" TIERODS, ASTM A563, GRADE A. TIEROD: CONTINUOUS THREADED ROO FOR CUTTING 10 DESIRED LENGTHS, PLAIN, ZINC PLATED OR HOT- DIP GALVANIZED. SS 12: 5/8" AND 3/4" DIAMETER, ASTM A242, car 2; ANSI B1.1. S 12; 5/8" AND 3/4" DIAMETER, ASTM A36, A307. TIEiWASHER: ROUND FLAT WASHERS, PLAIN, 7INC PLATED OR HOT-DIP GALVANIZED. SS 17: ASN A242, F436. S 17; ANSI B18.22.1. INSTALLATION .NSTAL_ THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH +,iE MANUFACTURE3 INSTRUCTIONS 50 ALL JOINTS ARE MECHf. ICALLY LOCKED TOGETHER TO PREVENT JOINT SEPARATION. TIEBOLTS SWILL BE INSTAL..ED TO PULL AGAINST THE MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. T(IRQUE NUTS AT 75-90 FOOT POUNDS FOR 3/4" NUTS. INSTALL TIECOUPLINCS WITH BOTH RODS THREADED EQUAL fI;.ANCE Supplemental Specifications (Rev O2/09/87) Page 35 7-11.3(15) CONTINUED INTO TIECaPLINCS. ARRANGE TIhRODS C'MAW-RICALLY AROUND THE PIPE. PIPE DIAMETER NUMBER OF 3/4" TIERODS tUuIa7l, 4" 2 6" 2 8" 3 10" 4 12" 6 WHERE A MANLFALTLRFS MECHANICAL JOINT VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS INSTEAD OF HOLES, A FLANGED VALVE WITH A FLANGE BY MECHANICAL JOINT ADAPTOR SHALL BE USED INSTEAD, SO AS TO PROVIDE ADEQUATE SPACE FOR LOCATING TIEBOLT. WHERE A CONTINUOUS RUN OF PIPE IS REQUIRED TO BE RESTRAINED, NO RUN OF RESTRAINED PIPE SHALL BE GREATER THAN 60 FEET IN LENGTH BETWEEN FITTINGS. INSERT LAN; BODY SOLID SLEEVES AS REQUIkEO ON LONGER RUNS TO KEEP TIEROD LENGTHS TO THE 60 FOOT MAXIMUM. PIPE USED IN CONTINUOUSLY RESTRAINED RUNS S ALL BE MECHANICAL JOINT PIPE AND TIEBOLTS SHALL BE INSTALLED AS ROD GUIDES AT EACH JOINT. 7-12 VALVES FOR WATER MAINS 7-12.2 MATERIALS (SU M—EMENTAL SECTION) IVALVES SWILL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A-2380, KQJNEDY, OR M ✓i H. APPROVA'. OF VALVES OTHER THAN MODELS SPECIFIED SWILL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REWIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A 'VAULLT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7-14 HYDRANTS 7-14.3i01 SETTING HYDRANTS (ADDITIONAL SECTION) HYD"„ +TS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS :.7 AND 3.8.1 AND THE WPTER STANDARC DETAILS. HYDRANT AND GUARD POSTS SHAL'. BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON COMPLETION OF THE PROJECT, ALL FIRE HYDRANTS SWILL BE PAINTED TO THE CITY OF RENT^N SPECIFICATIONS AND GUARD POSTS PAINTED YELLOW. FIRE HYDRANTS SHALL BE OF SLAM LENGTH AS TO BE SUITABLE FOR INSTALLATION: WITH C'7NIECTIONS TO 6", 8" and 10" PIPING IN TRENCHES 3 - 1/2 FE'' DEEP WLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE OESICNED FOR A 4-1/2 FOOT BURIAL WHERE i2" D LARGER PIPE IS SHOWN 'IAESS OTHERWISE NOTED ON THE PLAN. 7-14.3(02) HYDRANT CONNECTIONS (ADDITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (M. FL), 6" GATE VALVE (FL X MJ), E' C.I. SPOOL (PE X PE) 5" M.Y.G. FIRE HYDRANT (MJ CMECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE --' Supplemental Specifications (Rev 02/09/87) "aga 36 �` i 7-14.3(02) CONTINUED ! ROD WITH ACCESS`)RIES AM TWO CON�RETE GUARD POSTS. JOINT RESTRAINT(SHACKLE RODS), SHALL BE INSTALLED IN ACCORDANCE WITH SEC)"ION 7-12.3(15). 7_14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE %c-40D OF HARNESSING THE YYDRANT SHALL BE DETERMINED BY THE CONDITIONS FDJND IN THE FIELD AND 94ALL B= RE-SHACKLED AND RE-BLOCKED AS DIRECTCD BY THE ENGINEER, ADD: ALL RUBBER GASKETS REMOVED OR DISTURBED DURING RESETTING SHALL BE REPLACED WITH NEW GASKETS OF THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAME TYPE. 7-14.5(01) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION) THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASSEMBLY COMPLETE' SHALL BE THE SAME AS "HYDRANT ASSDNE'_Y" EXCEPT THAT TTE 6-INCH DUCTILE IRON PIPE CONNECTING .HE HYDRANT TO THE MAIN SHILL BE INCLUDED IN THE UNIT CONTRACT P.^.I^_° FOR "HYDRANT ASSEMBLY COMPLETE". 7-15 SERVICE CONNECTIONS 7-15.3 CONSTRUCTION DETAILS (REPL.ACJENT SECTION) REPLACE 1st SENTENCE PARAGPAPI 5 WITH: PIPE MATERIALS USED TO EXTEND OR REPLACE EXISTING WATER SERVICE LINES SHALL BE COPPER. SERVICE LINE CONNECTION TO THE NEW MAIN WILL CONFORM TO THE STANDARD PLANS OF THE CITY OF RENTON BOND HEREIN 5 APPLICAPLE. THE ENGINEER WILL 114DICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO ME CONNECTED. THE CONTRACTOR WILL DIRECT TAP MAIN FOR 3/4" SERVICE. THE CONTRACTOR WILL USE COPPER TUBING, TYPE K, SOFT FOR 3/4" SERVICES. TYPE I: CONNECTIONS TO EXISTING COPPER SERVICES WIL. BE MADE WITH COMPRESSION TYPE, THREE PART UNION COUPLINGS. TYPE II: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL 9E REPLACED WITH A NEW COPPER PIPE SERVICE -7 THE PROPERTY LINE. (METERS SMALL BE LOCATED IN PLANTER STRIP BETWEEN SSE_IIALK AND CURB). TYPE III: WHERE FUTURE STUB SERVICES SMALL BE INSTALLED THEY BALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACER P1 LENGTH OF A METER STALL BE INSTALLED IN PLACE OF THE METER. -17 SAN— 4RY SEWERS 7-17.2 MATEm-IL (PARTIAL REPLACEMENT SECTION) IN PARAGRAPH 1 DELETE: A 8 S COMPOSITE, ASBESTOS BONDED CORRUGATED STEEL IN PARAGRAPH 4 DELETE: A B 5 COFIOSIIE SEWER PIPE 9-05.14 Sq)plemental Speciflcatlons (Rey 02/09/87) Page 37 7-17.3(1)8 PI 'E BEDDING (SUPPLEMENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BE'_OW THE BOTTOM OF THE PIPE AND EXTENDING UP 6" AB'"E THE CROWN ON ALL PIPES. THE HAND-PLACED BEDDING AROJND THE PIPE AND TO A PRINT 6" AB[NE 4E CRO4,4 WALL BE FOOT-TAMPED UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL BE MECHANICALLY TAMPED WITH HANG-OPERATED MECHANICA, OR FNEUMATIC TAMPERS TO 954 DENSITY. PIPE BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO F'URT4ER COMPENSATION SHALL BE MADE. 7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION) UNLESS OTHERWISE APPROVED BY � ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE TFROUCH A CAST IRON SADDL[ SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BAWDS. WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, 9 AN ON REINFORCED CONCRETE, CAST OR DUCTILE IRON PIPE, THE EXISTING MAIN SHALL BE CORE DRILLED. CONNECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-DRILLED, AND SHALL HAVE A' O" RING RUBBER GASKET MEETING ASTM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE ASRESTUS-CEMENT COLLAR, OR USE A CONICAL TYPE FLEXIBLE SEAL EQUAL TO KORE-N-SEAL. 7-17.3(2) I PROTECTION OF EXISTING SEWERAGE FACILITIES (SUPPLEMENTAL SECTION) WHEN EXTENDING AN EXISTING SEWEP; THE DOWNSTREAM SYS-M SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SCREEN OR TRAP IN THE 'IRST EXISTING MANHOLE DOWNSTREAM OF THE CONNECTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THIS SCREEN OR TRAP UNTIL THE NEW SYSTEM IS PLACED IN SERVICE AND T!EN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, WALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE ENGINEER. WHEN THE FIRST MANHOLE IS SET, IT'S OUTLET SMALL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-1i.3(4)I TELEVISION INSPECTION (SUPPLEMENTAL SECTION) ONCE THE TELEVISION INSPECTION HDS BEEN COMPLETED THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER Th. WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR AND COPATI9LE WITH TIE CITY'S VIEWING AND RECORDING SYSTEMS. T.-S CITY SYSTEM ACCEPTS 1/!'." WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL 9E RUN AT STANDARD SPEED Sp (1 5/16 I.P.S.). 7-17.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH• EXCAVATION OF THE `__WER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATION CLASS 8 AS SPECIFIED IN SECTION 2.09. ADD: MEASUREMENT OF BAN( RUN GRAVEL FOR TRENCH BACKFILL WILL BE E THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE ^.N..CULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- ti- 09.4 USING A CONVERSION FALTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-17.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 1 THROUGH 9 PARAGRAPH 1 KITH: ' 1. "__Sanitary Sewer Pipe", Per Linear Foot 2. "x " Tees" Per Each 3. "T.Y. Inspection" Per Lump Sum •" 4. "Bank Run Gravel for Trench r ckt. , Per Ton i Supplemental Specifications (Rev 02/09/87) Page 38 7-18.2 MATERIALS MATERIALS SHALL MEET THE REQUIREMENTS Of THE FOLLOWING SECTIONS: BITUMINOUS SURFACE TREATMENT ...... 5-02 ASPHALT CONCRETE PAVEMENT ...... 5-04 CEMENT CONCRETE PAVEMENT ...... 5-05 CURBS AND GUTTERS ...... 8-04 CEMENT CONCRETE SIDEWALKS ...... 8-14 7-18.3 CONSTRUCTION DETAILS 7-18.30) GENERAL PAVEMENT PATCHING SMALL BE SCHEDULED TO ACCOMODATE THE DEMANDS OF TR.IFFIC AND SHALL BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AND CCNVENIENrr 70 PUBLIC TRAVEL. THE PLACING AND COMPACTION OF THE TRENCH BkWILL, THE PREPARATION 9ND COMPACTION OF THE SU3GRADE, AND THE PLACING AND COMPACTION OF THE CRUSHED SURFACING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE VARIOUS APPLICABLE SECTIONS OF THESE SPECIFICATIONS. BEFORE THE PATCH IS CONSTRUCTED ALL PAVEMENT CUTS SHALL BE TRUED SO THAT THE MAPGINAL LINES OF THE PATCH MILL FORM A RECTANGLE WITH STRAIGHT EOGES AND VERTICAL FACES. THE USE O A CONCRETE SAW SHALL BE REQUIRED UNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. CONCRETE USED IN PATCHES SHALL BE CLASS 'S' (3/4) - 3 DAY MIX. CURING r04P0UN0 AS SPECIFIED IN SECTION 5 U5.3(13) SHIM L BE PLACED ON THE CONCRETE IMMEDIATELY AFTER FINISHING. PROPER SIGNS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BV THE ENGINEER, SHALL PP MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS COMPLETED AND READY FOR TRAFFIC. 7-18.3(2) CEMENT CONCRETE PAVEMENTS AFTER THE S03GRADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTCUCTEO TO LIME AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE i ADJACENT PAVEMENT IN ACCORDANCE WITH THc PERTINENT .ciZTIONS OF SECTION 5-05. THROIJUH AND DUMMY JOINTS SHALL BE PLACED AND EDGED WHERE CIRECTED. TIP_ SURFACE SHALL By FINISHED AND BRUSHED WITH A FI R BRUSH. APPROVED CURING COMPOUMd7 SHALL BE PLACED ON THE FINISHHEC CONCRETE IMMEDIATELY AFTER F, INC. 7-18.30) RIGID TYPE PAVEMENT RESURFACED WITH ASPHALT CONCRETE STREETS WHICH HAVE RIGID TYPE PAVEMENTS RESURFACED WITH ASPHALT CONCRETE SHALL BE PATCHED AS SHOWN ON THE STANDARD DRAWING, OR AS OTHERWISE SPECIFIED, THE SURFACE OF THE CEMENT CONCRETE PORTION OF THE PATCH SHALL BE LEFT LOW ENOUGH TO ACMK40DAM 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-1 EWLSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER. ASPHALT CONCRETE OR BITUMINOUS PUVRT MIX SHALL NOT RE PLACED 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. `+F ASPHALT CONCRETE PAVEMENT SHALL THEN BE PLACED, LEVELED, AND COPACTESI TO CONFORM TO THE .DJACENT PAVED SURFACE. IMMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WI M HAT PHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. Supplemental Specifications (Rev 02/09/87) Page 39 7-18.3(4) ASPHALT CONCRETE STREETS ON GRANULAR BASE AFTER THE SUBGRADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OF,' AS DIRECTED BY THE ENGINEER, ASPHALT CONCRETE PAVEMENT CLASS B OR CLASS F SHALL BE PLACED TO A THICKNESS OF THE EXISTING ASPHALT PAVEMENT DEPTn, OR TO A MINIMUM OF TWO (2) IN04ES, WHICHEVER DEPTH 15 THE GREATER, AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3). 7-18.30) OIL MAT STREETS THE EXISTING OIL MAT SHALL BE UNIFORMLY TRIMMED TO A STRAIGHT '_INE. AFTER THE, AWADE HAS BEEN PREPARED AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMUM OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEENT CLASS 8 SHALL BE PLACED AND COMPLETED IN THE e E MAKER 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 REQUIRED, SHALL BE CONSIDERED AS INCIDENTAL TO THE PATCHING AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. 7-18.4 MEASUREMENT PAYMENT FOR PAVEMENT PATCHING WILL ONLY BE MADE FOR MATERIALS USED WITHIN THE NEAT LINES 1 (ONE) FOOT ON EITHER SIDE OF THE M4XIMY44 TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL Pl. AS COVERED IN OTHER SECTIONS OF THIS DOCUMENT. 7-13.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL BE MADE JVER: 1. "BITUMINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHING " PER SQ. YO. 2. "CEMENT CWCRETE CLASS , FOR PAVEMENT PATCHING " PER CU. YO. 3. "CEMENT CONCRETE CLASS—, FOR PAVEMENT PATCHING " PER SQ. YO. A. "ASPHALT CONCRETE CLASS—, FOR PAVEMENT PATCHING PER TON. 3. "ASPHALT CONCRETE CLASS—, FOR PAVEMENT PATCHING PER SQ. YO. MEN NOW OF THE ABOVE IS INCLUDED iN THE H'ROPOSAL, PAVEMENT PATCHING SHALL BE CONSIDERED _ INCIDENTAL TO THE PROJEC, AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. Supplemental Specifications (Rev 02/09/87) Page 40 DIVISION 8 MISCELLANEOUS CONSTRUC,ION B-04 CURBS, GUTTER, SPILLWAYS AND I'LETS 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS AND SPILLWAYS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 NITH: CEMENT CONCRETE CFG, CURS AND GUTTER, GUTTER AND SPILLWAY SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 8 S'ECIF ' ON THE STANDARD PLANS AND CONFORMIkG TO THE REQUIREMENTS OF SECTION 6-02, EXCEPT THAT CLASS A MIX SHALL BE USED IN ALL DEPRESSED CURBS FOR DRIVE WAY SECTIONS. IN PARAGRAPH 6, LAST SENTENCE DELETE; "CLASS O" 8-04.4 MEASUZMENT (SUPPLEMENTAL SECTION) THE EXTRA DEPTH EF CURB AND GUTTER, NO THE 3-DAY MIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN ON THE STANDARD PLANS, 04AL.L BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT SHALL BE MADE. B-07 PRECAST TRAFFIC CURB AND BLOC( TRAFFIC CURB 8-07.1 DESCRIPTION (REPL:,CEMENT SECTION) THE L'ONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLOCK TRAFFIC C1R8 OF THE DESIGN AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR BY THE ENGINEER. 8-07.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE BY THE FOLLOWING: (1) "Precast Traffic Curb, Type A" per lin. ft, (2) "ftecaat Traffic Curb, Type C" per lin. ft. (3) "Black Traffic Curb, Type A" per lin, ft. (4) "Block Traffic Curb, Type C" per lin, ft. 8-08 PLASTIC TRAFFIC BUTTONS 8-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTCR SHALL BURNISH AND INSTALL WHITE OR \_1LOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON THE PLANS, OR WHERE DIRECTED BY ' ENGINEER. B-08.2 � TERIALS (SLF LEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8-08 and 9-20. 880.3 CONLSTRUCTION REQUIREMENTS (SUPPLEMENTAL SECTION) THE F 11STIC TRAFFIC BUTTONS SHALL BE ATTACHED TO THE PAVEMENT BY ONE OF THE FOLLOWING: 1. Placing rack Coat of Hot F iing Asphalt on Pavement Surface and firmly pressing the button onto it. Supplemental Specifications (Rev 02/09/87) Page 41 8-08.3 CONTINUED 2. Placing Adhesive (epoxy) on pave Went surface and cressing ,he button onto it. 8-08.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT WILL BE BY THE WIT, COMPLETE IN PLACE. 8-08.5 PAYMENT (REPLACEMENNf SECTION) PAYMENT SHALL BE BY THE FOLLOWING, (1) 010" Plastic Traffic Button, color, " per ea. 8-09. LANE MARKERS 8-09.4 MEASUREMENT (REPLACEMENT SECTION) I _ MEASUREMENT WILL BE LANE MARKER, TYPE I and TYPE II BY THE WIT COMPLETE IN PLACE. 8-09.5 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 I1, COLOR(S)" Per Each 8-13 MONLW34T CASES 8=13.3 CONSTR',JCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: THE MCNUENT WILL BE FURNISHED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE CITIES SURV[YOR. WHEN THE CONTRACT INCI_IDiES CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR SHALL SET THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SHALL SET THE MONUMENT. IN ALL CASES THE CITIES SURVEYOR SHALL SET THE PUNCH OR TACK IN THE MONUMENT. 8-i3.5 PAYMENT (SUPPLEMENTAL SEC ON) +LOELIETE MONAA FE tt WILL ALSO BE SUPPLIED AND PLACED AS PART OF "MONUMENT, .;ONUMENT-CASE AND COVER" AND WOW IN SUPPLYING SAID MONI.N%NT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 4 CEMENT CONCRETE SIDEWALKS 4.2 MATERIALS (PARTIAL REPLACEMENT SECTION) PARAGRAPH 2 4.3(4) CURING (PARTIAL REPLACEMENT SECTION) LACE PARAGRAPH 1 WITH: THE CONCRETE SIDEWALK SHALL BE CUREC FOR AT LEAST 72 HOLES AS SPECIFIED IN 5-05.3(13)B OR AS Supplemental Specifications (Rev 02209/87) Page 42 8-14.3(4) CONTINUE^ APPROVED BY THE ENGINLM DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR, SHALL BE EXCLUDED. VEHICULAR TRAFFIC SHALL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS 1HE ENGINEER MAY DIRECT. B-15 RIPRAP 8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: NANO 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. 8-15.5 PAYMENT (PARTIAL REPLACEMENT SECTIC10 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 UNIT CONTRACT PRICE PER TON FOR "FILTER 9_ANRKET" SHALL BE FULL COMPENSATION FOR ALL COSTS IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET. 8-20 ILLUMINATION, TRAFFIC SI04AL SYSTEMS AND ELECTRICAL 8-20.3(2) EXCAVATING AND BACKFILLING (REPLACEMENT SECTION) THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE LOCATIONS L.UICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER. ALL TRENCHES SHALL BE SACKFILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SHALL BE DONE IN A NEAT MANNER WITH THE TRENCH BOTTOM GRADED TO PROVIDE A UNIFORM GRADE. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. BALKFILL MATERIAL USED FOR FILL AROUND AND OVER THIS CONDUIT SYSTEM SHALL BE FREE OF ROCKS GREATER THAN TWO INCHES IN DIAMETER TO A DEPTH OF SIX INCHES ABOVE THE CONDUIT. TRENCH WITHIN THE ROADWAY AREA SHALL USE SELECT TRENCH BACKFILL AND SHALL CONSIST OF MATERIAL AS INDICATED IN THE SPE.IAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALV AREA CAN BE MADE WITH ACCEPTABLE MATEiIALS FROM THE EXCAVATION AND SHALL BE CONSIDE!lED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION L: ACCORDANCE WITH TI-E STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITIONS OR DELETIONS TO THE TRENCH WHICH PROVE NECESSWY FOR THE COMPLETION OF THIS PROJECT. THE MINIMUM WIDTH FOR THE TRENCH NEEDEU WILL BE AT THE OPTION OF THE CONTRACT- - TRENCH WIDTH WILL, HOWEVER, BE OF SUN"FICIENT SIZE SD THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER. 8-20.3(4) FOUNDATIONS - CONCRETE (REPLACFMENT SECTION) THE CONTRACTOR SHALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATIONS FOR AND TO THE DIMENSIONS SPECIFIED IN TABLE 1 BELOW. THE ANCHOR DOLTS SHALL MATCH THAT OF THE DEVICE TO BE Supplemental Specifications (Rev 02/09/87) Pa" 8-20.3(4) CONTINUED INSTALLED THEREON. ALL EXCESS MATERIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CONTRACTOR';, EXPENSE. CONCRETE SHALL BF PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR SHALL BLOCK-OUT AROUND ANY OTHER UNDERCROLND UTIL'. IES THAT LIE IN THE EXCAVATED BASE SO THAT THE CONCRETE WILL NOT ADHERE TO THE UTILITY LINE. CONCRETE FOLNDATIONS SHALL BE TROWELED, e-2G.3(4) CONTINUED BRUSHED, EDGED AND FINISHED IN A WORKMANS;IP-LIKE MAKER. CONCRETE BALL BE PROMPTLY CLEANED FROM THE EXPOSED PORTION OF THE ANCHOR BOLTS AMD CONDUIT AFTER PLACEMENT. FOUNDATION SHALL ALL BE CLASS "B" CONCRETE. AFTER A CURING PFRIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 TYPE OF DEVICE DIMENSIONS Street Light Pole 41 Deep x 31 Sq. or Dia. Signal Pole 7' Deep x 3' Sq. or Dia. Signal Cuntraller See Detail Sheet Street Light Control Cabinet See Detail Sheet Special Base See Detail Sheet ALL COCRETE 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 FLS14 WITH THE TOP OF THE SIDEWALK OR ISLAND. (SEE DETAIL SHEET) 2) WHERF NO SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS SPECIFIED BY THE ENGINEER. (SEE DETAIL BEET) ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE :NGINEER IN THE FIELD. B-20.3(5) IT (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AO INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CONDUIT SIZE SHALL BE AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. CONDUIT TO BE PROVIDED AND INSTALLED SHALL 8E OF THE TYPE INDICATED BELOW: 1) SCHEDULE 40 HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE LSED WHENEVER THE CONDUIT IS TO BE PLACE[) OTHER THAN WITHIN THE ROADWAY AREA. 2) SCHEDULE 80 EXTRA HEAVY WA'_L P.V.C. CUFORMING TO ASTM STANDARDS SHALL BE USED WHEN THE CONDUIT IS TO BE RACED W17,4IN THE ROADWAY AREA. ALL JOINTS BALL BE MADE WITH STRICT COMPLIANCE TO THE MANUFACTURER'S RECDW-NDATIONS REGARDINC CEMENT USED AND ENVIRONMENTAL CONDITIONS. ' 8-20.3(6) JUNCTION BOXES (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL JUNCTION BOXES OF THE TYPE AND SIZE AT THE LOCATIONS SPECIFIED IN THE PLANS AND AS PER DETAIL BEETS. w Supplemental Specif'r_ations (Rev 02/09/87) Page 44 INNIS 8-20.3(6) CONTINUED THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES 'HALL BE AS TNDICATED BELOW: 1) STREET LIGHTING ONLY: "LIGHTING" 2) SIGNAL ONLY: "SIGNALS" 3) TRAFFIC SIGNAL AND STREET LIGHTING: "TS-LT" 4) TELEMETRY ONLY: "TELEMETRY" INSCRIPTIONS ON JUNCTION BOXES PERFORMING THE SAME FUNCTION, I.E. STREET LIGHTING, TRAFFIC SIGNAL, OR BOTH, SHALL BE CONSISTENT THROUGHOUT THE PROJECT, ALL JUNCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD PLANS AND DETAIL SHEETS. i THE WIT CONTRACT PRICE PER EACH FOR "DESIGN B" OR "DESIGN C" JUNCTION BOAC SHALL BE FULL COMPENSATION FOR FURNISHING SAME AND FOR ALL COSTS OF LABOR, MATERIAL, TOOLS, AND EQUIPMENT NECESSARY TO PROVIDE AND INSTALL THE JUNCTION BOXES INCLUDING EXCAVATION, BACKFILLING AND COPMTIOi ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND DETAIL SHEETS. 8-20.3(9) GROLNDING (REPLACEMENT SECTION) ALL STREET LIGHHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAL/LIGHTING SERVICE CABINETS SHALL BE UROUDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER x 8'P" IN A` LENGTH CCMPLETE WITH A #6 BARE COPPER BODING STRAP LOCATED IN THE NEAREST JUNCTION BOX. GROUND r RODS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLLDED WITH THE SYSTEM OR CONDUCTORS. 8-20.3(10) SERVICE (REPLACEMENT SECTION) THREE TYPES OF POWER SERVICE ARE USED AS INDI� 'ED BELOW: 1) TYPE I SYSTEM SHALL BE SINGLE 'RASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE 11, SYSTEM SHALL BE SINGLE PHASE 240 VOLT, 2 WIRE, 60 CYCLE A.C. (STREET LIGHTING NON CONTACTOR, INDIVIDUAL CONTROLLED PHOTO-CELL WITH NO NEUTRAL WIRE) 3) TYPE III SYSTEM SHALL BE SINGLE PHASE 12C/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHHTING CONTACTOR/TRAFFIC SIGNAL, ORO#DFD NEUTRAL SERVICE) THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL SERVICING UTILITY. 8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION) UNDERGROUND CONDUCTORS FOR THE STREET LIGHHTING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH 600 VOLT INSUATION OF THE SIZE NOTED ON THL PLANS AND WIRING SCHEDULE. 'LICING GF THE STREET LIGHTING CIRCUIT WILL BE MADE ONLY IN JUNCTION 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 HYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KIT HAS BEEN INSTALLED, ALL EXPOSED SURFACES OF WIRE AND KIT BALL BE RACED IN A CLEAR PLASTIr -MM AND FILLED WITH EPDXY TO FORM A WATER-TIGHHT SEAL. MATERIAL USED FOR THE SPLICE KIT BALL BE COWAT:BLE WITH THE WIRE MATERIAL. TWO QUID( DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE FURNISHED AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHHT STAW RD INSTALLED. ALL MAT-cRIALS SMALL BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS IN_SLATION. THE CONTRACTOR SHALL SUlB!IT SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL Supplemental SDecificetians (Rev 02/09/87) Page 45 8-20.3(13)A LIGHT STANDARDS (REPLACEMENT SECTION) THE HANG HOLE SHALL BE LIHCA1t:O AT 90 DEGREES TO -HE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A GROUNDING LUG OR NUT SHALL BE PROVIDED IN THE HAND IKXE FRAME OR INSIDE THE HAND HOLE FRAME OR INSIDE THE POLE SHAFT TO ATTACH A CROUNG BONDING STRAP. ALL FOLES AND DAVIT ARMS SHALL BE DESIGNED TO SLPPORT A LL04INAIRE WEIGHI OF 50 LBS. OR MORE AND TO WITHSTAND PRESSURES CAUSED BY WIND LOADS OF 85 M.P.H. WITH GUST FACTOR OF 1.3. ALL POLES SHALL MAINTAIN A MINIMUM SAFETY FACTOR OF 4.38 P S.I. ON YIELC STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC WIND PRESSURE. DAVIT ARMS THE DAVIT STYLE ARM SHALL INCORPORATF A 5'9" RADIUS BEND AS MEASURED FROM THE CENTERLINE OF THE SHAFT. THE OUTER PORTION OF THE ARM SMALL BE NEARLY HUMRIZONTAL TO .2' ABOVE HORIZONTAL AND SHALL BE FURNISHED WITH A 2" DIAMETER SLIPFITTER WITH A MAXIMUM LENGTH OF 8 INCHES TO FIT THE LUMINAIRE SPECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SE:URELY TO THE TO' TF THE SHAFT PRODUCING A FLUSH JOINT WITH AM EVEN PROFILE. ANCHOR BASE A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SECURED TO THE LOWED END OF THE SHAFT SO THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. HE BASE SHALL BE PROVIDED WITH FOUR SLOTTED OR ROUND HOLES TO RECEIVE THE ANCHOR BOLTS. NUT COVERS SHALL BE PROVIDED WITH EACH POLE. ANCHOR BOLTS FOUR HIGH STRENGTH STEEL ANCHOR BOLTS, EACH FITTED WITH TWC HFXWUTS AND TWO WASHERS, SHALL BE FURNISHED WITH THE POLE. EACH ANCHOR BOLT SHALI HAVE A 4" "L' BEND AT THE BOTTOM END AND BE THIREADFD AT T'x TOP END. T4READED ENDS, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED. THE ANCHOR BOLTS SHALL BE :APABHE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. MISCELLANEOUS HARDWARE ALL HARDWARE (BOLTS, NUTS, SCRE S, WASHERS, ETC.) NEEDED TO COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL. I.D. (IDCNTIFICAU'A4 FOR POLES) THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-OIGITS AND ONE LETTER ON EACH POLE, WHETHER INDIVIDUAL LUMINAIRE OR SIGNAL POLE WITH LUIINAIR. THE LETTER AND NUMBERS COMBINATION SHELL BE MOUNTED AT THE 15 FOOT LEVEL ON THE POLE FACING APPROACHING TRAFFIC. LEGENDS SHALL BE SEALED WITH TRANSPARENT FILM, RESISTANT TO DUST, WEATHER AND ULTRAVIOLET EXPCSLRE. THE DECAL MARKERS SHALL BE 3 INCH SQUARE WITH GOTHIC SOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK i BACKGPOIUNU. THE I.D. NUMBER WILL BE ASSIGNED TO EALH POLE AT THE END OF THE CONTRACT OR PROJECT by THE CITY TRAFFIC ENGINEERING OFFICE. COST FOR THE DE!""S SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT ETD. # LIGHT STANDARDS SHALL BE SPI.t! ALU!INLM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL BEETS AT THE ED OF THFSE S'ECIFICPTIINS, r. THE POLE SHAFT SHALL BE PROVIDED WITH A 4" x 6" FLUSH HAND HOLE NEAR THE BASE AND A MATCHING METAL COVER SECURED WITH STAINLESS STEEL SCREWS OR BOLTS. ALL TENONS S!KALL % FACTOFY INSTALLED AND ALL WELPiNG SHALL BE (-OMM'LETED PRI)R TO GALVANIZING. H • ALL � .NAL POLE FOUNDATIONS SHALL BE CONSTRUCTED 10 PROVIDE THE POLE ORIENTATION NOTED IN THE PLANS. r Supplemental Specifications (Rev 02'09/87) Page 46 ` r I 8-20.3(13)A CONTINUED THE POLE SHALL BE ALIUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPMENT I1AS BEEN INSTALLED THEREON. AFTER THE POLE IS PLUMBED THE SPACE BETWEEN THE CONCRETE FOU ON AND THE BOTTOM OF THE POLE BASE PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWLED i, A SMOOTH FINISH CONFORMING TO THE 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 MOUDED INTO A BALL BY HAND, AND WILL NOT EXUDE MOISTURE WHEN SC PRESSED. A ONE HALF TNCH DRAIN HOLE SHALL BE LEFT IN THE BOTTOM OF THE GROUT PAD AS SOWN ON THE STANDARD DETAIL. 8-20.3(14) SIGNAL SYSTEMS (SUPPLEMENTAL SECTION) ALL SIGNAL CONDUCTORS SHALL BE STRANDED COPPER AND SHALL HAVE 600 VOLT TH INSULN TION AND BE OF THE SIZES NOTED ON THE PLAN:,. ALL MULTI-CONDUCTORS USED FOR THE SiGNAL SYSTEM BALL CONFORM '.D DIVISION 9-29.3 AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING SCHEDULE AND WIRING DIAGRAM, ALL STRANDED WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END, CRIMP STYLE SODERLESS TERMINAL CONNECTOR, AND ALL SOLID WIRFS TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END SOLDERED TERMINAL CONNECTOR, ALL TERMINALS SHALL BE INSTALLED WITH A 'n)OL DESIGNED FOR THE INSTALLATION OF THE CORRECT TYPE OF CONNECTOR AND CRIMPING WITH PLIERS, WIRE CUTTERS, ETC., WILL NOT BE ALLOWED. ALL WIRING INSIDE THE CONTROLLER CABINET SHALL BE TRIMMED AND CACLED TOGETHER TO MAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE ICI PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE ATTACHED TO APPROPRIATE SIGNAL TERMINAL BOARDS WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION BOX TO THE LOOPS. 8_20.3(14)O TEST FOR INDUCTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SMALL FURNISH THE ENGINEER WITH A COPY OF THE RESULTS. B-20.3(14)E SIGNU'L STANDARDS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE: METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AM:, THESE SPECIFICATIONS. � ALL POLE DI*' AND ORIENTATIO';S WILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION!. ALL ENTRAN rOR POLEMOLNTED SIGNAL HEADS, CABINETS, SIUNS, PEDESTRIAN PUSH BUTTON ASSEMBLIES LL BE FIELD DRILLED. -- ' 4 MEASURc I-N? (REPLACEMENT SECTION) MEASUREMENT FOR TRENCH AND SACKFILL WILL BE BY THE LINEAR FOOT. MEASUREMENT FOR SELECT TRENCH BACKFILL WI'.L Be. BY THE TON. MEASUREMENT FOR SIGNAL :,TANDARDS AND SIGNAI CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUMP SHAH. MEASUREMENT FOR FOUNDATIONS - rONCPcrE, WILL BE BY THE UNIT FOR FACH TYPE SPECIFIED, COMPLETE IN PLACE. MEASUREMENT -OR CONDUIT WILL BE BY THE LINEAR FOOT. MEASUREMENT 'OR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE, Supplemental Soecifications -- (Rev 02/09/87) Page 47 M.W. Golt Cours"� Sanitary Sewer Bid S-405 3 Proposal & S- Iti pec cation 8-20.4 CONTINUED MEASUREMENT FOR LIGHT STANDARDS, WILL BE BY THE UNIT PER EACH, COMPLETE IN PLACE. 8-20.5 PAYMENT (REPLACEMENT SECTION) PAYMENT WILL BE MADE UNDER: 1) "TRENCH AND BACKFILL, WIDE, DEEP", per Linear Foot. 2) "SELECT TRENCH SACKFILL", Per Ton. THE UNIT CONTRACT PRICE FOR 'TRENCH AND BACKFILL PER LINEAR FOOT SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, HAULING AND OTHERWISE DISPOSING OF THE WASTE MATERIALS, FOR BACKFILLING AND TAMPING BACKFILL MATERIAL AND FOR THE RESTORATION OF THE TRENCH AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER ALL IN ACCDFDANCE WITH THESE SPECIAL PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. 3) " FOUNDATION" PER EACH 4) "CODUIT, P.V.C., SCHEDULE 40, " Per Lin. Ft. 5) "CODUIT , P.V.C., SCHEDULE 80, " Per Lin. Ft. 6) "DESIGN JUNCTION BOX", PER EACH. 7) "STREET LIGHT STANDARD ", PER EACH. 8) -SIGNAL :.TANDARD, TYPE_" PER EACH 9) "DETECTION LOOP RETURN CABLE, 2/C" SHD." PER LINEAL FOOT 10) "SHIELDED PRE- EMPTION CABLE, 3/C SHO" PER LIN. FT. 11) "SHIELDED INTERCONNECT CABLE,4PR" PER LIN. FT. 12) "TRAFFIC SIGNAL WIRE" PER LUMP SLIM. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINEAL FOOT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. R./LUMP SLIM ON TRAFFIC SIGNAL SYSTEM WIRE. WILL BE FULL COMPENSATION FOR FUR TSHING AND INSTALLING THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TJOLS, EQUIPMENT NECESSARY ANDi7R INCIDENTAL TO THE INSTALLATION AS PER THE CONTRACT PLANS AND THESE SPECIFICATIONS. 8-22 PAVEMENT MARKINGS 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 BASED ON A 25-FOOT UNIT CONSISTING OF A 10-FOOT LINE AND 15 FOOT GAP. SKIP CENTER STRIPE IS USED AS CENTER LINE DELINEATION ON A TWO LANE TWO IhAY ROADWAY. DOUBLE YELLOW CENTER STRIPE - DELETE AND REPLACE WITH: TWO SOLID YELLOW LINES, 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 CHWNNELIZATION. EDGE STRIPE - DELETE GORE STRIPE - DELETE AND REPLACE WITH: APPROACH STRIPE - A SOLID WHITE LINE, 8 INCHES 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 "SKIP" PATTERN SHALL BE BASED ON A 25 FOOT UNIT CONSISTING OF A 10 FOOT LINE AND 15 FOOT GAP. w Supplemental Specifications (Rev 02/09/87) Page 48 as 8=22.1 CONTINUED NO PASS STRIPE - DELETE REVERSIBLE LANE STRIPE - DELETE TWO WAY LEFT TURN STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 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 FOOT LINE ArD A 15 FOOT SPACE (SEE DETAIL SHEET). BARRIER STRIPE - DELETE AND REPLACE WITH: A SOLID YELLOW LINE, 18 TO 24 INCHES WIDE. CROSSWALK STRIPE - DELETE PC REPLACE WITH: A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLM PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 8 FOOT SPACE IN BETWEEN THE LINES. STOP BAR - DELETE AND REPLACE WITH: A SFXID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SHALL BE INDICATED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WI"iH: A SOLID WHITE MARKING CONFORMING TO CONTRACT PLANS AND DETAIL SHEETS. TRAFFIC LETTERS - REPLACE WITH TRAFFIC LEGEND - DELETE AND REPLACE WITH: A WHITE MARKING USING ALPHABETICAL LETTERF - SEE CONTRACT PLANS AND DETAIL SHEET. 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 LONGITUDINAL ACCUMULATIVE ERROR WITHIN A 25 FOOT LENGTH OF SKIP STRIPE SH,-LL NOT EXCEED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VA�,Y 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 DIRECI"ED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. 8-22.4 MEASUREMENT (REPLACEMENT SECTION), MEASUREMENT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION WADE FOR THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER STRIF--, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND 'ONLY' PER EACH. MEASUREMENT FOR ALL ITEMS SHALL BE rO PLETE IN PLACE. MEASUREMENT FOR PAINT/PLASTIC STRIPE LINE REMOVED, WILL BE BY THE LINEAR FOOT OF "_" WIDE LINE -- Supplemental Specifications (Rev 02/09/87) Page 0 r B-22.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE INDFR: 1. "PAINTED 8" WIDE SOLID iTRIPE" PER LINEAR FOOT 2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR FOOT ). "PAINTED _" WIDE BARRIER STRIPE" PER -INEAR FOOT 4. "PAINTED 12" WIDE CROSSWALK" PER LINEAR FOOT 5. "PAINTED_" WIDE STOP EAR" PER LINEAR FOOT TR 6. "PAINTED AFFIC ARROW" PER EACH 7. "PAINTED TRAFFIC LEGEND ", PER EACH S. "PLASTIC 12" WIDE CROSSYZ- PER LINEAR FOOT 9. "PLASTIC _" WIDE STOP BAR" PER LINEAR FOOT d0. "PLASTIC TRAFFIC APRDW" PER EACH 11. "PLASTIC TRAFFIC LECZC " PER EACH 12. "REMOVAL OF PAINT LINE _" WIDE" PER LIN. FT. NE 13. "REMOVAL OF PLASTIC LI " WIDE" PER LIN. FT. I I Supplemental Specifications y� (Rev 02/09187) Page 50 tv DIVISION 9 MATERIALS 9-03 AO REGATES 9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION) ADD TO PARAGRAPH 2 SENTENCE : ..EXCEPT THAT IN NO CASE SHALL THE MAXIMUM SIZE EXCEED EIGHT (8) INCHES. REPLACE PARACR'.N 3 WITH: r" GRAVEL BASE SHALL MEET THE FOLLOWING REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HLIULING VEHICLES FOR DELIVERY TO THE ROADWAY, TRENCH OR DURING MANUFACTURE AND PLACEMENT INTO A TEMPORARY STOCKPILE. THE EXACT POINT OF ACCEPTANCE MILL BE DETERMINED BY THE ENGINEER. Lj* GRAVEL BASE GRAVEL BASE CLASS A CLASS 8 I % PASSING 1/4" SIEVE 25% MIN. 25% MIN. 75% MAX.. 75% MAX. % PASSING U.S. NO. 200 5% MAX. 10% MAX. SIEVE (WET SIEVING) M. (DUST RATIO): % PASSING ♦200 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 A, SWILL CONSIST OF CRUSHED MATERIAL AND SHALL CONFORM TO 1HE REQUIREMENTS OF SECTION 9-03.9 FOR BALLAST. 9-03.12(1)B CLASS B (REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUNDATIONS, CLASS B, IS NOT AN ACCEPTABLE SUBSTIMION FOR GRAVEL BACKFILL FOR FOUNDATIONS, CLASS A, UNLESS APPROVED IN WRITING BY THE ENGINEER. IF APPROVED THE GRAVEL BACKFILL FOR FOUNDATION, CLASS B, SHALL CONFORM TO THE REQUIREMENTS OF 9-03.1(3)C GRADING 34 OR 9-03.10 AGGREGATE FOR GRAVEL BASE, CLASS A. 9-03.12(3) GRAVEL BACKFILL FOR PIPE BEDDING (PARTIAL REPLACEMENT SECTION) REPLACE SENTENCE 1, PARAGRAPH i WITH: GRAVEL BACKFILL FOR PIPE BEDDING SHALL CONSIST OF NATURALLY OCCURRING PEA GRAVEL CONFORMING TO THE FOLLOWING: PASSING 3/4" SQUARE SIEVE 100% PASSING 3/8" SQUARE SIEVE 70-100 PASSING /4 SEIVE 55-100 PASSING #10 SEIVE 35-95 PASSING #20 SEIVE 20-80 PASSIM, #40 SEIVE 10-55 PASSING #100 SEIVE 0-10 PASSING •200 SEIVE 0-3 SAND EQUIVALENT 35 MINIMUM Supplemental Specifications (Rev 02/09/87) Page 51 9-03.12(3) CONTINUED ADD: WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRU.`.iHED, PROCESSED OR NATURALLY OCCURRING GRANULAR MATERIAL MEETING THE REQUIREMENTS LISTED ABOVE CAN BE USED AS GRAVEL BACKFILL FOR PIPE BEDDING. 9-03.14 GRAVEL BORROW (REPLACEMENT SECTION) GRAVEL BORROW SHALL CONSIST OF CLASS A OR CLASS B GRAVE_ BASE CONFORMING TG THE REQUIREMENTS OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE 9-05 DRAINAGE STPLCTIJRES, CULVERTS AND CONDUITS 9-05.1 DRAIN PIPE (PARTIAL REFLACEMEN"f SECTION) DELETE: ALL REFERENCE TO AN ALUMINUM COATED (ALUMINIZED) CORRUGATED IRON OR STEEL DRAIN PIPE FROM THIS SECTION. 9-05.3(1)A END DESIGN (PARTIAL REPLACEMENT SECTION) DELETE SENTENCE 2 PARAGRAPH 1 9-05.10 i7=E1. S'ORM SEWER PIPE (PAPTI7.- REPLACEMENT SECTION' REPLACE: 'TREATMENT 5" WITH -TREATMENT 1" 9-J5.11 ALUMINM STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) DELETE: "except that protective coating shall be Treatment 5". 9-05.1.2 P'JC SEWER PIPE PARTIAL REPLACEMENT SECTION) DELETE: PARAGRAPH 1 ADO: THE MAXIMM LENGTH OF PVC PIPE SECTIONS USED SHALL BE l2 FEET. 9-05.13 DUCTILE IRON zriFR PIPE (PARTIAL REPLACEMENT SECTION) DELETE PARAGRAPH 1 9-29 ILLUMINATION, SIGNALS, ELECTRICAL 9-29.1 CONDUIT (REPLACEMENT SECTION) THE CONDUIT P.V.C. - NON-METALLIC SHALL CONFORM TO ARTICLE 347 OF THE CODE AND ASTM STANDARDS. THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW: (1) SCHEDULE 80 EXTRA MEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. (2) SCHEDULE 40 HEAVY WALL P.Y.C. CONFORMING TO ASTM STANDARDS. Supplemental Specifications (Rev 02/09/87) Page 52 9-29.2 JUNCTION BOXES (REPLACEMENT SECTION) JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCHORED IN PLATE AND STEEL COVER RATE (DIAMOND PATTERN) AS INDICATED ON DETAIL SHEET THE INSCRIPTIONS ON THE COVERS OF THE JUNCTION BOXES SHALL BE AS FOLLOWS; (1) SIGNAL ONLY: "SIGNALS- (2) STREET LIGHTING ONLY: "LIGHTING" (3) TRAFFIC SIGNAL Aft 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 CONDUCTORS AS INDICATED ON THE PLANS SHALL BE STRANDED COPPER AND SHALL EMPLOY 600 VOLT 1THW INSULATION OF THE SIZES NOTED ON THE PLANS. ALL MULTI CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS AND SHALL BE OF THE SIZES NOTED ON THE SIGNAL WIRING DIAr". THE 2/c CABLE INDICT _D FOR THE DETECTION LOOP RETURN CABLE SHALL BE A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SHALL BE BELDEN, BELDFOIL 8720, or EQUAL, WITH I14 AWG CONDUCTORS STRANDED (19 x 27). THE CABLE SHALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINNEC COPPER DRAIN WIRE AND A CHROME VINYL JACKET, THE 3/c SHIELDED PRE- EMPTION DETECTOR CABLE SHALL BE 3-M /138 CABLE OR EQUIVALENT. THIS CABLE WILL RUN FROM THE DETECTOR UNIT TO THE CONTROLLER CABINET AND NO SPLICES WILL BE ALLOWED. THE SHIELDED COMMUNICATIONS/SIGNAL INTERCONNECT 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 COOING. 3. CABLE CORE ASSEMBLY: INSLATED CONDUCTORS ARE TWISTED INTO PAIRS WITH VARYING LAYS (TWIST LENGTHS) TO MINIMIZE CROSS TALK AND MEET STRICT CAPACITANCE LIMITS. 4. 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. SHIELDING COVERAGE. A .DO5 CORRUGATED TAPE APPLIED IN THE SAME i MANNER IS ACCEPTABLE. --- 5. OUTER JACKET: A BLACK, LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE DURING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIML04 OF 2' ALONG THE OUTER JACKET. 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOWED WITH PETROLEUM-POLYETHYLENE GEL FILLING COMPOUND INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD. EACH WIRE SHALL BE "BERED AT EACH TERMINAL END WITH A WRAP-AROUND TYPE NUMBERING STRIP ACCORDING TO THE SCHEDULE ATTICHEG TO Th`.lE SPECIAL PROVISIONS, NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLANS. ALL CONDUCTOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SLICES FOR DETECTOR LOOPS AT THE NEAREST JUNCTION! BOX TO THE LOOPS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL THE NECESSARY WIRING, FUSES AND FITTINGS SO AS TO COMPLETE THE INSTALLATION OF THE SIGNAL AND LIGHTING EQUIPMENT AS SHOWN ON THE PLANS. ALL MATERIALS AND INSTALLATION METHODS, EXCEPT AS NOTED OTHERWISE HEREIN, SHILL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. r Supplemental Specifications r (Rev 02/09/87) Page 53 9-29.3 CONTINUED INSTALLATION OF ALL MIRING SHAD. CONFORM TO APPLICAB.E PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE HALL C(!'FORM TO THE APPLICABLE SPECIFICATIy S AS FOLLOWS, (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER CONFORMING TO APPL'CABLE PORTIONMS OF ASTM STANDARDS. INSULATION SHALL BE 600 VOLT PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, CONFORMING TO AP:LICABLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE COMPOUNDS SHALL NOT BE USED WHERE EXPCsEO TO SUNLIGHT. THE GRADE INSULATION OF CODE THICKNESS SHALL BE USED. (2) MULTI-CONIXUC.OR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND SHALL BE RATED TO OnERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED i WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE COMPOUND, OR APPROVED EQUAL, AND SHALL BE COLOR CODED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHP.LL BE CABLED O)GETH£R WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SEATH 75 MILS THICK. INSULATION STALL CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS. AWG Nan. Strands CIRCUIT Phase Gauge Gauge Conductor Color Stripe 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 Black P' 1.4 19/27 Red, Yellow, Green Black-Black 14 19/27 Red, Yellow, Green White Signal.......... con. 12 19/25 White None Control......... Com. 12 19/25 White BlaCK or Green Detector........ A,B,C 12 19/25 Black None Com. 12 19/25 r,hite W+ne spare........... .... 14 19127 Red, Yellow, Green 6lue t. Fleelxt's........ ..,. 12 i9/25 Black None Service......... .... 10 19/23 Black None Alternate..... 12 19/25 Black None Neutrals w (not tisted).. 10 19123 white None Alte. late..... .... 12 19/25 White or Green None Multi-conductor cable shall be assembled as per the fullowi.ng typical illustrations: a) 2 Conductor -- 2 No. 12 AWG, 19/25 strand, consisting of a black and white conductor, r, b) 5 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black stripe; and 3 No. 14's consisting of Phase A. c) 8 Conductor -- 1 No 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. 141s consisting of Phase A and B. J) 11 Conductor -- 1 No. 12 AWG, white; i 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 No. 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 RE ARRANGED SO THAT COMBINATIONS OF THE ABOVE CABLE ASSEMBLIES SHALL BE USED. WITH THE EXCEPTION OF TYPE XHHW INSULATION, THE MINIMUM INSULATION THICKNESS FOR ANY ELECTRICAL CONDLrTOR SHALL EE 3/64 INCH NO THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO Supplemental Soeciftcations (Rev 02109/87) Page 54 9-29.3 CONTINUED THE THICKNESS OF THAT INSULATION IMMEDIATELY AROUND ANY CONDUCTOR AND EXCLUDING ANY SHEATH OR JACKET THICKNESS. INDUCTION LOOP DETECTORS SHALL BE INSTALLEC IN A SAW-CUT IN THE PAVEMENT 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, RHH OR RHW INSULATION. SEE DETAIL SHEETS. 9-29.4 MESSENGER CABLE. FITTINGS - DELETE 9-29.5 POLE LINE HARDWARE - DELETE 9-29.6 LIGHT STANDARDS (REPLACEMENT SECTION) LIGHT STANDARDS SHALL BE SPUN ALUMINUM IN ACCORDANCE DETAILS SHOWN IN THE PLANS, AS SPECIFIED IN THE TECHNICAL PROVISIONS AND AS OUTLINED HEREIN. 9-29.6(3) TIMBER LIGHT STANDARJS, TIMBER STRAIN POLES. TIMBER SERVICE SUPPORTS - DELETE 9-29.7 LUMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BAF.-S (REPLACEMEN' SECTION) ELECTRICAL DISCONNECTS SHALL BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE WATERPROOF, QUICK OISCOPNECI TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL PROVIDE WAiERPRCCF IN LINE FUSE PROTECTION. ALL CONNECTIONS SHALL BE MADE WITH COMPRESSION FITTINGS. UPON DISCONNECT, THE FUSE SHAU.L REMAIN IN THE LOAD SIDE OF THE KI';. THE FUSES SHALL BE LOrATEC INSIDE THE HAND HOLE AT THE BASE OF THE POLE. H ._3 FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE J.IERATING VOLTAGES OF THE CIRCUIT INVOLVED AND FAALL HAVE THE FOLLOWING CHARACTERISTICS: 1. FULSFS SHALL BE CAPABLE OF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD. 2. FUSES SHALL BE CAPABLE OF SUPPORTING 135% OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR. 3. A LOAD OF 200% OF RATED LOAD WILL EFFECTIVELY CALS'c INSTANTANEOUS BLOWING OF THE FUSE. 4. FUSES SHALL BE RATED AS LISTED BELOW AND SHALL BE SIZED TO FIT THE PJS=. CONTAINERS FURNISHED ON THIS PROJECT, ACCORDING TO THE MANUFACTURER-S RECOMMENDATIONS THEREFOR: LUMINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W15A 400 W10A 250 W10A 200 W10A 175 W10A 150 WHOA 1CO W10A 5. FUSES SHALL BE UL LISTED 9-29.8 MAST ARMS, CROSS ARMS AND TIE ROD - DELETE 9-29.9 BALLAST, TRANSFORMERS (REPLACEMENT SECTION) BALLAST FOR HIGH PRESSURE SODIUM VAPOR LAMPS SHALL BE DESIGNED TO PROPERLY OPERATE 1GO WATT 554, 150 WATT 555, 200 WATT 566, 250 WATT 550, 400 WATT 551. BALLASTS FOR H.P. SODIUM VAPOR LANDS SWILL BE AN INTERNAL 240-VOLT REGULATOR-TYPE (HIGH POWER FACTOR), THE BALLAST SHALL BE PRE-WIRED TO THE LAMP SOCKET AND TERMINA., BOARD. THE BALLAST SHALL HAVE AN ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10%, NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SHALL Supplemental Specifications (Rev 02/09/87) Page 55 9-29.9 CONTINUED EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCHLORINATED BIPHENYLS (P.C.B.) AS DIELECTRIC, COOLANTS, OR FOR ANY OTHER PURPOSE. EACH BALLAST SHALL HAVE A NAME PLATE ATTACHED PERMANENTLY TO THE CASE LISTING ALL ELECTRICAL DATA. 9-29.10 LUMINAIRES (AEPLACEMENT SECTION) ALL LUMINAIRES SHALL BE OF THE DISTRIB(TTION TYPE AND WATTAGE INDICATED IN THE PLANS. LUMINAIRES SHALL HAVE A CAST-ALUMINUM HOUSING PROVIDING FOR A SLIP-FITTER TYPE MC1JNTINC AND CAPABLE OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON. LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (OROPPED LENS) FOR ARTERIALS AM A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. THE LUMINAIRE SHALL INCLUDE THE POWER DOOR FEATURE. THE LUMINAIRE SHALL HAVE A GASKET BETWEEN REFRACTOR AND REFLECTOR. A GASKET OR FILTER MATERIAL SHALL BE PLACED BETWEEN THE LAMP SOCKET A'O THE REFLECTOR. THE MANUFACTURER-S NAME OR SYMBOL :LL BE CLEARLY HARKED ON EACH LUMINAIRE. E CH LUMINA:RE SHAI L HAVE A WEATHER-RESISTANT, ANSI-APPROVED DECAL ATTACHED TO THE 13ALLAST HOUSING SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE SHO THE LEGEND SHALL BE A MINIMUM OF TWO INCHES IN HEIGHT. THE DECAL SHALL BE COLD :N COLOR WITH LAMP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND: 7 F„R 70 WATTS 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS 15 FOR 150 WATTS 40 FOR 400 WATTS 17 FOR 175 WATTS 70 FOR 700 WATTS 20 FOR 200 WATTS X1 FOR 1,000 WATT AL. LUMINAIRES SiAL. HAVE THEIR COMPONENTS SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL MOUNTING HARDWARE (NUTS, BOLTS, WASHERS, HINGES, ETC.). THE HOUSING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE WEATHER-TIGHT. 9-29.11 :ONTROL EQUIPMENT (REPLACEMENT SECTION) UNLESS SPECIFIED OTHERWISE, ILLUQNATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF _ PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-29.11(l) TIME CLOCK CONTROLS - DELETE 9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMENT SECTION) PHOTOELECTRIC CONTROLS SHAL, BE PLUG-IN DEVICES, RATED TO OPEPATE ON 120 VOLTS, 60 HZ. THE PHOTO- CELL SHALL BE A SOLID STATE DEVICE WITH STABLE TURN-ON VALUES IN THE TEMPERATURE RANGE - 55 DEGREES C TO +70 DEGREES C. THE PHOTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LUMINAIRE. IN A CONTACICR-CONTROLLED SYSTEM, THE PHOTO-CELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE LUMINAIRE r NEAREST TO THE SERVIM'^-ONTACTOR CABINET. THE PHOTO-CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS OF INCANDESCENT LOAD 'ON- AS MIN. M Supplemental Specifications (Rev 02/09/87) Page 56 N 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECIION) ALL SPLICES AND TAPS SHALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO SECJRELY JOIN THE WIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGHT SEAL. ALL MATERIAL USED IN THE SPLICE 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 ALTERNATING CURRENT AND SHALL USE THE POWER LINE FREQUENCY AS A TIME BASE. THE TRAFFIC SIGNAL CONTROLLER SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) STANDARD PUBLICATIONS. CO POIEWS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS SHALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING T'ECMNIQUES. IN7EGRATE0 CIRCUITS SHALL BE MOUNTED IN SOCKETS AND SHALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD "OFF THE SHELF" TTENS. THE TRAFFIC SIGNAL CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MULTISONIC REAL TIME, MASTER COMPUTER. THE CONTROLLER SHALL BE CAP4LE OF BOTH ON-LINE OPERATION (CONTROL BY THE MLJLTISONIC MASTER 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 (MULTISONIC MASTER) THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY-ACTUATED MODE WITH VOLLME 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 f-EPLACEMENT SECTION) FLASH UNIT SHALL BE A TWO CIRCUIT IYPE, CAPABLE OF SWITCHING LOADS UP TO 1000 WATTS PER CIRCUIT ALTERNATELY AT A RATE OF 60 FLASHES PER MINUTE PER CIRCUIT, PLUS OR MINUS TWO FLASHES PEP MINUTE. 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS PEPARATE WITS OR AS MODULES THAT PLUG CIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE WITS. THE PRE-EMPTIUN SYSTEM CPERATION SHALL BE COMPATIBLE M:TH THE 34 COMPANY "OPTICOM" SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USING AND SHALL BE CAPAELi: OF BEING ACTIVATED BY THE SAME TRANSMITTERS. WHEN A PRE-EDPTION DETECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVING ALL VEHICLE CLEARANCES. THE PHASE SELECTOR SHALL HOLD THE CONTROLLER IN THE PHASE SELECTED UNTIL THE DETECTOR NO LONGER DETECTS THE EMERGENCY VEHICLE. WHEN THE PHASE SELECTOR IS RESPONDING TO ONE DETECTOR, IT SHALL NOT RESPOND TO ANY OTHER DETECTOR UNTIL CALLS FROM THE FIRST DETECTOR ARE SATISFIED. INDICATOR LIGHTS SHALL INDICATE POWER ON, SIGNAL BEING RECEIVED, CHANNEL CALLED. SWITCHES SHALL CONTROL SYSTEM POWER AND SIMULATE DETECTOR CALLS FOR EACH PHASE. 9-29.13(4) WIRING DIAGRAMS (REPLACEMENT SECTION) THE 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 SCHEMATICS AND MANUALS FOR ALL ASSEMBLIES AND SUB-ASSEMBLIES. Supplemental Speciflcatict�s (Rev 02/09/87) Page 57 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION) A CORNELL-DUBILER RADIO INTERFERENCE FILTER NF 10801-1 30 MPS OR EQL-"ALENT 94AU.L BE USED TO FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SUPPLIES SHALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 9-29.13(7) TRAFFIC-ACTUATED CONTROLLERS (REPLACEMENT SECTION) ALL TIMING FUNCTIONS AND INPUT AND OUTPUT FEATURES FOR FULLY-ACTUATED, VOLUME-DENSITY OPERATION SHALL BE PROVIDED IN ACCORDANCE WITH MEMA STANDARDS. THE CONTROLLER SHALL PROVIDE FOR SETTING EACH TIMING INTERVAL BY MEANS OF POSITIVELY CALIBRATED SETTINGS. THE TIMING FUNCTIONS SHALL BE ON THE FRONT OF THE CONTROLLER. UNIT OR SMALL HAVE KEYBOARD ENTRY AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SHALL INCLUDE ^tL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY-ACTUATED MDDE. STANDBY OPERATION SHALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCOMECT LINES, FAILURE OF CENTRAL MASTER COMPUTER, OR WHEN SPECIFIED BY THE MASTER. THE STANDBY OPERATION SHALL FOLLOW AND BE COINCIDENTAL IN PHASE TO THAT PHASE BEING DISPLAYED AT THE START OF STANDBY OPERATION. TRANSFER FROM COMPUTER SUPERVISION SHALL 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 THE TRAFFIC SIGNAL CONTROLLER, AUXILIARY CONTROL EQUIPMENT AND CABINET 94ALL BE SHOP TESTED TO THE SATISFACTION OF THE ENGINEER. TESTING AND CHECK-OUT OF ALL TIMING CIRCUITS, PHASING AND SIGNAL OPERATION SHALL BE AT THE CITY OF RENTC' SIGNAL SHOP, FENTON, WASHINGTON. THE SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST DEMONSTRATIONS. THE CONTRACTOR BALL ASSEMBLE THE CABINET AND RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRA'ED COMPONENTS SATISFACTORILY FUNCTIONING BALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIOD UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED UNTIL A MINIMUM OF 72 HOURS CONTINdgUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL COMPONENTS FUNCTIONING PROPERLY SHALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING OF ALL AFORESTATED CONTROL GEAR WHEN FIELD INSTALLED. 9-29.13(7)8 AUXILIARY EQUIPMENT FOR TRAFFIC ACTUATED CONTROLLERS (REPLACEMENT SECTION) POWER SWITCHES THERE SHALL 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 CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FOR PURPOSES OF CHANGING CONTRO.U.ERS OR LOAD SWITCHING DEVICES. STOP TIME BYPASS SWITCH A THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE STOP TIME BYPASS SWITCH. IF THE INTERSECTION IS PLACED ON FLASHING OPERATION EITHER BY THE FLASH SWITCH OR THE FAIL SAFE MONITOR, THE CONTROLLER SHALL IMEDIATELY STOP TIME. THE STOP TIME BYPASS SWITCH 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. WHEN DEPRESSED, THE SWITCH SHALL PLACE A CAL,- ON ITS RESPECTIVE SIGNAL PHASE. Supplemental Specifications (Rev 02/09/87) Page :8 9-29.13(7)8 CONTINUED THE CONVENIENCE OUTLET AND LAM' SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCANDESCENT LAW SOCKET SHALL BE FURNISHED IN THE MAIN CABINET. A DOOR SNITCH FOR THE LAMP SHALL BE PROVIDED. THIS CIRCUIT SHALL BE PROTECTED B1' A CIRCUIT BREAKER RATED AT 20 MPS. FAIL SAFF UNIT FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL GREEN, A6ER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING INDICATIOS SHALL NOT BE LONG ENOUGH TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISUJAL INDI'.ATION TWIT THE MONITOR HAS PREEMPTED NORMAL OPERATION. SURGE PROTECTOR (LIGHTINN3 ARRESTER) THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER i INPUT FROM ANY VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY OF ITS COMPONENTS. FIELD WIRING TERMINAL THERE SHALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NUMBERED IN ACCORDANCE WITH THE SCHEMATIC WIRING OIAGRA14 ON THE PLANS. IF A DIFFERENT NU SEOIND SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH NUMBERS SHALL 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 GROUND BAR WITH A MINIMUM OF 6 TERMINALS SHALL 13E PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COMMUNICATION DEVICES SHAL, BE DESIGNED AS SEPARATE UNITS OR AS MODULES THAT PLUG DIRECTLY INTO THE CONTROLLER CASE. THE COMMUNICATION DEVICES SHALL BE USED FOR ON-LINE COMPUTER CONTROL OF THE INTERSECTION AND SHALL BE CAPABLE OF TRANSMITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECE::VING AND DECODING COMMAND INFORMATION FROM THE COMPUTER ALL IN CONFORMANCE AND WITHIN THE CAPABILITY OF THE MULTISONIC MASTER COMPUTER UNIT AND THE INTERCONNECT CABLES. t 9-29.13(7)0 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 CONTAIN SHELVING, 9RACKETS, RACKS, ETC. TO SUPPORT THE CONTROLLER AND ALL AUXILIARY EQUIPMENT. 3. THE CABINET SHALL BE OF ADEQUATE SIZE TO PROPERLY HOUSE THE CONTROLLER AND ALL AUXILIARY EQUIFMEENT AND ANY REQUIRED APPURTENANCES. A. THE CABINET SHALL HAVE A FILTERED AIR INTAKE AND A VENT FAN. THE AIR INTAKE FILTER SHALL BE CAPABLE OF IMPEDING FOREIGN BODIES, SUCH AS DUST, LINT, ETC. THr VENT FAN SHALL BE IN THE TOP OF THE CABIH�-T AND THPRMOSTATICALLY CONTROLLED. 5. THE CABINET DOOP SHALL BE PROVIDE.) WITH THE FOLLOAIMG: a. THE MAIN DOOR OF THE 'ABINET SHALL 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 SHALL BE A SIGNAL ON-OFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTRA EQUIPMENT TO OPERATE WHEN PLACED I14 THE "OFF" POSITION. A SECOND SNITCH SHALL BE THE .'JTO-FLASH SNITCH. WHEN PLACED IN THE "FLASH" POSITION, COiT-OLLER POWER SHALL REMAIN OR ti CONTROLLER BALL STOP -- Suprlmwntal Specifications (Rey 02/09/87) Page 59 i 9-29.13(7)0 CONTINAUED TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL DESCRIBED LATER. b. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UDDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A DURABLE ALUMINUM OR KAMERTONE GRAY, OR SIMILAR IN COLOR, CAPABLE OF PREVENTING RUST FOR A MINIMUM OF FIVE (5) YEARS. C. BOTH DOORS (MAIN AND POLICE PANEL) SHALL HAVE ONE-PIECE WEATHER-PROOF NEOPRENE GASKETS. 9-29.15 FLASHING BEACON CONTROL - DELETE 9-29.16 VEHICULAR SI04AL HEADS (REPLACEMENT SECTION) VEHICULAR SIGNAL HEADS SMALL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICULAR SIGMA_ HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE TYPE FOR VERTICAL MOUNTING. LENS BALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT 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 PLATE 5 INCH SQUARE CUT BORDER. SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY-APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE INSIDE OF THE VISORS AND FRONT OF BACK R ATES SHALL BE FINISHED WITH "WO COATS OF FACTORY-APPLIED FLAT BLACK ENAMEL. MOUNTING HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL MOUNTING HARDWARE WILL BE OF THE TOP-MOUNT PLUMBIZER TYPE AS SHOWN ON THE STANDARD PLANS. POSITION OF THE SIGNAL HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LAMES. SIGNAL HEADS SMALL BE MOUNTED ON THE MAST ARM SUCH THAT THE RED INDICATORS LIE IN THE SAME .-LANE AND SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL HEAD 94ALL 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 (REPLACEMENF SECTION) THE HEAD OPTICAL UNITS SHALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AND TRAFFIC SIGNAL LAMPS VISIBLE TO THE TRAFFIC BEING CO.TROLLEu AT DISTANCES FROM 10 FEET TO 500 FEET UDDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8 INCH CONVENTIONAL HEADS 94ALL EMPLOY 67 OR 69 WATT TRAFFIC SIGNAL L3,". RATED FOR 130 VOLT OPERATION, 595 MINIMM INITIAL LUMENS, 665 MINIMUM INITIAL LUMENS, 8000 HR. RATED LIFE, 2 7/16 INCH LIGHT CENTER LENGTH, A-21 BULB, MEDIUM BASE, CLEAR IN COLOR. TWELVE INCH CONVENTIONAL HEADS SHALL BE FURNISHED WITH 165 WATT TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 1750 MINIMM INITIAL LUMENS, BOOO MR RATED LIFE, 3 INCH LIGHT CENTER LENGTH, P-25 BULB, MEDIUM BASE, CLEAR IN COLOR. ALL BLABS SHALL HE INSTALLED WITH THE FILAMENT OPENING POINTED UP. ALL SIGNAL LENSES SMALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS. THE LENS DESIGN SHALT. GIVE AN OUTWARD AND DOWNWARD DISTRIBUTION OF LIGHT WITH A MINIMUM ABOVE i,E HORIZONTAL. THE LENS SHALL BE GLASS AND SHALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF THC LENS AND REFLECTOR WEATHERPROOF AND OUST-TIGHY. THE REFLECTOR SHALL BE ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL UNIT SAIL BE DESI9ED TO PREVENT ANY OBJECTIONABLE REFLECTORN OF THE SUMS RAYS EVEN AT TIMES OF THE DAY WHEN THE SUN MAY SHINE DIRECTLY INTO THE LENS. Supplemental Speciflca'irnu .., (Rev 02/09/87) Page ,0 9-29.16(Z)E_PAINTING SIGNAL HEADS (REPLACEMENT SECTION) SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINI94ED 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. 9-29.16(3) POLYCARBONATE TRAFFIC SIGNfi_ HEADS - DELETE 9-29.16(3)A 8 INCH PG_YCARSONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)8 12 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29..7 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTIO.) VEHICLE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL BE AS INDICATED ON THE CONTRACT PLANS Am DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. 9-29.18 VEHICLE DETECTOR (REPLACEMENT SECTION) DETECTORS SHALL BE USED FOR ACTUATION OF TRAFFIC ACTUATED CONTROLLERS AND SYSTEM DETECTION OPERATION. DETECTORS SHALL BE EITHER MAGNETOMETER TYPE, '"NOUCTION LOOP TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. 9-29.18(1) INDUCTION LOOP DETECTORS (SUPPLEMENTAL SECTION) DECTOR AMPLIFIERS SHALL BE SARASOTA MODEL 2158 OR DETECTOR SYSTEMS MODEL 810A OR EQUAL. 9-29.20 PEDESTRIAN SIGNAL (REPLACEMENT SECTION) PEDESTRIAN SIGNAL HEADS SHALL BE THE NEON GRID TYPE, OR OTHER TYPES AS SPECIFIED IN THE CONTRACT. THE HEADS SHALL DISPLAY TWO SYMBOL MESSAGES, "HAND" (FOR THE DO NOT WALK MODE) IN PORTLAND ORANGE AND "MAN" (FOR THE WALK MODE) IN LUNAR WHITE. THE MESSAGE MODULE SHALL CONSIST OF TWO NEON GAS TUBES ENCLOSED IN A HOUSING MACE OF POLYCARSONATE PLASTIC. THE LENS MATERIAL SHALL BE POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AM SHALL BE PAINTED WITH TWO COATS OF FACTORY APPLIED TRAFFIC SIGNAL YELLOW BAKED ENAMEL. THE VISORS SHALL BE FLAT BLACK IN COLOR. 9-29.20(2) NEON GRID TYPE (REPLACEMENT SECTION) ALL NEON GRID HEADS SHALL B: EOIIPPEJ WITH Z-CRATE TYPE VISORS MADE OF POLYCARBONATE PLASTIC DESIGNED TO ELIMINATE SUN PHANTOM. THE MESSAGE MODULE SHALL BE PROVIDED WITH ELECTRICAL CONTACTS WHICH PLUG DIRECTLY INTO RECESSED CONTACTS IN THE TRANSFORMER ENCLOSURE WHEN THE MODULE IS IN ITS PROPER POi1TI0N. THE W)WEP, SUPPLY TO OPERATE THE MESSAGE MODULE SHALL BE 115 VAC WITH THE "HAND" SYMBOL OPERATING ON A 45 WATT MAX. AND THE "MAN" SYMBOL OPERATING 04 A 38 WATT MAX. 9-29.21 FLASHING BEACON - DELETE 9-29.24 SERVICE CABINETS (REPLACEMENT SECTION) THE SIGNAL/STREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHHEETS. ALL ELECTRICAL CONDUCTORS, BUSS BARS AND CONDUCTOR TERMINALS S N.L BE COPPER OR BRASS. THE CABINET SHAU.L BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED rOH EXTERIOR SURFACES AND 14 GAUGE FOP INTERIC.R PANELS. DOOR HINGES SHALL BE THE CGvTINUAUS CON,'EALEC PIANO 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 VENTILATION LOUVERS ON THE LOWER AO UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A (NNE PIECE WEATHER PROOF NEOPRENE GASKET. Supplemental Specifications (Rev 02/09/87) Page 61 9-29.24,1) PAINTING (REPLACEMENT SECTION) THE FINISH COAT SMALL BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE SHALL BE ETCHED BEFORE THE BAKED ON ENAMEL IS APPLIED. THE INTERIOR SHALL BE GIVEN A FINISH COAT OF EXTERIOR GRADE OF WHITE METAL ENAMEL. 9-29.24(2) ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS (REPLACEMENT SECTION) THE ELECTRICAL CIRCUIT BREAKERS AND CONTACTORS SHAY- 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 PLUG (120 VOLT-20 AMP RATED) G.F.I. TYPE 4. LIGHT CONTROL TEST SWITCH (120 VOLT-15 AMP) 5. CONTACTOR RELAY FOR EACH CIRCUIT 6. DOUBLE POLE BRANCH BREAKER (S) FOR LIGHTING CIRCUITS (240 VOLT) 7. ONE 12U VOLT, 20 MP SINGLE POLE BRANCH BREAKER (FOR UTILITY PUGS) 8. TYPE 3-SINGLE Fi4ASE 120/240 VOLT GROINDEED NEUTRAL SERVICE 9. ONE 120 VOLT 40 AMP SINGLE POLE BRANCH BREAKER (SIGNAL SERVICE) 10. COMPLETE PROVISIONS FOR 16 9REAKER POLES 11. NAME PLATES PHENOLIC BLACK WITH WHITE ENGRAVI% EXCEPT THE MAIN BREAKER WHICH SHALL BE RED WITH WHITE LETTERING. ALL NAME PATES SHALL BE ATTACHED BY S.S. SCREWS. 12. METER 60.5E SECTIONS ARE UNNECESSARY 9-29.25 APLIFIER, TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION) THE POLE MOUNTED TERMINAL BOX SHALL BE MADE OF MOLDED FIBERGLASS, BE GREY IN COLOR, BE APPROXIMATELY 16" HIGH x 13-7/8" WIDE x 5-7/8" DEEP AND HAVE A MIN:.NUN 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 T)RE DOOR LOCKING SIDE. ALL HARDWARE WILL BE STAINLESS STEEL. 9-30.1A DUCTILE IRON PIPE (PARTIAL REPLACEMENT SECTIOIH) PARAGRAPH 1: REPLACE "CLASS 53 and CLASS 50" WITH "CLASS 52" 9-30.2A FITTINGS - DUCTILE IRON PIPE (ADDITIONAL SECTION CAST J',ON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10 82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ADI/AWWA A104/A21.4-85. ALL FITTINLS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. TYPE OF ENDS SMALL BE SPECIFIED AS PUSH-ON JOINT (TYTON), MECHANICAL JIONT(HJ), PLAIN END(PE), FLANGED(FL), OR SCREW(S). GASKET MATERIAL FOR FLANGES SHALL BE NEOPRENE, BUNK., CHLORINATED BUTYL, OR CLOTH- INSERTED RUBBER. RUBBER CASKET JOINTS SHALL BE. IN ACCORDANCE WITH ANSI/AWWA C111/C21.11-80. FLANGES (THREADED) SHALL BE IN ACCCRDANCE WIh ANSI/AWWA C115/A21.15.83. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN D1;rCTER AND HAVE MECHANICAL, PUSH-ON, OR PLAIN-END JOINTS, THE FITTINGS SMALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OF ANSI/AWWA C153/A.21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE BOTH PUSH-ON (TYTON), OR PLAIN-END, OR MECHANICAL JOINTS AND FLANGED JOINTS SHALL 3 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), PLAN-END, JR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53- 84 AD THAT PORT:ON OF THE FITTING WITH FLANGED JOINTS) SHALL BE IA ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. Supplemental Speci C.cations (Rev 02/09/87) Page 62 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 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO 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: I VALVES SHALL BE DESIGNED FOR A MINIMA WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MELLER COMPANY NO. A2380, KENNEDY OR M1H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO 9ID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMELY VAULT AND 1" BYPASS INSTALLATION. V P 9}0_3E VALVE MARKER POSTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: VALVE MARKER POSTS SHALL RE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS WHERE THE TOP OF THE VALVE BOX COULD BE COVERED BY WEEDS, SHRUBS, BARK OR OTHER MATERIALS. THE VALVE MARKERS SHALL 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 END CONNECTIONS (REP ACEMENT SECTION) HYDRANTS SHALL BE CONSTRUCTED WITH MECHANICAL JOINT CONNECTION UNLESS OTHERWISE SPECIFIED IN BID PROPOSAL DESCRIPTION. 9-30.58 HYDRANT DIMENSIONS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) COFORMING TO AWWA C-504-80 WITH A 6 INCH INLET AND A 4.V.O. OF 5 INCHES, TWO 2 1/2 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 (Rev 02/09/87) Page 63 f t SPECIAL PROVISIONS E R 4 CITY OF RENTON Maplewood Golf Course Sanitary Sewer SPECIAL PROVISIONS 1 I 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.5 GAME FISHERIES AND ECOLOGY REGULATIONS (SUPPLEMENTAL SECTION) DELETE: Entire paragraph 3: "If work in 1 through 3 above differs F little from that specified in the contract, etc." 1 . ADD: "Work in 1 through 9 above will be Incidental to contract pay Items." 1 I The Contractor shall comply with all the regulations of the permit issued by the Department of Fisheries regarding sewer ! construction adjacent to the Creek and including the encasing pipe at the creek crossing." The contractor may select to make the creek crossing by either open-cut or ,jacking/boring. All labor and materials needed to effect the crossing, including stream bank restoration and plant'ngs shall be included in the bid item "CREE!' CROSSING WITH BORED STEEL CASING PIPE OR STREAM DIVERSION" per LUMP SUM, and no additional payment shall be made 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (SUPPLEMENTAL SECTION) Park Department property such as plants, shrubs, trees. fences, and rockeries within the allowable construction areas shall to ramoved and restored to the satisfaction of the Park Department. It shall be the -- Contractor ' s responsibility t0 notify each Park Department when it is necessary to remove such improvements to facilitate the Contractor 's progress, and to remove those improvements to locations requested by the Park Department or to restore them in their original location or as near original condition as possible. Such removal and restoration shall be -onsidered Incidental to the project and no further compensation will be made. L1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION) L The Contractor shall insure ingress and egress for vehicular access during all phases of construction for emergency vehicles t0 the Golf Course Club House and all other buildings within the -golf course property. V 7-17 SANITARY SEWERS 7-17. 3(2)H SIDE SEWER CONNECTIONS (SUPPLEMENTAL SECTION) [[M�� The Contractor shall construct 8, 6 and 4 irch side sewers from the sewer interceptor or lateral to serve the club house and the three residences. The minimum grade for the side sewers shall be two percent (2%) . The side sewer connections to ser•:e each building must be made between the Sall pipe and the septic tarok. Side sewer connectijn shall not start until the 15 inch sewer interceptor and the 8 inch sewer lateral have been Constructed, tested, flushed, T.V. inspected, manholes channeled, and deemed ready for use by the Engineer. The cost involved in providing all materials including tees, couplings, surface clear-outs, pipe, bedding, labor, equipment, restoration, and testing the side Sewers stall be included in the bid item price for side sewers per Lump Sur. All restoration shall be Completed to the Satisfaction of the City of Renton Parks and Recreation Department. C 7-17.3(2)3 METRO MANHOLE CONNECTION (SUPPLEMENTAL SECTION The Contractor shall acquaint himself with and comply with the regulations contained in the permit issued by METRO and also with the regulations contained at the back of the Special Provisions for connection to METRO MHR10-36. The Contractor shall replace the existing 12 inch stub with a 15 inch stub, All work involved in the compliance with the permit �^ regulations will be incidental to the contract pay item. L7-17.3(2)K PUMPING AND FILLING SEPTIC TANKS (SUPPLEMENTAL SECTION) After all side sewers are constructed, tested and accepted ready for use by the Engineer, each septic tank must be pumped out with the sewage properly disposed of, the septic tank tops and bottoms must be Crushed and the septic tank filled with dirt and/or sand. There shall be no voids in the backfill of each septic tank. Plug each septic tank outlet with a 1 ( foot section of mortar. All of the work described in this supplemental Y section including restoration shall be included In the bid item price. 7-17.3(2)L SURFACE CLEANOUTS (SUPPLEMENTAL SECTION) The unit price bid for side sewers per LUMP Sum, shall be full compensation for all materials, labor and equipment necessary to construct the 8 inch and 6 inch surface eleannuts in accordance with the Sewer Standard Detail and restoration of the adjacent areas. The materials t� shall include, but not be limited to, the ayes, plugs, and lamphole covers. 7-17.3(3) BACKFILLING SEWER TRENCHES (SUPPLEMENTAL SECTION) During construction of the Sewer pipL from MH 5 t0 MH 6, the trerch backfill shall be 100%, at the conclusion of ' 19h days construction, on all areas within the asphalt pavement. The cost for providing 100% backfill shall be included in the bid item price for 15 inch sanitary PVC Sewer pipe. tl' 7-17.3(5) STREAM CROSSING (NEW SECTION) iN The Creek crossing in Schedule B may be accomplished by either of the following methods at the contractors option; JACKED OR BORED CASING PIPE Where shown on the Plans, the Contractor shall Install the PVC C pipe in a 20 inch diameter steel encasing pipe with a mirimum 1/4-inch wall thickness. The steel encasing pipe shall be installed by ,Jacking, tunneling or augering or by a combination of these methods. During ,Jacking, augering, or tunneling operations, care shall be exercised to prevent caving ahead of the steel encasing pipe which will cause voids Outside the pipe. If voids occur, the Contractor shall backpack the voids with sand and pea gravel and fill th; voids with a pumped Portland Cement grout. If liner plates are used, they shall be assembled and Installed in accordance with the marufacturer- s instructions and specifications and in accordance with a:cepted tunneling methods t using poling plates or shields of a strength equal to that of the liner plates. The PVC pipe shall be skidded into position inside the casing pipe and blocked into position. The annular space between the i carrier pipe and the casing pipe or tunnel liner shall be filled by sluicing or blowing sand or pea gravel into the space unless 4 othe- ve specified. Care shall be exercised to insure that the ertir suare is filled and that the pipe is not disturbed during ] the placLoent of the backfill between the pipe and the casing. The Contractor shall remove the carrier pipe and reinstall it If it will not accommodate the pipe laid to tolerances shown on the Plans. The unit price bid shall be full compen3ation for all materials, 6( labor and equipment necessary to construct the 20 inch ofameter encasing pipe including restoration. The carrier pipe, through # the encasing pipe, Shall be paid under a Separate bid item. L L L M� STREAM DIVERSION III The contractor shall provide a 48 inch culvert pipe of sufficient length to carry the creek past the area of work. The culvert pipe shall be placed in the existirg creek bed and an j impervious dam shall be constructed around the up stream end, diverting the creek into the culvert. Two filter check dams consisting of pea-gravel filled burlap bags shall be constructed to filter silt and debris from the creek. One check dam shall be located around the culvert pipe down stream of the sewer trench, and the other shall be located 10 to 20 feet down stream of the culvert end. These check dams shall be cleaned of all w accumulation of debris on a daily basis during the construction of the sewer trench, and shall not be removed until after the bank restoration Is completed and the diversion culvert is removed. III The stream bed in the trench line shall be backfilled with washed rock of a random size range of 1/2 to 3 inch diameter. s The stream frank shall be covered with loose medium rip rap rock to a minimum thickness of 12 inches. I �# After all rock is placed and the diversion culvert is removed [■- plant the area with the fallowing; I i VACCINIUM VITIS IDAEA (Cowberry, Lingonberry) Plant with one gallon size containers in a grid 30 inches on centers covering the rip raped area from low water line to the top of the bank. IRIS SIBIRICA ( Siberian iris) 1 Plant in groups of rhizomes in t-re center of each 30 inch L` grid of vaccinium vitis Idaea. All labor and materials required for the stream crossing except for the 18 inch carrier pipe and select trench backfill shall be included in the unit price "Creek Crossing with bared steel casingpipe or stream diversion^ P P , per Lump Sinn, and no !( additional pavement shall be made. M 8-01 ROAD SIDE SEEDING 8-11.2 MATERIALS (PARTIAL REPLACEMENT SECTION) Seed shall conform to the following; Washington State Certified Turf Grass Seed with 70% Merion L Bluegrass, and 30% Red Fescue. Percentage t0 be by quality and not weight of seed. t` M 8-01.3(1)A CULTIVATION (SUPPLEMENTAL SECTION) The areas to be seeded shall be graded and smoothed to match the undisturbed areas with no breaks or ridges. All stones over 1/2 inch in diameter and all roots, clods, weeds, or other extraneous material shall be removed prior to app_ication of seed. 8-01.3(9) PROTECTION AND CARE OF SEEDED AREAS (REPLACEMENT SECTION) After all disturbed areas have been cleaned and restored to the satisfaction of the Engineer , and all seeding has been completed the Parks Department shall assume the responsibility for watering, fertilizing, and mowing the seeded areas. This shall not absolve the contractor of his responsibility should the seeded areas fail to germinate or for any subsidence in the areas which he has disturbed. G L ORT:mf 3/2/B7 r '�"-*METRO Municipality of Metropolitan Seattle / a Exchange Building • 821 Second Ave. • Seattle, WA 98104-1598 RECErwr) T/� &� PUBUC WORKS DEFT. CITY OF RENTON April 22, 1987 CCity of Renton -ublic Works Department ,m Mill Avenue South Penton, Washington 98055 Gentlemen: Sanitary Sewers - Maplewood Golf Course Satisfactory certification pursuant to terms of Metropolitan Council Resolution No. 2933 and construction plans for the above project have been submitted and reviewed. The plans are hereby approved, subject to the following: 1 �r 1 , Mr. Jim Hawthorn of this office (phone 684-1303) shall be notified at least two working days prior to construc- tion in the vicinity of Metro' s 42-inch diameter Cedar 1. River Trunk Sewer. 2. During construction, no debris shall be allowed to enter Metro' s Manhole No. R10-36. W 3. The manhole shall be unloaded all around or structurally f supported during construction tf, avoid unbalanced soils L loading. t 4. Plans for dewatering adjacent to Metro facilities shall be submitted to Mr. Jim Hawthorn for Metro review and approval at least five days prior to construction. I 5. The connection to the manhole shall not be backfilled until it has been inspected and approved by Metro. 6. Metro does not guarantee the location, diameter, or stub invert elevation; therefore, a field verification is recommended prior to construction. L7 . The new 15-inch diameter connection to the manhole shall be made by core drilling and use of a Kor-N-Seal Boot as distributed by P. I, P.2. , Inc. , 4601 South Orchard, LTacoma, Washington 98409, (206) 623-7772. ■ L I City of Renton Y April 22, 1987 [i Page Two • 8. The connection shall be plugged and not put into service until the tributary system has been cleaned, inspected, tested; and approved by the City. Upon completion of the project, please furnish the Municipality with a copy of the test results. Very truly yours, Alan J. Gibbs Executive Director By . ZL �- G �0'-7id-Tiard K. Sakidaas, Director \\\ Technical Se ices RKS: jhe cc : Department of Ecology 1�r � I f` r� it ■ ■ r i HYDRAULIC PROJECT ArIPROVAL DEPARTMENT OF FISHERIES R.C.W. 75.20.100 General Admin. Bldg. November 24, 1986 Olympia, Washington 98504 DEPARTMENT OF FISHERIES i-- (206) 753-6650 1A}plrC>nI,11WMr.IM to In i>0/Ic n,Ilcorrl y„rICMCeI PAGE I OF 2 PAGES Cp LAST NAME Pills a CCeTACt PllQAE(S{ ] City of Renton Department of Public Works 235-2631 Ell 00-33089-02 O STREET OR eAl ROOTS 200 M411 Avenue South O WRIA �y CITI STATE zw A B L 0 Renton Washington 98055 B-08.0302 ra WATER 1RIBUTARY TO A IT Maplewood Creek Cedar River o F 13 UUMTER SECTION TOWNsRie RANGE M Wl cOO11TY TYPE OF PROJECT El NW 1/4 22 23N 5E King Sewer and Bridge iL Installation THIS PROJECT MAY BEGIN AND 0E CJMPIETEO 9Y TIME E LIMITQT.INS: ,Tune 15 1987 5Se tember 17, 1987pt rovision 1 THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMIT. r TEE AND OPERATOR PERFORMING THE WORK. I. The person(s) to whom this approval is issued may be held liable for any loss or damage to fish life or habitat which results from failure 10 comply with the provisions of this approval. r Fellure to comply with the provisions of this approve! is a gross misdemeanor, pnssibly punishable by fine all imprisonment, Lis The Department reserves the right, subject to the holders opportunity to a hearing to contest agency actions as provided by the Ad. mlmstrahve Procedure Act, chapter 34.04 RCW. to make additional restrictions or conditions or revoke the approval when new Informa- tion shows such action is necessary by the department for the protection of fish life. 1 This department cannot b held liable for any y damage which might occur as a result of this project, except where damages Na are Proximately Caused byy aC1i0a9 of the department, - This approval pertains only to the provisions of the Fisheries and Game Codes. Additional authorization from other ; :hlic agencies r may be necessary for this project. "- 1. Bridge deck replacement may occur at any time. 2. Prior to the bridge deck being emoved, a temporary fence of heavy wire mesh shall Se constructed across the creek channel downstream of the bridge. This will retain bridge debris. 3. The bridge deck shall be removed with a minimum) of material being dropped Into the >_ creek. 4. No additional stream bank/abutment work shall be conducted without consulting with the bra Washington Department of Fisheries representative, Kurt Buchanan, 545-6582. 5. Sewer line installation shall be by the open-cut method. 6. Sewer line installation shall be done according to plans "Maplewood Golf Course - Golf Course Sewer Extension," dated April 1986. 1 im 7. Prior to any other instream work, the stream shall be placed in a temporary bypass culvert. L8, This culvert shall be large enough to pass all anticipated flow and debris. DEPARTME4T OF FISHERIES / �-c 1RECTOR PIS. NAB MGMT 001 R- - EO �] 1 . ADDITIONAL PROVISIONS November 24, 1986 Date Approval given to . . Ci.ty of Renton Department of Public Works . . . .... . ... . . . . . . . ... ....................... Stream or Lake . . . . Maplewood Creg;k - Cedar River . . . .. ...... . . . .... . .. . ... . . ..... ........................... .. Y Type of Project . .. . Sewer ,and. Bridge Installation . .. . .... ..... .. . ............... ..................... . . PROVISIONS: I 9. The culvert shall outfall far enough downstream to prevent br :kwatering the work ` Y site. R ( 10. Be*ween the work site and the culvert outfall , a low rise check dam shall be built of f eea gravel-filled burlap bags. 11. Any sediment accumulated by this check dam shall be removed from the stream bed. I I 12. The sewer line trench shall be backfilled with rock, the surface one (1) foot shall be clean gravels in a random size range of 112 - 3 inch diameter. Y 13. The stream bank shall be revegetated to short, brushy vegetation such as willow and red-twig dogwood. 14. All temporary construction material shall be removed from the streambed at project completion. SEPA: Applicant indicates exempt. GLocation: Maplewood Golf Course, 2 miles east of Renton on SR 161. Regional Habitat Manager - Kurt Buchanan -Telephone - 545-6582. cc: Buchanan Stevens-Patrol r �r 1 1e f Y CAM 111-A STANDARD DRAWINGS k L 6 i i F t. + CITY OF RENTON ' DEPARTMENT OF PUBLIC WORKS I i .. '. . 24! k�. f .N VARIABLE 2:70 5'- 4 F✓� `cp Ir S= I. TO PJE �5/4",P DE1900AFD l5AR GALVAIJIZED SAFETY 5T1;P'5 02 EQUAL 1 2 5TIEF5 ARE TO 15E l J PLACE 6fftkf- MCI SECI•lOr lS fa A{E. IK15W.; En. 3. CA5TIKJG TO e>E OLYMPIC FOUNDRY NIH 3p Wrr, Mu W Qj/T OR EQUAL. SEE DETAIL 49Z G. MAIJUOLE GECTIOAIS 70 ff- OF RE 10=012CE0 PRECAST COMCRETE. a OPENING SUOULD BE ON WWNIeT-QEAM SIDE . M FsAITARY SHALLOW MANHOLE TYPEW Igo? �► + CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 24"1 6" FRAME 8 LOCKING LID OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL— -ADJUSTING RINGS OR BLOCKS AS REQUIRED t 4" TN t I 4"MIN./12"MA%.� I IIII PRECAST VALVE I CHAMBER CONE R.C.P. OR EOU0.L ADAPTOR COLLAR ;•,• . .' UdBER GASKET $"/12" PIPE .� aZ O -I- p' !!r '' ,, .,. .� .• n _ I" _tea—�� ' •`. �' �1°� E•! M L—POURED IN PLACE BASE r SANITARY EXTRA SHALLOW MH TYPE It " I9 /87 t► CITY OF RENTON _ DEPARTMENT OF PUBLIC WORKS M WE5 f'OTURU 5PL. I/z"XV'X�/S"UOW-5410 PA17F-Q I `< GORE -� CA5T INTEGRAL ON TOP �rO�Ar ' LE7TC2S 45 SPECIFIED UNDERSIDE BHOWIJ M2 CLAM F COVER (NON-Lo(:K1NG) FRAME (NON-LOGICING) N FOR ""-11 N.C.x 1 Va, R 3.9. SCC. NCI CAP saan-W(5 2F-Q'Q) Q T!P NGN-5vlo .Q PATTERN ih..NP � ouA I�/6 1vP A A+, 2'RAISED LETTERS / OA� AAS.REDID. I UKIMR51DE SUOWN FOR CLARRY la Com CT{P) OAl 23"BC. 1 MILL STAP `/8"-i I.N.C. I ve CORE (TIP.) ON n" B.C.(TYP 3 PL.) GOV (Loc'm G) FRAME (LOCKING) NON ATTUN O P)t, g3/� I 21 V, 24" SF �F. Zyx' iMr III'--- —"Ifl I 4° Mi_ I. StCTION A-A Ill �iYa" 23 3/a^ Y •FOR NON-LOC:IUNG U51- OLYMPIC FOUNDRY L SECTION A-A #MP50 OR taUAL. FOR LOCKING LID USE OLYMPIC FOUNDRY #M+4 30 D/T OQ ECQUAL. MANHOLE FRAME a COVER DATE 5✓86 SHEET 92 e . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS I � !y .� CA,3TING-OLYMPIC POR% # M.4 5o 0/TOR toLAL. 24" ADJU5TMEMT 44MIN. cv '•. CONE ' MOIZTA¢ JOIKT5 "MCI. FRECAS5' Sr-CrIOIJ STEP5-3/4°Df:F'Of1MM 5A;Z E : ti I t 40 to N1E��, t : c AMX.PIPE SIZE-2I" LD. f� LADDER-STD. .Al..UMINU M ORCaAL'✓LWIZED STEaL. . MOMR F1L.LeT— F F-CA-ZT 145E SECTIOtJ IQ R-ACF- (VON DATE I /B7 SANITARY MANHOLE TYPICAL DETAIL SHEET 95 r � CITY OF RENTON DEPARTMENT OF PUBLIC WORKS DUCTILE IRON PIPE pr TO UNDISTURBED SOIL DUCTILE IRON TEE /TRANSITION COUPLING MJxMJxMJ TO FIT x I/ SEWER LINE of �, PLUG, M.J. WITH GASKET, If BOTH CUT Ili HALF ��"� d: MANHOLE WALL. PEA GRAVEL BACKFILL SEE DETAIL s'95 4 M .b I III .u1 I I Ili DUCTILE IRON PIPE CLASS 50 CEMENT LINED, LENGTH TO FIT. 111 CONCRETE CASING o: I DUCTILE IRON 900 BEND MJxPE U'r CONCRETE BLOCKING CEM. CONC. CLASS B (1-1/2) 7'/�'. ,.'r•1.::'ty'O:u, .r ' r III ' IfN NOTE WF PIPING TO BE SAME SIZE AS INTERCEPTED SEWER. BACKFILL DROP PIPING WITH VA COMPACTED MATERIAL AS DIRECTED BY ENGINEER DATE DROP STRUCTURE SHEET 97 97 �► *_ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS i 4 ' LENGTH OF 6" PIP ( FT. ) 0 50 100 150 200 250 300 350 400 0 0 2) I 40 59 79 99 119 139 158 50 35 55 75 95 114 134 154 174 178 a 100 70 90 110 130 150 169 187 186 184 150 106 125 145 165 185 195 193 191 189 ate oc 200 141 161 180 200 202 199 197 195 193 LL c 250 176 196 214 209 2C5 202 200 198 196 300 L211 220 215 211 208 205 202 200 196 z 350 1 227 221 217 213 210 207 205 202 2011 400 227 222 218 214 211 2.9 206 204 2021 M LENGTH OF 6" PIPE (FT, ) t 0 50 100 150 200 250 300 350 400 1� 0 0 20 40 59 79 99 119 139 158 50 55 75 95 114 134 154 174 192 190 100 110 130 150 169 189 209 210 207 203 d 150 165 185 205 224 233 227 222 217 214 c 200 220 240 257 248 241 235 230 225 222 ~ 250 275 271 261 253 247 241 236 232 228 f � 300 283 273 264 257 251 246 241 237 233 �- 350 283 274 267 260 254 249 245 241 2'7 t z 400 283 275 1 269 263 257 252 248 244 1 241 PROCEDURE: A pressure of 3. 5 P.S. I. is attainec and left for the r required seconds from the proper Table. The maximum drop in pressure is 1 P.S.I. for the required time. DATE 1/87 AIR TEST TABLE ( LOW PRESSURE) SHEET S CITY OF RENTON DEPARTMENT OF PUBLIC WORKS e 2 !o' PyElAW � T r GRAD \ I I I k I i I 1, ► I PTO wee.TO CRAC7E ►• ?1>''X?A�CO. IIC. w---~ U56 5TAWD42D Co' r SUCK PVU2ED I I SEWER �� AROUWD (,QM- I I NEGTION 'TO MAIQ I Lowy Co' /b f5F-QD I I I I I '" •, . .� '. SEWER MAIM Ca L DATE 10/85 SIDE SEWER RISER DETAIL SHEET ;oo r e . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS i 4 R/W r I- ial MIN — , CAP EXIST. SIDE SEWER EXIST. SAN SEWER EXEXIST6"SEWER STUB (REMOVE) / (REMOVE TO Riwl 7 _ _ _73 6"X 4"REDUCER \ - r 6"WYE DR BEND AS AS REQUIREDIRED ^, PROPOSED 6"SEWER STUB MAIN RUN SIZE X 6'7EE I PROPOSEC SEWER MAIN F 6 I � I f TYPICAL STUB CONNECT%ON FOR SEWER REPLACEMENT t I N. S. DATE TYPICAL STUB CONNECTION SHEETIIIIpI CITY OF RENTON I _ DEPARTMENT OF PUBLIC WORI5 `� .tea-5MCM 5PACtD-5/4:' AS INDICATED- W+. I/0'' 00 O0O000 000 / gORDFR loll 21 5/e'' P1ee2 JONWT PACKit�tG 4" 4 ' I�" y81�ND • .: CAT MON PING AND COVER 1. PIPe M4MMAL AS SPECIflI=D. PLUG TC 6C nUM IrJ bAMF_ wwwrm AS MAIN 551tlZ JOINTS. �1 L by+,.... 6 �^ 8" CLEAN-OUT DATE SHEET 102 r KL 10' Nwf fYLI IS KfaILIY(D db a tlrt a .+iL re is' u•e TK is � L i1'MY>t fW,q M K[InYI� Y(LIwCT NI nf+ F I WWI WWI( WI1M11 IIIY11 I fALtl.mnlK W [(■ I �NIL'I't(\T1(K) fM NI ♦' "A'I LIFE 143 lll !TII(y i LlIMM11 1 1n11f41 Y T[M•PIA. f1L Ki(S !YO ) i"aY0 Y IfW'YO (W WOq WI A"eltY NI w•IWN VK Ntl Ia OT A IIITW ♦5'a•0: [nn blUM YILY i C WGt IYIN R 1' 1• Il Yff 1p a fYa V L "IlK {IKL! WWI AS 11 IllrM WE .114 ILIF )'-tl-uul4w 1 I v USE Ili YIIM rue IKI N InnuLl wV'a' tlYII[II ITrIfKI ;. III LIFE MY[m un tl `� rl xl rl =1 .{l TYPICAL BUILDING SEWER INSTALLATION PLAN mIL nI[ i"Son Im . + I i"fµK.(ONLIK IF TIE wuaK SA ISI1 LPL TY 1-1w IDYµ f011T { ICM'nY tlfYiOl p, Y(aRW Mlvl 'L aYltt fLI a I•fiµLlO[W4 TO 'LT. s I-EA ' fItMKIR L..G4a11[WLIW( Y.♦'li NI SIP OR[DEW T011f f wI.K[ N we I\Yti[D w ION I' i"IS AVEIIK fKf r0 rLYiL10 y ♦"IIIIMi fs �S YI V•VW rtsf i[1 F L I w0.LYiG[D 51. ♦' IPRLl PLAN K n h ..N uI11f[ll BUILDING DRAIN I PRIOR TO ITIiLIW a i SNIT.. I(NCONNECTICONNECTION,I ( l .S ISNLIK roof .L na SEW'At.,, FAST ofINpatD I.DA Iu C." • "e v'rIP{ FOR LOW HOUSES DI tlnp IIIILIC MAA IIIYIF•W1 w (AYII Al.SOIL o tlfla•nµ f..ItliM n u0.wall . I I [ tlin ] .i"fTII wn:Y O.ILIK 1 111 DI Iln LAW a re I.TTI"S TWif [ LIST,Ia fYIWI tl uD OI In Pqc 6 SEA.nll. %SUMS I+KL It Y1.0111 I1 TWI Of ..1 .1 a Iwllt Wn FEWIII D I0111 wILOIK SEMI IONLIAS. ELI a Kahn YSITT AS Vltlll.O 1. ! CI YWf[I. mi. Ntt. rO IUOt AS fNYI LL YqD p AIYR. •I•OrKIVI•. ( YWIKO R 6 I S ). • F I, IYWS a 10 (P'RI PT c 1NI a YVvu10 YITW IF I, IY M lvl YT.IF KY( Fo TWA II M.0 lY[D. TM YfI IVST"" A IYa YLIAS[ TD TN Cln YO T+[M(Y Ilalnv L IYitµl a IVl Al .IIYi OF 11. �lt{1. SIN A CALL 1JS-]UI 10 INpMVp MI.WILIIK HFAA I$nK• jam- 1 I11I 4l.IL 11 1A"tLTIp w0 TISIIK. k.101K"a, SAID I. ttVn A i {' IIIIYG TD{'-o' SALE. II Ifs"O WE. CITY S.It IIIt.Tl., MA TW( 'WAIT AW Is YTwO IIAIt.TT 0IN AT IWI MWfI. DO Al YQIILL TIE WICK AITIL AIWI It 4.11.61 TM IKPI(TOO II.AL Yl.pit +11L It (W110 Ant. = I I ME (LIfTIK f[ITIt TASK WAS a[.YAAP W1 YD r)LLrD WIT" L. W. (W SIp p11LO 'It ASTKL 11111 StW%W'W I♦ I nnT COVE. II' CDv[. Is I sit WE { 110A.AT TIE WWII 11 W1111 • NµIW tLLAA, SEW.YI• I. IF SIDE 11M• $y AM AVAIWLL "Al OAO SYLL Il YSEFOW Iwl IK If1 INITIAL 1p 1Ml 11a SCMI SIALI If A nW1"N DI I 4W IY IIII IF Fit It Kf Y.ILIII[. T+l Y1I )IM.11.1 Y11 a 10110 MW A(AST I.p SADDLE ALL MY.11+u 4FEE .I DW' a'.1 1104E Of WAf n A 011n(o YO Iwae tOWFU m PLAN 1. w-L AREA f1WL II KIarIISKD 1.KtOWI1 .11.In aS+1KTIA 1ANTTWIµ tYtIT re KAL1W AV I.".) BUILDING SEWER ALL IAII.IKAFLL SF ILRDIDE S, F owns w ILL INSTALLATION 1ua¢+wl.a.A, tPA.L caws* Y va Ywut CIUTWiO ITCA CALL FOR LOCATIONS BEFORF. YOU DIG M11R LOCATOIES I-800'.24-5555 SEWER STANDARD DETAIL CITY OF RENTON NOT TO SCALE DEPAPTMENT OF PUBLIC WORKS SEPTEMBER.464 p i I u. USSE mi.w rA.I.n u. MIIu1SS aE1\E _ v * i 4 91 VITA{"SI..'rlfT ]'YN aM t"PAT INNER.In run t%t: M.i 11 In Y]tl(1[Il M t�. 9,AC fl ""t .1TY)•'x14 nKll I'* LIRIb. if SIDE SEWER AND MJILDIND SEWER IN h PLAN / w.uIWEE Nu11AN SELLS wut'slrrlu CAN.rlr1 s u..axul 1 J'S xl] / / n. ." Ir M M IYn 1 uuM f' ]MA a rKrlm 11.1 M).S' M"TIl) Ir rin lM..T..111I IM.fT x\N[Il[rn l., .IYIO)f W] y IIn11Y1 { ]IN MUST WE W.NI. W.I.InY t: CC .CRETE !LOCKING V ur will 1! A!-,wE OF TEE AT MAIN OVER 25' unnR snu —r,t...ts,nl *a Y .swuc ELEVATION e VNIM mxurnt ..MDv M vn L ON IS,) ust 'm tW t s"Immo o MESS]MI.-a SrY.uss STEEL SER+ .AS VISAIlanls W SIw urn TA C.E.E ]] M.\(p pie,hY"\.[IW0Kl0 COII y EOIR$&CC[0 K NEVER MEMO EI.TO\E ]s• •� �JEE]L _ — [w TYPICAL SIDE SEWER ELEVATION ADE SEWER INSTALLATION CALL FOO LOCATIONS \C]O\E TOO 016 4" LOCATIONS I-\O0I 6 SEINER STANDARD DETAIL CITY OF RENTON 6 ( «or TO SCALE DEPARTMENT OF PUBLIC WORKS a^Erw Iw WI II,nt WI TO wltrorl.M u ER RY Lly CLIM IRrtK nR n 144 To cep\tow TO SIT 1Y LphIK TO eSOM lj Itl/M. C 10.11 t0 M ,,,1 up\LIFE / em to IA wr—�. WT, lHp I Rpwp rrMµ[wL "j- ' •r aaR1 W L Ytallq Cpppll NnIY Irr RR Arweae,nmlp ru writ 1. 1p ull, MM5 M[ ILK M CY M to Mo.nR 4Lm0 we MYOLI91 j 14INCREASED FIT 91 RT. IS MITI\ /C1fi 1\q RR [W1 lt. M M MK TO Ip AS IN 'In ON, I. MET I IF NI.• CLASS 0. NASA RR TN CM, SNAIL' LURE. ...6"TO RT. LK 1. fWM1 slp a,la0 A,IRS TM, e,l,MO nMR ai 1e,W MK AT S- O.C. 4I II ART I F C 14 OF OU,WQ9O M. CLEANOUT PLAN NAGMEATIft A IYCaT[ MKR1K DROP STRUCTURE wit IeM.TO will {-.IM - Ir-W. lemon ,.OMas K.H 'K w I a rw•mr LIRnw N.C.M mcm, St'IMpplt RIK A,I top\ tOMCMI.t ro MIY.ns. A'MR, WWI RIMS win /SO[ raw Ant. T w INS.In eeam TO 14L. MLIARIIn Ce\IOMIM TO N I KTN1 lTl1 L rU1tCr W fSE 1 IHIN RTII• 11M. B� IM" IKIK plwp CAW nlx K - II-1 aawlM,KRdtE KIrIRL W T.21- 1 .. aMRe KA.YIY 1H i,nn lY[Sr. ti 2' Y I•ff IR MRxs CIA: A SALLI M ctmao °R5m Y N mm.not,SlRpl ar oalthea lKw femmino ll CAR W. IIB,R InIL Yw ITSAFETY S`-P LADDER nl fa 1.0 BARREL SHORT MANHOLE LESS THAN 4'-0" DEEP MMM .0nfI. 1.WANEMe WAS. MRMLt"IpIM.I.ANA t'w WIINI It •IOrI nufMe NAw. IF Y 1 nlrrM aR.KI. rate W., Cm.NTSt MeR I.a,al.lnl,t Vn Ir f L°I.LnR 10"it I.... w.10a• P WRI. I,. RII I. 'It NM NO tEpA TO OR 2."CLLY W..%. 1t TO ppelL I , t0. MI m?.1%fp,° CAI Sa[R r,YJ vt'01AwT1.1'IT xus It ORDINARY PIPE BEDDING Re.tNn.. CUM.Sx•LI Mit .OASIM. -MARA I DR A^ CAPE "ne SMeTx IHIN AM WIIM, "A., A vILL1.'m WNY WI.. W eptla rRE IOC ACT N' .IIKOI[ 'IRA W tm. MY.at LOCATED VITKa[A TUT WILL ANIE W, HI now Kns eBR (lKanO Ue) .1M LN PASS,[BW To MJKTw.t.IKI.11. ax 1110u1 j µTAR roI.M+M. 4,11 p-l. CYtan !• ILNMLI 51RY is M' NSIµ OtWill.T MLL ,A. ••+I ,_MOOIK aWtl. T lINIIM Nlp N MUST TKCYIas, ro MurawOat uw,roI TMwKM)r'. J. a4.�1-✓ wane �l RIMS TMEW RIMS ryn fV' IH OR ,1RtT1.M , MOLL a SNt .5 IN M W+.n,i.00p R RNY N' I. O. R Lt Yo1N.nC[n TK MLL IMICNtft MI f•RT fnr IHl4l 4nI SILL Y S-1/2',T5 KCY "n SMR RICO +HOw t<0 MO L•MII MAIL 16". MAt.I S LI IAL MH.M LISP Tw 0.12 !°r .1,� 4• 11 mo Y Wpl. Mp INLAft IttlRnq Sew SMR9 Kx RR LIMO Rn UaIRIN1YT14 RI- Ie aWlaO Lt'TO IV WERE."Slllt W. L" ^ CRSl Mm YS SwI 41 STIR MI CypR TO REST 1-474. Ilw ,CRITICAL" - Iat•ST MITI, L`MIN.CRY PIPE BEDDING M0 ALL AT TO L EASE MRSOU JOI.n ISO CYr'K,WAREWW\ ,S f11"T NWT BITIK"TA 1-SW mur1C•TI,S. FOR 6-AND LARGER PIPES rNCNT ARM S. 4t„IS FOR wall MM MEET RICO WALL of at+1, f`I Y .1.1. MKaO Oil AT Tq IIw N CMIIM fam,f -- ARIHII COMiI I j ,LISS To ORALS Ma+0 AT CORE MILLED. - tdtL(-1 [qyl TO JMS- 11t51\ll f14 IDYL S� TO aM-,3UL SONIA wnl Ll fxMIA 1. ALL 1.11 TIIwMY MMpLt KIL SILL MCI NK..AAA WAIT wtt.M ASCII t'IR$1101.0114101. [OAST", toolln IN A MFOI[ CMrLIM SOCIAL TO JOp ILLf. t .CIRx.fl O SKI, R..IIILI 'MLS " Sl "M-MILLIp W to""' .)/ N nll0M SAN TL VICE MAL JOIN TO MbY-fOl CAN It tpITg4O IOKWti, GMpI ). NIIWI CpL\14 XIVI,A. M tV^tllp IT Tw IKL,IK ElISEII CA SAID W O.CTS STANDARD MANHOLE ""`IT CARE III CONCRETE ENCASEMENT II. Cm.Itl AIR, u1 i+ I MINIMUM 4'-0" DEEP NOT, t,tanf NIOMI, PIPE BEDDING CLASSES CALL FOR LOCATION: BEFORE IOU 010 NM LOCATORS btu0 .2e-,BBS 6 SEWER STANDARD DETAIL CITY OF RENTON NOT TO BCALE DEPARTMENT OF PUBLIC WORKS SEPTEMCER,1964 . CITY OF RENTON DEPARTMENT OF PUBLIC WORKS i Final Joint must be saw-cut Saw-Cut or line drill 2" min. Asphalt Existing Asphalt underlying concrete Concrete Concrete--� - r-r::'., 4. i Existing—�� 6„ _�•••o:, .� %•4 ,�1e min. Cement Concrete Cement Concrete !s 6" min. Crushed Surfacing Conc. shall be Cl , A (3/4) - Top Course Portland Cem. Conc. Con- Compacted Crushed Rock forming to Sect. 6-02.3. Backfill EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE Final Joint ,—A sphalt Concrete (3" min. ) must be saw-cut replacement patch to be 1" thicker than previously existed. i Existing Asphal t 6" Min. Crushed Surfacing LConcrete Top Course -Compacted Crushed Rock it I Backfill . EXISTING ASPHALT CONCRETE OVER PkEPARED GRADE ! Final Joint must Cement Concrete (8" Min. ) Replace- be saw-cut ( ment patch to be 1" thicker than previously existed. I Existing Cement 6. Concrete Pavement 6" Min. Crushed Surfacing Top Course i Compacted Crushed Rock Conc. shall be Cl . A (3/4) - Backfill a Portland Lem. Conc. Conforming to Sect. 6-02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE a — 6 1 . See Sections 7-18 and 2-09 for Patching and Backfilling Specifications. 2. All trenches in roadway areas shall be backfilled and patched with temporary asphalt at the end of each work day, unless permission is granted Ir 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. F. Comnacted Gravel Backfill Class "B" may be used upon approval of the Engineer on trenches over 200 feet in lenoth. PAVEMENT PATCHING DETAILS DATE 1 /87 w SHEET 35 Irk Km OWN No ow aLNERAL NOTEa 11 ��I END G20-2 FLOOD LIGHTS SHOULD BE PROVIDED TO R l-ONSTRUCTgN MARK FLAGGER STATIONS AT NIGHT AS NEEDED. CP IF ENTIRE WORK AREA IS VISIBLE FROM ONE STATION, ONE FLAGGER MAY BE USED, STEADY BURNING WARNING LIGHTS (TYPE C, MUTCDI SHOULD BE USED TO 'MARK CHANNEL-(ZING DEVISES AT NIGHT ASNLEDED. ti asp CHANNELIZING DEVISES ARE TO BE EKTENP Y ED 7O WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC. SIGNS SHOWN FOR ONE DIRECTION ONLY. .4* ! • ALL DISTANCES BETWEEN SIGNS TO BE ;. !� w20-7o • • o \yp /W20-7ap FLAGGER AHEAD ANE AD �\\ E LANE N W20-4620 R ROAD AHEAD tiT� ROAD CONSTRUCTION W2L-1 AHEAD LEGEND t a a a CHANNELIZING OEWCES YY FLAGGER a TYPICAL APPLICATION OF TRAFFIC CON-ROL DEVICES ON A TWO-LANE TRAFFIC CONTROL PLAN HIGHWAY WHERE ONE LANE 15 CLOSED AND FLAGGING IS PROVIDED I itYil GENERAL NOTES v ROAD V2 TLE DN$TRl1CT p- ( I MINIYUY TAPER LENOSpeed 1 UI IN FEET HEAD 1000 Poised Speed l45 75 SO 35 EO •5 SO S5 10 105 150 1205127014501500156D w20-Sll) LEFT LAN IUW I CONSTRUCTI G20 2 N 115 165 225 293 �9 SSO SO.-5 CLOSED EAD 5 Q I � 12 l23 IRO 2.5]20 SI 60 660 Yea-5t.1 O L O I The Inaelmum Spacing beMun CIIII-Mllcing de- EFT LAN _le CLOSED O rich In a d pe,limit, , In. be n.#%s paunt In - O to INS SDasd Ilm'n; iha madmvm Spacing be- 0 0 I.e•n channehsing device. ue•d la .spar ElS 0 l Ironic should be 2 times the eased limll. W42(R) 0 AEA p).' / WIS., Pavement markings na 10n9e• apDlicabls .Mch ! might create conbdon in tha I .ds of VehicleH.H.M. operator, Shall be.removed or nlOueted as O O Soon as procllcable. Temporal) .nr Ylsg3 shall O O L be used as necesSar Y. Ce e01 W-2(L) Stead burning warnlny IIpMs(T)De L, HVrf D) r should be used to resrh ChannStlsiag de. 2L of night as needed. W20.5ga) fla Sn:ng wrning IIDMs and/a Ilage mo) ha u IGIIT L and to call attention to IM sari) warning Signs. to everess CLOSED S; ne wh3(L),Wa z(R;, END v w•2(L) Eno w13-I G20-2 +STRUC � O L �� Nor,"Block on Oronge"on PSOE elfin plan mglS. v I I Whets aOvlso,y Speed are more than 30m9h, S reverse curve signs(WI E1 should be used. 1T I W20-S(R I CLOSED ) 4u diNanae belwun elgm to bet. Ar1EAD FLEGEND a Cnonm141ng ds+ICO I ( ROAD 0 Seauent101 orrnw elfin W20 STRUCTI TRA IC CONTROL PLAN Ir1 L AHEAD TYPICAL APPLICATION-FOUR-LANE UNDIVIDED ROADWAY, WHERE HALF THE ROADWAY IS CLOSED. I♦ I♦ Ian IIA� N..+r ►.L» bom "M r.a b. r..i* riiiiiiiu, s1 low omb boom 1..n TYP. SIGNS ¢ BARRICADES USED IN ROADWAY CONSTRUCTION AREAS )ROAD ROAD CLOSED ROAD CLOSED "EROA AHEAD TO LOSED IOCALTIIAFFIC 0 THRU TRAFFIC 48*X30' 60'XW 60'% 30,BL.K.ON SILVER(REFL.) BLK.ON SILVER(REFL) BLK.ON SILVER (REFL.) ROAD pROAD CONSTRUCTIO CLCSED _ AHEAD AHEAD AHEAD TYPE III BARRICADE TYPE III BARRICADE ORANGE ON SILVER (REFL) 4SwX480 4BOX480 48OX46* BLK. ON ORANGE(REFL) BLK.ON ORANGE BILK. CN ORANGE 177 (REFL.) (REFL.) OEA � 4B'X24' 48OX24' 48*X48m ULK.ON ORANGE BILK. ON ORANGE ;;; - BLK.ON ORANGE (REFL.) (REFL.) ,I TYPE I BARRICADE (REFL.) ORANGE ON SILVER TYPE 11 BARRICADE (REFL.) ORANGE ON SILVER (REFL) END DETOUR x x ROAD 'ONSTRUC?ION ^ ^ CONSTRUCTIO M.P.H. AHEAD 80'%24' 48*X 18' BLK. ON ORANGE BLK. ON ORANGE 240%24' (REFL.) (REFL.) BILK.ON ORANGE Nd (REFL) 2.4DETOUR M.P.Ii. VERTICAL PA`!EL PORTABLE 48OX 18" 30•X 360 ORANGE ON SILVER ;Be TRAFFIC DELINEATOR BLK.JN ORANGE BLK.ON ORANGE (REFL.) CONE (gEFL.) (REFL.) ORANGE. ORANGE ii IV �11 1 ter.. FINDING OF FILE FILE TITLE D /fl�l J�t6 row —.Mona 0 5 A00� m . � c7o 11C C uu rJe Sah SEWGP to eoPOSGI � S f�CG i �:coe, tit 4on �'