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HomeMy WebLinkAboutSWP271853 (2)Contract No. CAG 1)41 - 82 Mr A I rd !_ J BID PROPOSAL & SPECIFICATIONS FOR MAY CREEK/CANYON OAKS STORM DRAIN CITY OF RENTON PUBLIC WORKS DEPARTMENT NUMCIPAL MUDING, 200 MU AOE. S. itEMN, RASH. 88M 0 (206) 296-WS1 1 s' R. W. SCOTT CONSTRUCTION CO. General Contractors — 223-01-RW-SC-OC-229-MU &.11,D7O1_11 June 29, 1989 City of Renton 200 Mill Avenue South Renton, WA 98055 Attn: David M. Christensen Project Engineer Dear Mr. Christensen: RENTON, WASHINGTON 98055 PHONE 226-4452 C�!V 17 d Per your letter of June 21, 1989, I have listed the information you requested to enable preparation of the contract documents: 1. Responsible Officer - Ronald W. Scott 15219 SE 251st Kent, WA 98042 HM - 631-1994 WK - 226-4452 Job Foreman - Thomas W. Kivley 23119 178th Ave. SE Kent, WA 98042 HM - 631-1999 WK - 226-4452 Bonding Agent - St. Paul Fire & Marine Ins. Co. 385 Washington St. St. Paul, Minn. 6.* 660K - 1AP :7-7844v I have enclosed copies of our Annual Shareholders and Directors notes which have signatures of Ronald W. Scott, President and Linda Graber, Secretary. Also enclosed are copies of our City of Renton Business License and our Current Contractors License. Our affirmative action plan is currently on record with the City of Renton. If you have any questions, please contact our office. Sincerely, Terri Scott Assistant Secretary �_ I . I L1 ANNUAL COMBINED MEETING SHAREHOLDERS AND DIRECTORS OF R.W. SCOTT CONSTRUCTION CO. July 15, 1988 Pursuant to the Bylaws, the Annual Combined Meeting of the Shareholders and Directors of the corporation was held at the office of the Company on the date noted. A majority of the stockholders were present in person or by proxy; a majority of directors were present. SHAREHOLDERS' MEETING Ronald W. Scott acted as Chairman; and Linda Graber acted as Secretary. A review of all of the minutes of directors' meetings occurring during the most recent fiscal year of the corpora- tion was made. A review of the corporate activities of the preceding year was made by the Chairman. Financial details were given as set forth on the books of the corporation. A financial statement was submitted. After discussion of the corporate activities, upon motion duly made, seconded and passed,. the following resolution was adopted: RESOLVED that the acts of the directors and officers of this corporation for the preceding year are hereby ratified and approved. e8we2290 1 The next order of business was the election of directors. The Chairman advised that two directors were to ' be elected. Nominations were called for and their being two ' nominations, the Chair declared the following named individuals were unanimously elected to the Board of ' Directors to serve for the ensuing year, or until their successors are elected: ' Ronald W. Scott Annette L. Scott ' There being no further business to come before the meeting, the Chair declared the Shareholders' meeting adjourned. a Linda Graber, Secretary ' Attest: C • lr- L Ro ald W. Scott, Rres den ' BOARD OF DIRECTORS' MEETING ' Upon the adjournment of the Shareholders' meeting, the Board of Directors; meeting was called to order. Ronald W. ' Scott acted as Chairman and Linda Graber acted as Secretary. The first order of business was a presentation of a ' financial and operations report from the President. The ' President stated that the company had a successful year. Ie8ue2290 2 I I I I I I I I I I I I I I I ♦AEGISTERED AS ,..'PROVIDED BYLAW AS A. REGISVIATIO WTION DATE ISSUED BY.DEPARTMENT OF MeR-AMINDUSTRIES I Licensee has made application fora City of Renton Business liness Regulations ChapWl, Code of f wwW ordinances uirements of sald ordinance. Licenses shall iurftr c oniply W Regulations applicable tii ti>e buslriesstlVtfy ticensedhe zo6u I L.UI�1 . iY 840 CARR.' RENTONlNAl I CITY OF RENTON May Creek/Canyon Oaks Storm Drain INDEX Summary of Fair Practices/Affirmative Action Program, City of Renton Scope of Work Vicinity Map Instructions to bidder Call for Bids *Certification by Proposed Contractor/Subcontractor/Supplier/ref. EEO *Certification of EEO Report *Minority and Womens Business Enterprise Participation *Certification of Bidder's Affirmative Action Plan *Combined Affidavit *and Certification Form: Non —Collusion Antitrust Claims Minimum Wage Form *Bid Bond Form *Proposal *Schedule of Prices Bond to the City of Renton Contract Agreement EEO Compliance Report Sample Form and Instructions Hourly Minimum Wage Rates Environmental Regulation Listing Supplemental Provisions Special Provisions Standard Drawings Documents marked * above must be executed by the Contractor, President and Vice —President or Secretary if corporation by—laws permit. All pages must be signed. In the event another person has been duly authorized to execute contracts, a copy of the corporation minutes establishing this authority must be attached to the bid document. CITY OF RENTON Public Works Dept. Renton Washington 98055 EXHIBIT "A" CITY OF RENTON U SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 2340 The policy of the City of Renton is to promote and afford equal treatment and service to all citizens and to assure equal employ- ment opportunity to all persons regardless of race; creed; color; ethnicity; national origin; sex; the presence of a non-job-reZated physical, sensory, or mental handicap; age; or marital status. This policy shall be based on the principles of equal employment opportunity and affirmative action guidelines as set forth in federal, state and local lams. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - All activities relating to employ- ment such as recruitment, selection, promotion, termination and training shall be conducted in a non-discriminatory manner. Personnel decisions will be based on individual performance, staffing requirements, and in accordance with governing Civil Service Laws and the agreement between the City of Renton and the Washington State Council of County and City Employees. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) AFFIRMATIVE ACTION PROGRAM - The City of Renton Affirmative Action Program will be maintained to facilitate equitable representation within the City workforce and to assure equal employment opportunity to all. It shall be the responsibility and duty of all City officials and employees to carry out the policies, guidelines and corrective measures as set forth by this program. Corrective employment programs may be established by the Mayor on the recommendation of an Affirmative Action Committee for those departments in which a protected class of employees is under -represented. (4) CONTRACTORS' OBLIGATION - Contractors, subcontractors and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non - Discrimination policies set forth by law and in the Affirmative Action Program. Copies of this policy shall be distributed to all City employees, shalt appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate City facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 2nd CITY OF RENTON: day of June 1980. W.hWcJ ..�. • S�IJOG� Mayor Attest: RENTON CITY COUNCIL: vI Council President Issued: July 10, 1972 Revised: February 9, 1976 Revised: June 2, 1980 CITY OF RENTON May Creek/Canyon Oaks Storm Drain 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 specifications; to include, but not be limited to: Installation of storm drainage pipe, concrete catch basin, energy dissipater, pipe anchors, rock - lined channel, and complete restoration of all surfaces to pre -project conditions. All work -shall be as set forth in the design drawings and specifications. Any contractor connected with this project shall comply with all Federal, State, County, and City Codes and regulations applicable to such work and preform the work in accordance with the plans and specifications of this contract document. rJr w Yv '� a Nam aee ems.. a � Onoso m� eeee!ee�eeeeeeeem�e� � ®n- 11111lI!1111111111111. •� m mmm© d IIIIIIIIIIIIIIIIIIIIIIIi� � �� Ir-IIIn111.A11�1� 1� 11� J !I ®111111111111111[l11� �� !T ®IlalQilihllIDIOM11� IIIIII�IIIIIIIIInIG � I 11111l.. Iuu111111! � � � � , 11111 IIIIIIIIilllli � � 1111®11111110111 11� � � �� 11111�l111111111111! 1111111111111111111� 1 =r � 111111l�11111 111 ' � ' 1/1111111 11111111 . �® ♦ . � ♦. ^" 1111!_l1111111 1 11!. •• ��� 'I111� 11111111111111� ®� . g;� . �, IIlillitlll Il�lnlll� ' ©mill q®�11��� iD��s� ��'� s■■ ' '. off■ pry ones eases e�� r� © rum 1° • no eo � � � � • ssaa � � ■ _ oo as arm �►© ��aa� mon . e Nam nTv � , � ■d ci�d� �� � � �,�: ®vile ®o .WA _ o ►.. " M :II INSTRUCTIONS TO BIDDERS 1 1. Sealed bids for this proposal will be received by the City of Renton at the office of the Renton City Clerk, Renton City Hall, 2:30.o'clock until p.m., on the date specified in the Call for Bids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award made as early as practicable. No 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 invalidate the bid. 6. The right is reserved to reject any and/or all bids and to waive inform- alities if it is deemed advantageous to the City to do so. 7. A certified check or satisfactory bid bond made payable without reservation to the Director of Finance of the City of Renton in an amount not less than 5% of the total amount of the bid shall accompany each bid proposal. Checks will be returned to unsuccessful bidders immediately following the decision as to award of contract. The check of the successful bidder will be returned provided he enters into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ten days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the check shall be forfeited to the City of Renton as liquidated damage for such failure. 8. All bids must be self-explanatory. No opportunity will be offered for oral ' explanation except as the City may request further information on particular points. 9. The bidder shall, upon request, furnish information to the City as to his financial and practical ability to satisfactorily perform the work. ' 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 1 I 1 CITY OF RENTON May Creek/Canyon Oaks Storm Drain CALL FOR BIDS Sealed bids will be received until 2: 30 p.m. , June 15, 1989 at the City Clerk's office and will be opened and publicly read in the 4th floor conference room, Renton Municipal Building, 200 Mill Avenue South. The work to be performed within 30 working days from the date of commencement under this contract shall include, but not be limited to: Installation of storm drainage pipe, concrete catch basin, energy dissipater, pipe anchors, rock -lined channel, and complete restoration of all surfaces to pre -project - conditions. The City reserves the right to reject any and/or all bids and to waive.any and/or all informalities. Approved plans and specifications and form of contract documents may be obtained in the Public Works Department at the Renton Municipal Building, for a non-refundable fee of $25.00 each'set plus $5.00 to cover postage, if mailed. The mailing charge will not be refunded. A certified check or bid bond in the amount of five percent (5%) of the total amount of each bid must accompany each bid. The City's Fair Practices and Non-Discriminat' n Policies shall apply. / Published: Valley Daily News: Daily Journal of Commerce: DQ June 1 and June 8, 1989 June 1 and June 8, 1989 f'iAJAA�_-U PJREC raft CERTIFICATION BY PROPOSED CONTRACTOR, SUBCONTRACTOR AND SUPPLIER REGARDING EQUAL EMPLOYMENT OPPORTUNITY or TNRTRT1r`TT(1NC Project Name 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 instructions. The City has heretofore adopted Resolution 2340 under date of June 2, 1980, amending a "Fair Practices Policy," as implemented by an "Affirmative Action Program" therein amending the policy of the City of Renton to promote and afford equal treatment and service to all citizens and to assure equal employment opportunity based on ability and fitness to all persons regardless of race; creed; color; ethnicity, national origin; sex; the presence of a non -job -related physical, sensory or mental handicap; aae or marital status. This policy shall likewise apply to all contractors, subcontractors and suppliers conducting business with the City of Renton who in turn shall affirm and subscribe to said practices and policies. The aforementioned provisions shall not apply to contracts or subcontracts for standard commercial suppliers or raw materials or firms or organizations with less than eight employees or contracts of less than $10,000 business per annum with the City. When the Contractor/Subcontractor/Supplier (hereinafter referred to as the Contractor) is required by the City of Renton to submit an Affirmative Action Plan, the minimum acceptable precentage of minority employment will be that percentage which is currently listed in "Appendix I" (City of Renton Goals and Timetables) in the published City of Renton Affirmative Action Program, i.e.�9.1%. This Procram is available for review at the Municipal Building. The undersigned contractor therefore covenants, stipulates and agrees that during the performance of this contract he will not discriminate against any person in,hiring, promoting, discharging, compen- sating or any other term or condition of employment, by reason of such person's status, reference the (11) categories listed in para. 2 above. Contractor further agrees that he will take affirmative and continuous action to insure full compliance with such policy and program in all respects; it being strictly understood 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 any and all - information and reports required by the City to determine whether full compliance has been made by the 'contractor with said policy and program and contractor will permit access to his books, records and accounts by the City for the purpose of investigation to ascertain such compliance. Contractor further acknowledges that he has received a true and complete copy of the City's "Fair Practices Policy." Contract Identification Number r CERTIFICATION BY: COb7RACTPR --✓7-,orr SUBCONTRACTOR or SUPPLIER NAME: A, /,6kiL o /! % / 1%y"Z'r L 6 — ADDRESS: REPRESEN TITLE: ��_.��.� PHONE: 7l�C��S�r r v= ' 1. Contractor/Subcontractor/Supplier has p icipated in a previous contract or subcontract subject to the Equal Opportunity Clause: '� Yes No 2. Comp ante reports were required to be filed in connection with such contract or subcontract: _� No 3. Contractor/Subcontrac or/Supplier'has filed all.compliance reports due under applicable instructions: L�l Yes No ' 4. If answer to item 3 is "No", please explain in detail on reverse side of this certification. CERTIFICATION: info =nation above is true and complete to the best of my knowledge and belief. Oc0/Q %q1;J" ' Name a d Title o Signer (please type or print) rlk� /S_ / l ' natur , Date L Reviewed by City Authority:- Date: 1 1 CERTIFICATION OF EQUAL EMPLOYMENT OPPORTUNITY REPORT Certification with regard to the Performance of Previous Contracts or Sub- contracts subject to the Equal Opportunity Clause and the filing of Required Reports. The bidder r/ , proposed subcontractor hereby certifies that he has has not participated in a previous contract or subcontract subject to the equal opportunity clause, asequired 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 requirements. Date: Note: Thdy above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor (41 CFR 60-1.7 (b) (1), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the -equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1) is the only report required by the Executive Orders or their implementing regulations. Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (i) prevents the award o£ contractsandsubcontracts unless such contractor submits a report covering the deliquent period or such other period specified by the Federal Highways Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. ° 11 Rev. 2/88 PUBLIC WORK OR IMPROVEMENT PARTICIPATION CERTIFICATION: REF. RCW 35.22.650 11 1 1 CONTRACTS EXCEEDING $35 000 (multi —craft or trade)• 20,000 Single craft or trade OR 100 of Cit 's Construction Budget .MINORITY BUSINESS ENTERPRISES (MBE) and WOMEN'S MINORITY BUSINESS ENTERPRISES (WMBE) (BUSINESSES OWNED AND OPERATED BY WOMEN) Contractor agrees that he shall actively solicit the employment of minority group members. Contractor further agrees that he shall actively solicit bids for the subcontracting of goods or services from qualified minority businesses. Contractor shall furnish evidence of his compliance with these requirements of minority employment and solicitation. Contractor further agrees to consider the grant of subcontractors to said minority bidders on the basis of substantially equal proposals in the light most favorable to said minority businesses. The contractor shall be required to submit evidence of compliance with this section as part of the bid. As used in this section, the term "minority business" means a business at least fifty—one percent of which is owned by minority group members. Minority group members include,,but are not limited to blacks, women, native Americans, Orientals, Eskimos, Aleuts and Spanish Americans. The City will consider sworn affidavits presented by subcontractors in advance of contract award as one means of establishing minority status in accordance with criteria cited above. To be eligible for award of this contract, the bidder must execute and submit', as a part of the bid, the following certification which will be deemed a part of the resulting contract. A bidder's failure to submit this certification or submission of a false certification shall render -his bid nonrespons-ive. MINORITY BUSINESS ENTERPRISE CERTIFICATION Certifies that: ame or uiaaer (a) it (sWrds) (does not) intend to sublet a portion of the contract work and (has) (hac—rrlt) taken affirmative action to seek out and consider minority business enterprises as potential subcontractors. (b) the contacts made with potential minority business enterprise subcontractors and the results thereof are listed below. Indicate whether MBE or WMBE and identify minority group. (If necessary, use additional sheet). MBE Min. Gr. WMBE Name of firm, Bid Item, Results.of Contacts 2. 3. 4. 5. Mr./Ms. has been designed as the liaison officer for the administration of the minority business enterprise program for this firm. 'i CERTIFICATION OF BIDDERS AFFIRMATIVE ACTION PLAN ' Bidder is to bid.package, indicate by check -mark which of the following statements pertains to this and is to sign the certification for that specific statement: ' a) It is hereby certified that the bidder is exempt from the City's Affirmative Action Plan requirements because: "Average annual employment level is less than eight permanent employees, and the total contract amount with the City during the current year is less than $10,000." Company Date ' BY: Title OR b) It is hereby certified that an approved Affirmative Action Plan is on file with the City of Renton, and that said Plan specifies goals and timetes whi h are valid for the current'calendar year. C m any D e ' r 7 BY:r' Title OR c) I.t -is--hereby certified that. an__Affi.rmative_ Action_ Plan is supplied with this Bid Package. Said Plan will be subject to review and approval by the City as a prerequisite to the contract award, and it includes: 1) Present utilization of minorities and females by job classification, 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action Steps directed at increasing Minority and Female Utilization. ' Company BY: Title Date ' OR d) It is hereby certified that an Affirmative Action to'the City of Renton within five (S) working days Plan will be supplied of receipt of notification of low -bidder status. Said Plan will be subject to review 'and approval by the City as a prerequisite to the contract award, and it will include: 1) Present utilization of Minorities and Females by Job Classification, ' 2) Goals and Timetables of Minority and Female Utilization, and 3) Specific Affirmative Action steps directed at increasing Minority. and Female Utilization. Company Date ' BY: Title City of Ronton ' Combined Affidavit6 Cori-if[cationForm: Non-Collusion,Anti-Trust, and Minimum Wage (Non -Fedora) Aid) ' NON -COLLUSION AFFIDAVIT Being duly sworn, deposes and says, that he Is the identical person who submitted ' the foregoing proposal or bid, and that such bid is genuine and not sham or col- lusive or made in the interest or on behalf of any person not tivoroin named, and further, that the doponent 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 refrain from bidding. and that deponent has not in any manner sought by collusion to secure to himself or to any other person any advantage over other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER ' 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 date of the bid, quotation, or other event establishing the price under this order or contract. In addition, vendor warrants and represents that each of his suppliers and subcontractors shall assign any and all such claims to purchaser. subject to the aforementioned exception. r,Tri; MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having been duly sworn, deposed, say and certify that in connection with the performance of the work of this project. I will pay each classification of laborer. workman, or mechanic employed in the performance of such work; not less than iho prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract; that I have read the above and foregoing statement and certificate, know the contents thereof and the substance as set forth therein is true to my knowledge and belief. FOR: NON COLLUSION AFFIDAVIT. ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT / 1 -Name of Project G' GEC-/� Cam' /� C.�ir,Y.0 s ignaturo of Authori I Subscribed end sworn to b o me on this Iga- ve Res I_Q ng r ���' ST. PAllL FIRE AND MATT INSURANCE COMPS_ �f N&Ublldy St. Paul, Minnesota Ir>surance A Capital Stock Company 1 BID BOND ' Approved by The American Institute of Architects, A. I. A. Document A 310 Feb. 1970 Edition ' KNOW ALL MEN BY THESE PRESENTS, that we ' R. W. SCOTT CONSTRUCTION, INC. as Principal, hereinafter called the Principal, and the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a corporation duly organized under the laws of'the State of Minnesota as Surety, hereinafter called the Surety, are held and firmly bound unto CITY OF RENTON as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF THE TOTAL AMOUNT BID ----------------------------------------- Dollars '($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. ' WHEREAS, the Principal has submitted a bid for MAY CREEK/CANYON OAKS STORM DRAIN ' NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance, with. the terms of such bid, and give such bond or bonds .as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid_ and such larger amount for which the Obligee may 'in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15TH day of GGv� v _ (Witness) (Witness) 13250 Rev. 5-79 Printed In U.S.A. DUNE A. D. 19 89 , (Seal) (Principal) (Title) St. Paul Fire and Marine Insurance Company (Seal) ( rety) By (Attorney -in -fact) Printed ►tnth permission of The American Institute of Architects ST. PAUL FIRE AND MARINE INSURANCE COMPANY CERTIFICATE OF Prope�ry tt l,atwhry 385 Washington Street, St. Paul, Minnesota 55102 AUTHORITY NO. =& For verification of [he authenticity of this Power of Attorney, you may telephone toll free 800-328-2189 and ask for 859289 the Power of Attorney Clerk. Please refer to the Certificate of Authority No. and the named individual(s). GENERAL POWER OF ATTORNEY - CERTIFIED COPY (Original on File at Home Office of Company. See Certification.) KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State of Minnesota, having its principal office in the City of St. Paul, Minnesota, does hereby constitute and appoint: Craven E. Ross, Jack Wurn, Lynn Horton, M.E. Pettijean, Shari Modene, individually, Seattle, Washington its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, NOT TO EXCEED IN PENALTY THE SUM OF TEN MILLION ($10,000,000) EACH and the execution of all such instrument(s) in pursuance of these presents, shall be as binding upon said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V,-Section 6(C), of the By -Laws adopted by the Board of Directors of ST. PAUL FIRE AND MARINE INSURANCE COMPANY at a meeting called and held on the 23rd day of January, 1970, of which the following is a true transcript of said Section 6(C): "The President or any Vice President, Assistant Vice President, Secretary or Resident Secretary shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of -attorney issued in pursuance of this section and/or any of the By -Laws of the Company, and (3) To remove, at any time, any such Attorney -in -fact or Special .Attorney -in -fact and revoke the authority given him. Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 6th day of May, 1959, of which the following is a true excerpt: "Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." FIRE IN TESTIMONY WHEREOF, St. Paul Fire and Marine Insurance Company has caused this instrument to be signed and its z, corporate seal to be affixed by its authorized officer. this 1st day of March, A.D. 1984. ST. PAUL FIRE AND MARINE INSURANCE COMPANY m= STATE OF MINNESOTAl County of Ramsey /1 ss. (� ` . �_ Lc G0,i v�r� v Vice President 19th day of 85 On this Via r e h � 19 ,before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he/she is the therein described and authorized officer of St. Paul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of Said Company; that the said Corporate Seal and his/her signature were duly affixed by order of the Board of Directors of said Company. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the city of St. Paul, Minnesota, the day and year first above written. 1" I`C� MARY C. CLANCY, Notary Public, Ramsey County, MN My Commission Expires November 1, 1990 CERTIFICATION I, the undersigned officer of St. Paul Fire and Marine Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGNALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attornev has not been revoked and is now in full force and effect. a, 7� < ' g IN TESTIMONY WHEREOF, I have hereunto set my hand this 15TH day of JUNE 19 89 Secretary Only a certified copy of Power of Attorney bearing the Certificate of Authority No. printed in red on the upper right corner is binding. Photocopies, carbon copies or other reproductions of this document are invalid and not binding upon the Company. ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED ABOVE IS TOTALLY VOID AND WITHOUT ANY VALIDITY. 29550 Rev. 3-84 Printed in U.S.A BID BOND FORM Herewith find deposit in the form of a certified check, cashier's check, cash, or bid bond in the amount of $ which amount is not less than five percent of the total bid. Sign Here BID BOND Know All Men By These Presents: That we, as Principal, and as Surety, are held and firmly bound unto the City of Renton, as Obligee, in the penal sum of Dollars, for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for according terms f the proposal or bid made b the Princi al therefor cco g to the to s o e p p y p , and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, incase of failure to do so, pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 19 Principal Surety . 19 Received return of deposit in the sum of $ PROPOSAL TO THE CITY OF RENTON RENTON, WASHINGTON Gentlemen: The undersigned hereby certif_X, that has examined the site of the proposed work and ha __5 read and thoroughly understands the plans, specifications and contract governing the work embraced in this improvement, and the method by which payment will be made for said work, and hereby propose to undertake and complete the work embraced in this improvement,.or as much thereof as can be completed with the money available, in accordance with the said plans, specifications and contract and the following schedule of rates and prices: (Note: Unit prices for all items, all extensions, and total amount of bid should be shown. Show unit prices both in writing and in figures--) SignatureZ4 Address Names of Members of Partnership: OR Name -of President of Corporation Name of Secretary of Corporation Corporation Organized under the laws of Li�/KJ Tam With Main Office in State of Washington at City of Renton . Public Works Department MAY CREEK/CANYON OAKS STORM DRAIN SCHEDULE A SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM NO. APPROX. QUANTITY ITEM WITH UNIT PRICED BID (Unit Prices to be Written in Words) ' UNIT PRICE DOLLARS CTS. AMOUNT DOLLARS CTS. 001. 1.0 Mobilization Lump Sum %h�2� Th�OC�S�.v D SS v�,cJ $,fie( J445P .szwstir EEi,Vr N IM _o �� % 78 ©o Per Lump Sum WordsFigures 002. 308.0 Linear Foot High Density Polyethylene Pipe 18"" Diameter ,-t4��0© Per Linear Foot 003. 23.0 Linear Foot 18" Storm Sewer Pipe vo CPO Per Li ear Foot 004. 10.0 Linear Foot 21" Diameter Storm Sewer Pipe $ ✓////zT J/ X �' '�o / ad C� �� 3 6 Per Lin ar Foot 005. 1.0 Catch Basin, Type II, 54" Each W/Solid Round Locking Lid f'/FT��iti UvD�LCO �c /OG ��� — I,JrOG �o Per Each 006. 220.0 Square Yard Jute Matting $ TWA tiv 1O4Per SqLfare Yard Page - 1 City of Renton . Public Works Department MAY CREEK/CANYON OAKS STORM DRAIN SCHEDULE A SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentlons and total amount of bid must be shown. Show unit prices in both words and figures and where J. conflict occurs the written or typed words shall prevail.) ITEM NO. APPROX. QUANTITY ITEM WITH UNIT PRICED BID (Unit Prices to be Written in Words) UNIT PRICE DOLLARS CTS. AMOUNT DOLLARS CTS. 007. 25.0 Ton�-- Hand Placed Riprap /,�//LT 75 Per Ton Words Figures 008. 1.0 Each Connect to Existing Catch Basin $ �� Uy�� �� N� -3 -70oa 3 76 Per Each 009. 220.0 Square Yard Seeding and Fertilizing $ 3«� Per Squa a Yard 010. 12.0 Each Pipe Anchors $ S� ti rY i 00 `70 °-- 84022 _Ple,—_ac 011. 1.0 Clearing & Grubbing Lump Sum $ 0Nn l H0VSH-A� 4J N ol0 0 Per Lump Sum 012. 1.0 Finish & Cleanup Lump Sum $ 1:1-1 j 6-- U U ry c �" ti�� 0 Per Lump Sum I Page - 2 - City of Renton . Public Works Department MAY CREEK/CANYON OAKS STORM DRAIN SCHEDULE A 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 J conflict occurs the written or typed words shall prevail.) ITEM NO. APPROX. QUANTITY ITEM WITH UNIT PRICED BID (Unit Prices to be Written in Words) ' UNIT PRICE DOLLARS CTS. AMOUNT DOLLARS CTS. 013. 1.0 Plug Existing Storm Drain Each r $ �NG Ovup�ot`Fr1l �>do 5�� (�'O Per Each Words Figures Total SCHEDULE A $ Page - 3 zounruuLL ur rKiutb MAY CREEK/CANYON OAKS Storm Drain (Note: Unit prices for all items, all extensions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX. I ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY unit Prices to be written in Words DOLLARS CTS . DOLLARS CTS . THE AWARD ERSIGNED BIDDER HIM, NO LA HEREBY AGREES TO START CONSTRU ER THAN TEN (10) DAYS AFTER FINAL DECUTION ION WORK ON AND THIS TO CCMPLETE PROJECT, I WITHIN 30 WO ING DAY TER STARTING CONSTRUCTION. DATED T l THIS DAY Of v 198 ACKNO EDGEMENT OF CEIPT OF ADDENDA: NO. ATE ' NO DATE NO ATE i•� i I SIGNS TITLE - 7- N __O�CO:: ADDRESS G% , CITY/STATE/ZIP , TELEPHONE (� CITY OF RENTON STATE CONTRACTORS BUSINESS LICENSE LICENSE O i /� 1 of 7 CONTRACTS OTHER THAN FEDERAL -AID FHWA ' THIS AGREEMENT, made and entered into this �_ day of , 19� by and between THE CITY OF RENTON, Washington,.a municipal corporation of the State of Washington, hereinafter referred to as "CITY" and R.W. SCOTT CONSTRUCTION CO. hereinafter referred to as "CONTRACTOR." WITNES SETH: 1) The Contractor shall within the time stipulated, (to -wit: within 30 working days from date of commencement hereof as required by the Contract, of which this agreement is a component part) perform all the work and services required to be performed, and provide and furnish all of the labor, materials, appliances, machines, tools, equipment, utility and transportation services necessary to perform the Contract, and shall complete the construction and installation work in a workmanlike manner, in connection with the City's Project (identified as No. 041-89 for improvement by construction and installation of: storm drainage installation to May Creek All the foregoing shall be timely .performed, furnished, constructed, . installed and completed in strict conformity with the plans and spec- ifications, including any and all addenda issued by the City and all other documents hereinafter enumerated, and in full compliance with all applicable codes, ordinances and regulations of the City of Renton and any other governmental authority having jurisdiction thereover. It is further g P her agreed and stipulated that all of said labor, materials, appliances, machines, tools, equipment and services shall be furnished 2of7 Contracts Other Than Federal -Aid FHWA and the construction installation performed and completed to the satisfaction and the approval of the City's Public Works Director as being in such conformity with the plans, specifications and all require- ments of or arising under the Contract. 2) The aforesaid Contract, entered into by the accent ace of the Contractor's bid and signing of this agreement, consists of the following documents, all of which are component parts of said Contract and as fully a part thereof as if herein set out in full, and if not attached, as if hereto attached. a) This Agreement b) Instruction to Bidders c) Bid Proposal d) Specifications e) Maps & Plans f) Bid g) Advertisement for Bids h) Special Provisions, if any i) Technical Specifications, if any 3. If the Contractor refuses or fails to prosecute the work or any part thereof, with such diligence as will insure its completion within the time specified in this Contract, or any extension in writing thereof, r 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 J 9 P� 9 9 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 I I Contracts Other Than Federal -Aid FHWA 3 of 7 11 11 11 subcontractors should violate any of the provisions of this Contract, the City may then serve written notice upon him and his surety of its intention to terminate the Contract, and unless within ten (10) days after the serving of such notice, such violation or non-compliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the expiration of said ten (10) day period, cease and terminate in every respect. In the event of any such termination, the City shall immediately serve written notice thereof upon the surety and the Contractor and the surety shall have the right to take over and perform the Contract, provided, however, that if the surety within fifteen (15) days after the serving upon it of such notice of termination does not perform the Contract or does not commence performance thereof within thirty (30) days from the date of serving such notice, the City itself may take over the work under the Contract and prosecute the same to completion by Contract or by any other method it may deem advisable, for the account and at the expense of the Contractor, and his surety shall be liable to the City for any excess cost or other damages occasioned the City thereby. In such event, the City, if it so elects, may, without liability for so doing, take possession of and utilize in completing said Contract such materials, machinery, appliances, equipment, plants and other properties belonging to the Contractor as may be on site of the project and useful therein. 4) The foregoing provisions are in addition to and not in limitation of any other rights or remedies available to the City. Contracts Other Than Federal -Aid FHWA 4 of 1 5) Contractor agrees and covenants to hold and save the City, its officers, agents, representatives and employees harmless and to promptly indemnify same from and against any and all claims, actions, damages, liability of every type and nature including all costs and legal expenses incurred by reason of any work arising under or in connection with the Contract to be performed hereunder, including loss of life, personal injury and/or damage to property arising from or out of any occurrence, omission or activity upon, on or about the premises worked upon or in any way relating to this Contract. This hold harmless and indemnification provision shall likewise apply for or on account of any patented or un- patented invention, process, article or appliance manufactured for use in the performance of the Contract, including its use by the City, unless otherwise specifically provided for in this Contract.. In the event the City shall, without fault on its part, be made a party to any litigation commenced by or against Contractor, then Contractor shall proceed and hold the City harmless and he shall pay all costs, expenses and reasonable attorney's fees incurred or paid by the City in connection with such litigation. Furthermore, Contractor agrees to pay all costs, expenses and reasonable attorney's fees that may be incurred or paid by City in the enforcement of any of -the covenants, provisions and agreements hereunder. 6) Any notice from one party to the other party under the Contract shall be in writing and shall be dated and signed by the party giving such notice or by its duly authorized representative of such party. Any such 5 of 7 Contracts Other Than Federal -Aid FHWA notice as heretofore specified shall be given by personal delivery thereof or by depositing same in the United States mail, postage prepaid, certified or registered mail. 7) The Contractor shall commence performance of the Contract no later than 10 calendar days after Contract final execution, and shall complete the full performance of the Contract not later than 30 working days from the date of commencement. For each and every working day of delay after the established day of completion, it is hereby stipulated and agreed that the damages to the City occasioned by said delay will be the sum of in accordance with the Standard Specifications , 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 i.n the Contract nor partial or entire use of any installation provided for by this Contract shall relieve the Contractor of liability in respect to any warranties or responsibility for faulty materials or workmanship. The Contractor shall be under the duty to remedy any defects in the work and pay for any damage to other work resulting therefrom which shall appear within the period of one (1) year from the date of final acceptance of the work, unless a longer period is specified. The City will give notice of observed defects as heretofore specified with reasonable promptness after discovery thereof, and Contractor shall be 6 of 7 Contracts Other Than Federal -Aid FHWA obligated to take immediate steps to correct and remedy any such defect, fault or breach at the sole cost and expense of Contractor. 9) The Contractor and each subcontractor, if any, shall submit to the City such schedules of quantities and costs, progress schedules, pay- rolls, 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 materials in connection with this Contract; said bond to be in the full amount of the Contract price as specified in Paragraph 11. The surety or sureties on such bond or bonds must be duly licensed as a surety in the State of Washington. 11) The total amount of this Contract is the sum of $31,184.00 Thirty -One Thousand, One Hundred Eighty-four Dollars and 00/100s----, which includes Washington State Sales Tax. Payments will be made to Contractor as specified in the "Special Provisions" of this Contract. Rev. 4/83 I I Contracts Other Than Federal -Aid FHWA 7of7 IN WITNESS WHEREOF, the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above -written. CONTRACTOR r idpn e retary d/ b/ a G21 Gr L,zJz n i Lv Firm Name Individual Partnership CITY OF RENTON ir ; Mayor ATTEST City Clerk Corporation ✓ A Corporation State of Incorporation Attention: If business is a CORPORATION, name of the corporation should be listed in full and both President and Secretary must sign the contract, OR if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the city and made a part of the contract document. If business is a PARTNERSHIP, full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name; any one partner may sign the contract. If business is an INDIVIDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. ACOR�D CERTIFICATE OF INSURANCE (ACORD 25S — 03/88) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE ONLY AND CONFERS NO DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. NAME AND ADDRESS OF AGENCY: COMPANIES AFFORDING COVERAGE: HUM— ASSOCIIATES fl --I COMPANY A: P•a..F?'.f ( (��'�a:.�F� r -T T1:Sl 'C C 1 >>F�;�:r!CF_ �.r.7. P J BE?X 1 144 ' — �t �`,; COMPANY B: COMPANY C: NAME AND ADDRESS OF INSURED: IM I--,W '73 t-T-f' C0l"4'`.: Tr-.L!C f­:f!D ' INC, C13MPANY D: F"E10T0PP:7 wA, COMPANY E: 9 10 C� •.• .J J ----------- THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE 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 TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LIMITS OF LIABILITY r COMP TYPE POLICY NUMBER IN THOUSANDS (000) LETTER OF INSURANCE EFFECTIVE/EXPIRATION DATE A GENERAL LIABILITY COMMERCIAL GENERAL TO 04 ! 0 a. LIABILITY GENERAL AGGREGATE: $ 1 CLAIMS MADE X OCCURRENCE PRODUCTS COMPJOPS AGG: :a:: Cv..10 X OWNERS & CONTRACTORS PROTECTIVE X WAS)H. .:]-I-OP f i�lF' PERSONAL & ADVERTISING INJURY: 1 EACH OCCURRENCE: :e. , Of")O FIRE DAMAGE (ANY 1 FIRE): MEDICAL EXPENSE ( ANY 1 PERSON) : A AUTOMOBILE LIABILITY NPC ANY AUTO C)4!�? l ! 89 TO r_)4l )1 ! `?%? CSL: �- 1 .O K) X ALL OWNED AUTOS BI: SCHEDULED AUTOS (EACH PERSON) X HIRED AUTOS X NON —OWNED AUTOS BI: GARAGE LIABILITY (EACH ACCIDENT) PROPERTY DAMAGE: ' ` r ACORD CERTIFICATE OF INSURANCE - PAGE 1 --------------------------------------------------------------------------- 'LIMITS OF LIABILITY COMP TYPE POLICY NUMBER IN THOUSANDS (000) LETTER OF INSURANCE EFFECTIVE/EXPIRATION DATE EA. OCCUR./AGGREGATE EXCESS LIABILITY TO OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND *STATUTORY* EMPLOYERS' LIABILITY TO EACH ACCIDENT: DISEASE POLICY LIMIT: DISEASE EACH EMPLOYEE: OTHER TO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS: P•.f"fTt AS RE.SPFCTS MAY CREEK/CANYON OAKS STORM DRAIN PROJE'Cr' CERTIFICATE HOLDER IS ADDED AS AN ADDITIONAL INSURED. 0 ===== CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL IO DAYS WRITTEN NOTICE TO THE BELOW NAMED CERTIFICATE HOLDER, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. - ==-_= CERTIFICATE HOLDER _ CITY OF RENTC;:! DATE ISSUED: 06 ..._-;'/ 9 PUBLIC WORKS DEPARTMENT 200 MILL AVENUE SOUTH RENTON, WA 98055 AUTHO IZED R RESENTAFIVE 1 1 SENT E y: A . 6-25-e9 ___ 304294 4 t a 9:20E 674 2657; u 2 BOND TO THE CITY OF RENTON KNOB' ALL MEN BYJMESE PRESENTS: That we, the undersigned A Ll <i=l 0nMGT$11rTiQM at, princlpal, and ST. PAUL. FIRE & MARINE INS. CO. Corporation Organized and existing under t e 'awt O the State Of MLNNESOTA as a surety corporatlon, and qualified under the laws Of the State of W41hln9t4n to berWe 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 S 31,184.00 / loo----------------- for the payment of which sum an demand we bind our- selves and our SicCtitors, heirs, adMinistrators or personal representatives, as the case may be. This obligation is entered into in purses nce of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated Washington, this day of - Nevertheless, the condittons of the above obligation are such that: WHEPEAS, under and pursuant to Ordinance (or Resolution) No. 2295 providing for MAY CREEK / CANYON OAKES STORM DRAIN whit contract Is re.erred to herein and is made a part her"as thou% attached ahere;p)� nd WHEREAS, the said principal has accepted, or Is about to accept, the said contract, and undertake to perform the work therein provided for In the manner and within the time set forth; NOW. TMEREFCRE, if the said R.W. S'OTT CONSTRUCTION shall faithfully perform ail o the prov s ons of said contract in. the n+enner and wit in the tfrne therein set forth, or within such extensions of tlme as may be granted under geld contract, and shall pay all laborers, mechanles, subcontrect_rs :nd !!:sterlalmen, and all pe•sons who %hall supply $Sit prfnetpai ar subcontractor% with provisions and supplies for the Carrying on of sold work, and shall hold said City of Renton harmless from any loss or damage occasioned to any person or property by reason, of any Care- lessness er negligence or: the part of said principal, Or any subcontractor in the per- formance of said work, and shall Indemnify and hold the City of Renton harmless from any darrage or axaense by reason of failure of performance as specified in said con- tract or from, defects appearing or developing In the itsterial or workrnanshtp provtded or performed under said contract within a period of one year after its acceptance thereof by the Clty of Renton, then and in that anent this obligation shall be void; but other- wise it shall be and remain in full force and effect. I Revised; 8/16/83 ST. PAUL FIRE & MARINE INS. CO. 385 WASHINGTON ST. ST. PAL MINN. BY: LYNN TORTON A,TTO EY -IN- FACT SENT B r: A 6-2e-89 9: 31 AN. 33429-) t t E g :2©6 874 2657; u 2 BOND TO THE CiTY OF RENTON KNOW ALL MEN By THESE PRESENTS: That we, the undersigned as principal, and ST. PAUL FIRE & MARINE INS. CO. torpor-ttion Organtied ' and existing under the laws Ff the State Of MINNESOTA as a surety corporation, and Quallfiad under the laws Of the State of i.Iashington to become Surety upon bonds of contractors with municipal corporations, as surety are Jointly and severally held and firmly bound to the City of Renton in the penal sum of S 31,184.00 / 100----------------- for the payment of which sort+ on demand wa bind our- selves an our successors, heirs, adi--intstrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washing- ton, the Ordinance of the City of Renton. Dated at liashlnyton, thf S day of Nevertheless, the GenditIOn$ of the above obligation are such that: WHEREAS, under and purs6ant to Ordinance (or Resolution) No. 2295 providing for MAY CREEK / CANYON OAKES STORM DRAIN kw'licm contract 15 referred to herein and is made a part hereof as tho;lg attaz.ed hereto?, and V1111AS, the said principal has accepted, or Is about to accept, the said contract, and undertake to perform, the work therein provided for In the manner and within the time set forth; NOB,+. THEREFORE, if the said R.W. S OTT CONSTRUCTION shall faithfully perform all of the prov s ons o said contract In the manner and wit in the trine therein set forth, or within such extensions of time as may be granted under said contract, and shall pay all laborers, maChanir_s; subcontraYt_-=_ end-=ttr'al,rn and all pe-sons who shall Supply bald principal Or Subcontractors with provisions and Supplies for the carrylny on of said work, and shall hold sold City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care- lessness or negligence Or the part of said principal, or any subcontractor in the per- formance of said work, and shall indemnify and held the City of Renton harmless from any damage or expense by reason of failure of performance as specified in sold con- tract or from defects appearing or developing In the material or workmanship provided or performed under said contract within a period of one year after its acceptance thereof by the City of Renton, then and in that event this obligation shall be void; but other- wise it Shall be and remain In full force and effect. IRev Isod: 8t16/83 ST. PAUL FIRE & MARINE INS. CO. 385 WASHINGTON ST. ST. PAUL MINN. BY -'"�- LYNN .ORTON ATTO EY -IN- FACT u W I I Amu' ST. PAUL FIRE AND MARINE INSURANCE COMPANY CERTIFICATE OF av 385 Washington Street, St. Paul, Minnesota 55102 AUTHORITY NO. For verification of the authenticity of this Power of Attorney, you may telephone toll free 1-800-328-2189 and ask for 1341757 the Power of Attorney Clerk. Please refer to the Certificate of Authority No. and the named individual(s). GENERAL POWER OF ATTORNEY - CERTIFIED COPY (Original on File at Home Office of Company. See Certification.) KNOW ALL MEN BY THESE PRESENTS: That St. Paul Fire and Marine Insurance Company, a corporation organized and existing under the laws of the State of Minnesota, having its principal office in the City of St. Paul, Minnesota, does hereby constitute and appoint: Craven E. Ross, Jack Wurn, Lynn Horton, M. E. Pettijean, Shari Modene, individually, Seattle, Washington its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, NOT TO EXCEED IN PENALTY THE SUM OF TEN MILLION ($10,000,000) EACH and the execution of all such instrument(s) in pursuance of these presents, shall be as binding upon said St. Paul Fire and Marine Insurance Company, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. This Power of Attorney is executed, and may be certified to and may be revoked, pursuant to and by authority of Article V,-Section 6(C), of the By -Laws adopted by the Board of Directors of ST. PAUL FIRE AND MARINE INSURANCE COMPANY at a meeting called and held on the 23rd day of January, 1970, of which the following is a true transcript of said Section 6(C): "The President or any Vice President, Assistant Vice President, Secretary or Resident Secretary shall have power and authority (1) To appoint Attorneys -in -fact, and to authorize them to execute on behalf of the Company, and attach the Seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and (2) To appoint special Attorneys -in -fact, who are hereby authorized to certify to copies of any power -of -attorney issued in pursuance of this section and/or any of the By -Laws of the Company, and (3) To remove, at any time, any such Attorney -in -fact or Special Attorney -in -fact and revoke the authority given him." Further, this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 6th day of May, 1959, of which the following is a true excerpt: "Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." ``„o•""""%1101111,114 IN TESTIMONY WHEREOF, St. Paul Fire and Marine Insurance Company has caused this instrument to be signed and its v FARE 4 y��corporate seal to be affixed by its authorized officer, this 1st day of March, A.D. 1984. - 7� 4 �' ST. PAUL FIRE AND MARINE INSURANCE COMPANY STATE OF MINNESOTA County of Ramsey } ss. Gp` 'R'^N\GE Vi�President On this 8th day of May 19 89 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said that he/she is the therein described and authorized officer of St. Paul Fire and Marine Insurance Company; that the seal affixed to said instrument is the Corporate Seal of said Company; that the said Corporate Seal and his/her signature were duly affixed by order of the Board of Directors of said Company. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the city of St. Paul, Minnesota, the day and year first above written. 7�?alj C, S �� MARY C. STEMPER, Notary Public, Ramsey County, MN My Commission Expires November 1, 1990 CERTIFICATION 1, the undersigned officer of St. Paul Fire and Marine Insurance Company, do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Section of the By -Laws of said Company as set forth in said Power of Attorney, with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMPANY, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. if .oe V -' �i 'Zt3 IN TESTIMONY WHEREOF, I have hereunto set my hand this day of 196 Secretary Only a certified copy of Power of Attorney bearing the Certificate of Authority No. printed in red on the upper right corner is binding. Photocopies, carbon copies or other reproductions of this document are invalid and not binding upon the Company. I I ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED ABOVE IS TOTALLY VOID AND WITHOUT ANY VALIDITY. 29550 Rev. 8-88 Printed in U.S.A. CONTRACTOR/SUBCONTRACTOR MONTHLY MANPOWER UTILIZATION REPORT REPORTING PERIOD Month: Year: o be submitted to the City's Project ngineer during the lst week of following 4 month while contract is in progress. Prime Luntractor is responsible for obtaining and bmitting all Subcontractor Reports. To: (Name and location of Compliance Agency Dept.) Goals and Timetables as committed r� in Contractor's Affirmative Action Plan % or per City's Plan 9.1 % From: (Name and location of contractor) this report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellations or debarment of contract. 1. 2. 3. 4. % 5• 6. mino- Total rotal Work Hours of Employment (See footnote) rity number number ssi a• • • c• • • • e. + x/h of of minorityEmpby- of Company's Name (I.D.) Trade His- er. Asian/ Total a- Tota Black ian Pacific Fe- F-tionspanic total Employ- ees Island ale w1h ees V! s Date weiepnone humoer (Include Area Code) '.e11/77 (*Males & Females, **Minorities & Non -minorities) Page of 7/80 (Submittal Requirements & City's Goals/Timetables) INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT (CITY OF RENTON) The Employment Utilization Report is to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required, each month, during the term of the contract, and they shall include the total work -hours worked on the project for each employee level in each designated trade for the entire reporting period. The prime contractor shall submit a report for its work force and shall collect and submit reports for each subcontractor's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Self-explanatory Compliance 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 a qualifying contract. 2. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEO bid conditions. 3. Work -hours of Employment . . . . The total number of hours worked.by all employees in each classification; the total number of hours worked by each *minority group in each classification and the total work -hours for all women. Classification . . . . . . . . . . The level of accomplishment or status of the worker in the trade. (C = Craftworker - Qualified, Ap = Apprentice, Tr = Trainee). 4. Percent of minority work - hours of total work -hours . . . . The percentage of total minority work -hours worked of all work -hours worked. (The sum of columns b, c, d and a divided by column a.) 5. Total Number of Minority Employees . . . . . . . . . . . . Number of minority employees working in contractor's aggregate work force during reporting period. 6. Total Number of Employees . . . . Number of all employees working in contractor's aggregate work force during reporting period. * Minority is defined as including Blacks, Hispanics, American Indians and Asian and Pacific Islanders - both men and women. u IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: CARPENTERS ,OCATION: (STATE: CARPENTERS) CLALLAM, GRAYS HARBOR, ISLAND, JE.FFERSON, ICING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.50 $/HR. STATE PENSION 1.40 $/HR. STATE TRAINING FUND .06 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE **#*#** STATE WAGE RATE GROUP LISTING 070-0020 ACCOUSTICAL WORKER 18.23 -- 070-0040 BRIDGE, DOCK AND WHARF BUILDER 18.27 -- 070-0060 CARPENTER 18.37 J70-0100 CARPENTER - WORKING BURNED, CHARRED, 18.17 -- CREOSOTED OR TREATED MATERIAL 070-0140 DRYWALL APPLICATOR 18.07 ' U70-0150 FLOOR FINISHER 18.20 070-0160 FLOOR LAYER 18.20 -- 070-0170 FLOOR SANDER 18.20 -- 070-0200 MILLWRIGHT AND MACHINE ERECTOR 18.57 070-0250 PILEDRIVER 13.27 070-0300 SAW FILER 18.20 -- 070-0310 SHINGLER - WOOD AND COMPOSLTION 18.20 -- 070-0330 STATIONARY POWER SAW OPERATOR 18.20 -- 070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR 18.00 -- OTHER 070-9070 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRSJWK.• MON. THRU FRI., AND ALL HRS. WORKED SAT. (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED SUN. AND HOLIDAYS PAID DOUBLE THE REGULAR RATE OF PAY. CITY OF RENTON MAY CREEK / CANYON CAKES STORM DRAIN ' PAGE i IWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: CARPENTERS ,OCATION: (STATE: CARPENTERS) CLALLAM, GRAYS HARBOR• ISLAND, JEFFERSON, KING, KITSAP, LEWISs ' MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. OTHER 070-9071 STATE: HOLIDAYS — NEW YEARS DAY, MEMORIAL DAY, 4TH OF DULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHR ISTMAS DAY. 07J-9072 STATE: FOREMANS — $1.00 ABOVE THE HIGHEST JOURNEYMAN WAGE SUPERVISED. 1 070-9075 STATE: NOTE — EFFECTIVE JUNE 9, 1988, THE .PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS. PER DAY UNDER THE CONDITIONS STIPULATED IN WAG 296-127-022. ' CITY OF RENTON MAY CREEK / CANYON RAKES STORM DRAIN I PAGE 2 WY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 1711989 OCCUPATION: CARPENTERS OCATION: iFED: CARPENTERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON# KING, KITSAPs LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY ' EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAIV, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. rFRINGE BENEFITS TOTAL HOURLY BENEFITS 2.96 $/HR. FEDERAL rWAGE RATES OCCUPATION OCCUPATION CODE DESCRIPTLON STATE FEDERAL RATE RATE FEDERAL WAGE RATE GROUP LISTING## r070-0040 BRIDGE, DOCK AND WHARF BUILDER -- 18.27 070-0060 CARPENTER -- 18.07 070-0100 CARPENTER — WORKING BURNED, CHARRED, -- 18.17 CREOSOTED OR TREATED MATERIAL 070-0200 MILLWRIGHT AND MACHINE ERECTOR -- 18.57 ' 070-0250 PILEDRIVER 070-0300 SAW FILER -- 18.27 -- 18.20 070-0330 STATIONARY POWER SAW OPERATOR -- 18.20 070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR -- 18.20 r 1 i r r ' CITY OF RENTON MAY CREEK / CANYON OAKES rSTORM DRAIN PAGE 3 IWY-R3232U-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 OCCUPATION: CEMENT MASONS 'OCATION: (STATE: CEMENT MASONS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE AND THURSTON COUNTIES. FRINGE BENEFITS ' HEALTH AND WELFARE PENSION TRAINING FUND IWAGE RATES OCCUPATION CODE 1..60 $/HR. 1.75 $/ HR . .10 $/HR. OCCUPATION DESCRIPTION *****#* STATE WAGE RATE GROUP LISTING ******* GROUP 1 STATE STATE STATE STATE FEDERAL RATE RATE 090-0260 APPLICATION OF SEALING COMPCUND 13.41 -- 090-0015 CEMENT MASON - BUILDING GENERAL 18.41 -- 090-0210 CONCRETE PAVING 18.41 -- 090-0240 CURB AND GUTTER 18.41 -- 090-0230 CURING CONCRETE 18.41 -- 090-0220 PATCHING CONCRETE 18.41 -- 090-0250 SIDEWALKS 18.41 -- GROUP 2 090-0330 APPL..ICATION OF UNDERLAYMENT 18.66 -- 090-0350 COMPOSITIGN MASTIC 18.66 -- 09 0-0280 CONCRETE SAW (SELF POWERED) 18.66 -- 090-0360 EPDXY 18.66 -- 090-03.10 FINISH COLORED CONCRETE 18.66 - 090-0075 GRINDER, HAND POWERED 18.66 -- 090-0370 GUNITE NOZZLEMAN 18.66 -- 090-0270 PLASTIC 18.66 -- 090-0290 POWER TOOLS IGRINDERS AND ALL OTHERS) 18.66 -- 090-0190 POWER TROWEL MACHINE 18.66 -- 090-0300 SANDBLASTING ARCHITECTUAL FINISH 18.66 - 090-0320 TUNNEL WORKERS 18.66 -- CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 4 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: CEMENT MASONS 'OCATION: (STATE: CEMENT MASONS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC. PIFkCF ANn TH►lRSTf]N rntINTIFt_ WAGE RATES I OCCUPATION CODE OCCUPATION DESCRIPTION ******* STATE WAGE RATE GROUP LISTING ******* GROUP 3 1 090-0340 TROWEL MACHINE ON COLORED SLABS, COMPOSITION OR KALMAN FLOORS ' OTHER 090-9090 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTiME RATES I5 NOT REQUIRED ' FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MON. THRU FRI., UNDER CONDITIONS 090-9091 STIPULATED IN WAC 296-127-022. STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI. AND ALL HOURS WORKED ON SAT. (EXCEPT MAKE-UP e DAYS), SHALL BE PAID 1 112 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 090-9092 STATE: HOLIDAYS - NEW YEARS DAY., MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING ' DAY, THE FRI DAY AND SATURDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. 090-9095 STATE: FOREMAN 2 - 5 MEN SUPERVISED VHR. 19.26 6 OR MORE MEN SUPERVISED 19.91 GENERAL FOREMAN 20.84 CITY OF RENTON MAY CREEK / CANYON OAKES ISTORM DRAIN STATE FEDERAL RATE RATE IPAGE 5 .WY—R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: CEMENT MASONS IOCATION: (FED: CEMENT MASONS) CHELAN, CLALLAM, DOUGLAS, GhAYS HARBOR, ISLAND, JEFFERSON, KING• KITSAP, KITTITAS (NORTHERN PORTION), LEWIS (NORTHERN ' PORTION), MASON, PACIFIC (NORTHERN PORTION), PIERCE, SAN JUAN, SKAGIT* SNOHOIMISH, THURSTON AND WHATCOM. FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.45 $/HR. WAGE RATES OCCUPATION OCCUPATION CODE (DESCRIPTION 1 ##a FEDERAL WAGE RATE GROUP LISTING# 090-0010 CEMENT MASON 090-0020 COLOR 090-0030 COMPOSITION, EPDXY 090-0070 GRINDER 090-0080 GUNITE NOZZLE MAN 090-0110 MASTIC 090-0 140 POWER TOOL OPERATOR 090-0390 TROWEL MACHINE CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 6 FEDERAL STATE FEDERAL RATE RATE -- 18.61 -- 18.66 -- 18.66 -- 18.66 -- 18.66 -- 18..66 -- 18.66 -- 18.66 'WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: ELECTRICIANS IOCATION: ( STATE: ELECTRICIANS) CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.235 $/HR. PENSION - LOCAL (CGNST. STOCKMAN) 1.00 $/HR. NE BF 3.00 t PENSION - LOCAL 2.30 $/HR. TRAINING FUND- .10 $/HR. WAGE RATES OCCUPATI0N OCCUPATION CODE DESCRIPTLON MAY 171 1989 STATE STATE STATE STATE STATE STATE FEDERAL RATE RATE * STATE WAGE RATE GROUP LISTING# 170-6010 CA6LE SPLICER 21.69 -- 170-0030 CONSTRUCTION STOCKMAN 9.86 170-0040 ELECTRICIAN, WIREMAN 19.72 170-0050 FOREMAN -- -- 170-GO60 GENERAL FQREMAN - -- OTHER 170-9172 STATE: OVERTIME - THE FIRST 2 HOURS IN EXCESS OF 8 HRS/DAY, MON. THRU FRLv ALL HOURS WORKED IN EXCESS OF 40 HRSIWK., AND THE FIRST 8 HRS. ON SATURDAYS SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS ' SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 170-9174 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY ' AND CHRISTMAS DAY. I CITY OF RENTON MAY CREEK / CANYON OAKES ISTORM DRAIN I PAGE 7 I'WY-f<32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: ELECTRICIANS 'OCATION: (FED: ELECTRICIANS) CLALLAM, JEFFERSOy, KING AND KITSAP COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFITS PART A 3.00 % TOTAL HOURLY BENEFITS PART 8 3.385 $/HR. WAGE RATES OCCUPATION OCCUPATION CODE DESCRIPTION ****** FEDERAL WAGE RATE GROUP LISTING ****** 17U-0010 CABLE SPLICER 170-0040 ELECTRICIAN, WIREMAN CITY OF RENTON MAY CREEK / CANYON OAKES ' STORM DRAIN MAY 17, 1989 FEDERAL FEDERAL STATE FEDERAL RATE RATE -- 19.38 17.62 PAGE 8 tY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17s 1989 OCCUPATION: LINEMAN — POWERLINE CONSTRUCTLON IOCATION: (STATE: LINEMAN — POWERLINE CONSTRUCTION) STATEWIDE FRINGE BENEFITS APPRENTICESHIP .50 % STATE HEALTH AND WELFARE 1.25 $/HR. STATE NEBF 3.00 % STATE PENSION - GROUPS 19 29 3 2.30 $/HR. STATE PENSION — GROUPS 4. 5 AND 6 1.50 $/HR. STATE WAGE RATES IOCCUPATION OCCUPATION STATE FEDERAL CODE DESCRI PT LON RATE RATE ' ****##* STATE WAGE RATE GROUP LISTING** GROUP 1 190-0350 CABLE SPLICER FOREMAN 23.08 -- GROUP 2 190-0110 CABLE SPLICER 21.68 -- 190-0360 LINE CREW FOREMAN 21.68 -- j19U-0220 POLE SPRAYER LEADMAN 21.68 -- GROUP 3 190-0160 HEAVY LINE EQUIPMENT MAN 19.59 -- 190-0200 LINEMAN 19.59 -- 190-0210 POLE SPRAYER 190-0340 WELDER, CERTIFIED 19.59 -- 19.59 GROUP 4 190-01.90 LINE EQUIPMENT MAN 16.89 -- GROUP 5 190-0140 HEAD GROUNDMAN 14.78 -- 190-0170 JACKHAMMERMAN 14.78 = 190-0260 POWDERMAN 14.78 1 CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 9 it WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LINEMAN - POWERL INE CONSTRUCT-LON `OCATION: (STATE: LINEMAN - POWERLINE CONSTRUCTION) STATEWIDE ryAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****##* STATE v4AGE RATE GROUP LISTING #***-*** IGROUP 6 I190-0130 GRCUNDMAN, HOLEDIGGER OTHER 190-9180 EFFECTIVE 3/2/89 - ALL CLASSIFICATIONS, INCLUDING ALL APPRENTICES, RECEIVE A DAILY PER DIEM ALLOWANCE OF TWELVE DOLLARS ($12.00) IN ADDITION TO THE ABOVE HOURLY RATES OF PAY. 190-9190 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MON. THRU FRI. UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. 190-9192 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK, MON. THRU FRI., AND ALL HOURS WORKED ON SAT. SUN. AND HOLI- DAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 190-9194 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4THOF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. 1 CITY OF RENTON MAY CREEK / CANYON RAKES STORM DRAIN STATE FEDERAL RATE RATE 13.90 PAGE 10 �WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 171 1989 OCCUPATION: LINEMAN - POWERLINE CONSTRUCTION �OCATION: (FEDZ LINEMAN - POWERLINE CONSTRUCTION) STATEWIDE EXCEPT D.O.E. HANFORD SITE IN BENTON AND FRANKLIN COUNTIES. FRINGE BENEFITS PENSION 3.50 % FEDERAL TOTAL HOURLY BENEFITS - 3.60 V HR. FEDERAL GROUPS 1 TO 3 TOTAL HOURLY BENEFITS - 2.80 S/HR. FEDERAL GROUPS 4 TO 6 WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE -***** FEDERAL RATE * WAGE GROUP LISTING GROUP 1 190-0110 CABLE SPLICER -- 21.25 19Q-0220 POLE SPRAYER LEADMAN -- 21.25 GROUP 2 190-0160 HEAVY LINE EQUIPMENT MAN -- 19.21. 19 0-0200 LINEMAN 19.21 190-0210 POLE SPRAYER -- 19.21 190-0340 WELDER, CERTIFIED -- 19.21 GROUP 3 190-0270 TREE TRIMMER -- 15.35 GROUP 4 190-0190 LINE EQUIPMENT MAN -- 16.89 GROUP 5 190-0140 HEAD GROUNDMAN -- 14.78 190-0170 JACKHAMMERMAN 190-026 0 POWDERM AN 14.78 14.78 CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 11 �dY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LINEMAN — PCWERLINE CONSTRUCTION LOCATION: (FED: LINEMAN — POWERLINE CONSTRUCTION) STATEAIDE EXCEPT D.O.E. HANFORD SITE IN BENTON AND FRANKLIN COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRINTLON RATE RATE 1 1 1 1 1 1 1 1 1 1 ****#* FEDERAL WAGE RATE GROUP LISTING$ GROUP 6 190-0130 GROUNDMAN, HOLEDIGGER OTHER 190-9190 FEDERAL: SUBSTATIONS WHOSE PRIMARY FUNCTION IS TO FEED A DISTRIBUTION SYSTEM ARE EXEMPT FROM ZONE PAY PROVISIONS. 190-9192 FEDERAL: ZONE DIFFERENTIAL — ADD TO BASE RATE ZONE 1 — $0.00, 0-3 MILE RADIUS FROM GEO— GRAPHIC CENTER OF SEATTLE* TACOMA AND PORTLAND ZONE 2 — 2.401 3-2.0 MILE RADIUS FROM SEATTLE TACOMA OR PORTLAND AND 0-20 MILE RADIUS FROM BASE PCI NTS. 190-9194 ZONE 3 — 3.159 20-35 MILE RADIUS FROM ALL CITIES. ZONE 4 — 3.90, 35-50 MILE RADIUS FROM ALL CITIES. ZONE 5 — 5.159 OVER 50 MILE RADIUS FROM ALL CITIES. 190-9196 BASE POINTS: BELLINGHAM, ELLENSBURG* EPHRATA* EVERETT, KENNEWICK, LONGVI EW Y OLYMP I A, SPOKANE, WALLA WALLA, WENATCHEE, WILBUR* YAKIMA# ASTORIA, THE OALLES, PENDLETON, UMATILLA, COEUR O'ALENE, LEW.ISTON AND SANDPOINT. CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 12 13.90 WY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: FLAGGERS ,OCATION: (STATE: FLAGGERS) CHELAN, CLALLAM, DOUGL AS, GRAYS HARBOR, JEFFERSON, KING, KITSAP, I KITSAP, KITTITASs LEWIS, MASON, PACIFIC, PIERCE, THURSTON AND THURSTON AND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.75 $/HR. STATE PENSION 1.55 $/HR. STATE TRAINING FUND .13 4/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE STATE WAGE RATE GROUP LISTING# 26 0-0010 FLAGGER 10.78 -- IOTHER I fl rl 260-9260 STATE: NOTE — EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY UNDER CONDITIONS STIPULATED IN EAC 296-127-022. 260-9262 STATE: OVERTIME — ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN 1 PAGE 13 �WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: FLAGGERS IOCATION: IFED: FLAGGERS ) CLALLAM, GRAYS HARBOR, ISLAND• JEFFERSON, KING, KITSAP, LEWIS, MASON* PACIFIC 1NORTH OF THE WAHKIAKUM NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUANv SKAGIT* SNOHOMISH, THURSTON, WHATCOM AND THE PARTS OF YAKIMA COUNTY LYING WEST OF THE 120TH MERIDIAN. FRINGE BENEFITS ITOTAL HOURLY BENEFITS 3.43 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****** FEDERAL WAGE RATE GROUP LISTING 260-0020 FLAGMEN -- 10.78 1 I CITY OF RENTON MAY CREEK / CANYON OAKES ' STORM DRAIN PAGE 14 IWY-R3232U-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LABORERS IOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSO N, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE BEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH# THURSTON# WHATCOM, AND THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, OKANOGAN FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 $/HR. FEDERAL WAGE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ' *-****# FEDERAL WAGE RATE GROUP LISTING# GROUP i 350-0730 FENCE LABORER -- 8.46 350-0745 FINAL CLEAN-UP- -- 8.46 I350-2101 WINDOW CLEANER -- 8.46 GR OU P 2 350-0091 BATCH WE IGHMAN 10.78 350-0461 CRUSHER FEEDER 10.78 350-1260 PILOT CAR - 10.78 350-1871 TOOLROOM MAN EAT JOB SITE) - 10.78 GROUP 3 ' 350-OO81 BALLAST REGULATOR MACHINE -- 15.46 350-0241 CARPENTER TENDER -- 15.46 350-0271 CEAENT FINISHER TENDER -- 15.46 350-0310 CHIPPER 15.46 350-0340 CHUCK TENDER _ 15.46 350-0390 CONCRETE FORM STRIPPER -- 15.46 350-0471 CURING CONCRETE - 15.46 ' 350-0520 DEMOLITION, WRECKING AND MOVING (INCL. 15.46 CHARRED MATERIALS! 35 0-0710 EPDXY TECHNICIAN - 15.46 350-0810 GABION BASKET BUILDER 15.46 CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN IPAGE 15 WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LABORERS IOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENCED DUE WEST TO THE PACIFIC OCEAN), PIERCES SAN JUAN, SKAGIT, SNOHO+MLSH, THURSTON, WHATCOiy, AND THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, OKANOGAN 1 WAGE RATES I OCCUPATION CODE 1 1 1 1 1 1 1 1 i 1 1 OCCUPATION OESCRI PT LON ****** FEDERAL WAGE RATE GROUP LISTING ****$* GROUP 3 STATE FEDERAL RATE RATE 350-0821 GENERAL LABORER 15.46 350-0860 GRINDERS -- 15.46 350-1371 POT TENDER -- 15.46 350-1391 POWDERMAN HELPER -- 15.46 350-1765 STAKE HOPPER -- 15.46 350-1880 TOPMAN - TAILMAN -- 15.46 350-1941 TUGGER OPERATOR -- 15.46 350-2030 VIBRATING SCREED (AIR, GAS CR ELECTRIC) -- 15.46 GROUP 4 350-0051 ASPHALT RAKER -- 15.94 350-0250 CEMENT DUMPER - PAVING -- 15.94 350-0421 CONCRETE SAW OPERATOR -- 15.94 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR -- 15.94 350-0720 FALLER AND BUCKER - CHAIN SAW -- 15.94 350-0830 GRADE CHECKER 15.94 350-0951 HIGH SCALER -- 15.94 350-0966 HOD CARRIER -- 15.94 350-0981 JACKHAMMER -- 15.94 :350-1091 MANHOLE BUILDER -- 15.94 350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN -- 15.94 USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK* SANDBLAST, GUNNITE, SHOTCRETE) WATER aLASTER 350-1256 PAVEMENT BREAKER -- 15.94 350-1315 PIPE RELINER (NOT _INSERT TYPE) -- 15.94 350-1280 PIPELAYER AND CAULKER -- 15.94 CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 16 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 OCCUPATION: LABORERS IOCATION-* (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY ' NORTHERN BOUNCARY PIERCE, SAN JUAN, EXTENDED DUE WEST SKAGIT, SNOHOMISH, TO THE PACIFIC OCEAN), THURSTON, WHATCOM, AND THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, OKANOGAN WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE I 1 ***** * FEDERAL WAGE RATE GROUP LISTING ****** GROUP 4 350-1485 RAILROAD SPIKE PULLER (POWER) -- 15.94 350-1753 SPREADER (CONCRETE} -- 15.94 350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES -- 15.94 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) -- 15.94 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS -- 15.94 OPERATED TOOLS 350-1865 TINBERMAN - SEWER DAGGER, SHORER, S CRIBBER) -- 15.94 350--1905 TRACK LINER ( POWER) -- 15.94 350-2000 VIBRATOR -- 15.94 350-2091 WELL -POINT MAN -- 15.94 IGROUP 5 350-0200 CAISSON WORKER -- 16.30 35 0-1 110 MINER -- 16.30 350-1380 PO.WDERMAN -- 16.30 350-1500 RE-TIMBERMAN -- 16.30 OTHER 350-9350 FEDERAL: FOOTNOTE "C" - THE FOLLOWING REDUCED RATES MAY BE PAID ON PROJECTS WHICH HAVE A TOTAL VALUE LESS THAN $3 MLLLION, EXCLUDING THE COST OF ELECTRICAL, MECHANICAL AND UTIL- ITIES. UTILITIES INCLUDE SANITARY AND STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, ELECTRICITY, GAS AND COMMUNICATIONS. CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 17 �WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 GCCUPATION: LABORERS LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED PIERCE, SAN JUAN, SKAGIT, DUE WEST TO THE PACIFIC SNOHOMISH, THURSTON, OCEAN), WHATCOM9 AND THE PORTIONS OF THE FOLLOWING COUNTLES LYING WEST OF THE 120TH MERIDIAN: CHELAN, OKANOGAN OTHER 350-9351 GROUP 1 $ 8.46/HR. GROUP 2 10.78 GROUP 3 13. 14 GROUP 4 GROUP 5 L3.55 13.86 CITY OF RENTON MAY CREEK / CANYON OAKES ' STORM DRAIN PAGE 18 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LABORERS IOCATION: {STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS• MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES FRINGE BENEFITS HEALTH AND WELFARE 1.75 $/HR. STATE PENSILN 1.55 $/HR. STATE TRAINING FUND .13 $/HR. STATE I WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL ICODE DESCRIPTION RATE RATE *$*#** STATE WAGE RATE GROUP LISTING4# GROUP 1 1 I fl 1 353-2100 WINDOW CLEANER 8.46 -- GROUP 2 350-00.90 BATCH WEIGHMAN 10.78 -- 350-0460 CRUSHER FEEDER 10.78 -- 350-1260 PILOT CAR 10.78 -- 350-1870 TOOLROOM MAN IAT JOB SITE) 10.78 -- GROUP 3 350-0080 BALLAST REGULATOR MACHINE 15.46 -- 350-0240 CARPENTER TENDER 15.46 -- 350-0270 CEMENT FINISHER TENDER 15.46 -- 350-03.10 CHIPPER 15.46 -- 35 0- 0 34 0 CHUCK TENDER 15.46 -- 350-0350 CLEAN-UP LABORER 15.46 -- 350-0390 CONCRETE FORM STRIPPER 15.46 -- 35 0-047 0 CURING CONCRETE 15.46 --- 350-0520 DEMOLITION, WRECKING AND MCVING iINCL. 15.46 -- CHARRED MATERIALS) 350-0710 EPDXY TECHNICIAN 15.46 -- 350-0810 GABION BASKET BUILDER 15.46 -- 350-0820 GENERAL LABORER 15.46 _- 35 0-0860 GRINDERS 15.46 350-1370 POT TENDER 15.46 « CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 19 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LABORERS IOCATION: 4STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH .AND THURSTON COUNTIES WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION #� STATE WAGE RATE GROUP LISTING IGROUP 3 11 1 STATE FEDERAL RATE RATE 350-1390 POWDERMAN HELPER 15.46 -- 350-1765 STAKE HOPPER 15.46 -- 350-1880 TOPMAN - TAILMAN 15.46 -- 350-1940 TUGGER OPERATOR 15.46 -- 350-2030 VIBRATING SCREED (AIR, GAS CR ELECTRIC) 15.46 -- GROUP 4 350-0050 ASPHALT RAKER 15.94 -- 350-0250 CEMENT DUMPER - PAVING 15.94 -- 350-0420 CONCRETE SAW OPERATOR 15.94 -- 350-0650 DRILLER-- WAGON AND AIR TRACK OPERATOR 15.94 -- 350-0720 FALLER AND BUCKER - CHAIN SAW 15:94 - 350-0840 GRADE CHECKER AND TRANSIT MAN 15.94 -- 350-0950 HIGH SCALER 15.94 -- 350-0965 HOD CARRIER 15.94 -- 350-0980 JACKHAMMER 15.94 -- 350-1090 MANHOLE BUILDER 15.94 -- 350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN 15.94 - USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCKS SANDBLAST, GUNNITE, SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 15.94 -- 350-1315 PIPE RELINER (NOT INSERT TY.PE1 15.94 -- 350-1280 PIPELAYER AND CAULKER 15.94 -- 350-1485 RAILROAD SPIKE PULLER (POWER) 15.94 -- 350-1753 SPREADER )CONCRETE) 15.94 - 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES 15.94 -- 350-1840 TAMPER ( MULTIPLE AND SELF PROPELLED) 15.94 -- 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS 15.94 -- OPERATED TOOLS 350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, S CRIBBER) 15.94 -- CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN. I PAGE 20 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LABORERS LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KINGS KITSAP, LEWIS, MASON, PACIFIC, PIERCE* SNOHOMI SH AND THURSTON COUNTIES IWAGE RATES ' OCCUPATION CODE OCCUPATION DESCRIPTLON **#*** STATE WAGE RATE GROUP LISTING ****** IGROUP 4 STATE FEDERAL RATE RATE 350-1905 TRACK LINER (POWER) 15.94 t 350-2000 VIBRATOR 15.94 = 350-2090 WELL -POINT MAN 15.94 -- ' GROUP 5 350-0200 CAISSON WORKER 16.30 -- ' 350-1110 MINER 16..30 350-1379 POWDERMAN 16.30 350-1500 RE-TIMBERMAN 16.30 -- OTHER ' 350-9349 PLEASE NOTE: EFFECTIVE JUNE 91 1988, THE PAYMENT OF OVERRTIME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER ' CONDITIONS STIPULATED IN WAC 296-127-022. 350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS./DAY OR 40 HRS./WK., MON. THRU FRI., AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE- t UP DAY) SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS 350-9351 SHALL BE PAID DOUBLE THE REGULAR RATE. STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. 350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE HIGHEST LABORER'S CLASSIFICATION SUPERVISED. ICITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN I PAGE 21 §WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: LANDSCAPE CONSTRUCTION LOCATION: ISTATE) KING COUNTY FRINGE BENEFITS ' TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 $/HR. PLUMBER TOTAL HOURLY BENEFITS - LANDSCAPE 3.95 $/HR. EQUIPMENT OPERATOR WAGE RATES OCCUPATION OCCUPATION I CODE DESCRIPTION # STATE WAGE RATE GROUP LISTING 370-0030 IRRIGATION AND LANDSCAPE PLUMBERS 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS OTHER 370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY AND 40 HOURS PER WEEK SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. 370-9371 STATE: OVERTIME FOR LANDSCAPE PLUMBERS AND POWER EQUIPMENT OPERATORS - ALL HOURS IN EXCESS OF 8 HRS./DAY AND 40 HRS.lWK., MON. THRU SAT. SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 370-9377 STATE: EFFECTIVE JUNE 9, 1988 THE PAYMENT OF OVERTIME RATESIS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MON. THRU FRI., UNDER CONDITIONS STIPULATED IN WAC 296-127-022. ' CITY OF RENTON MAY CREEK / CANYON OAK ES ' STORM DRAIN STATE STATE STATE FEDERAL RATE RATE 10.62 -- 11 .50 -- 8 .00 -- PAGE 22 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 OCCUPATION: POWER EQUIPMENT OPERATORS 'OCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON? KING, KITSAP, LEWIS, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES FRINGE BENEFITS ' HEALTH AND WELFARE 1.95 $/HR. STATE PENSION 2.00 $/HR. STATE TRAINING FUND ..26 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL ' CODE DESCRIPTION RATE RATE ****# * STATE WAGE RATE GROUP LISTING #$# GROUP IA 570-2141 CRANE - OVERHEAD, BRIDGE TYPE 100 TONS 19.23 AND OVER 570-2244 CRANE - 100 TONS AND OVER, OR 200 FT. OF BOOM 19.23 -- INCL. JIB AND OVER ' 570-4361 LOADER - 8 YDS AND OVER 19.23 w 570-6315 SHOVEL AND ATTACH., 6 YDS-. AND OVER 19.23 -- GROUP 1 570-1325 CABLEWAYS 18.73 - 570-2126 CRANE - OVERHEAD, BRIDGE TYPE 45 TONS 18.73 -- THRU 99 TONS 570-2261 CRANE - 45 TONS AND UP TO 100 TONS OR, 150 18.73 - FT. OF BOOM INCL. JIB 570-3775 HELICOPTER WINCH 18.73 -- 570-4302 LOADER - OVERHEAD, 6 YOS AND UP TO 8 YDS 18.73 -- 570-4705 MUCKING MACHINE, MOLE, TUNNEL DRILL 18.73 -- AND/Ok SHIELD 570-5425 QUAD 9 AND SIMILAR, D-10 AND HD-41 18.73 -- 57 0-5 547 REMOTE C ONTRO L OPERATOR, ETC. 18.73 -- ' 570-5621 ROLLAGON 18.73 - 570-6060 SCRAPERS, SELF-PROPELLED, 45 YDS. AND OVER 18.73 570-6300 SHOVEL, BACKHOES OVER 3 YDS. UP TO 6 YDS. 18.73 - 570-6405 SLIPFORM PAVERS 18.73 570-6720 TOAER CRANE - 18.73 ' CITY OF RENTON MAY CREEK / CANYON RAKES STORM DRAIN ' PAGE 23 IWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 LCCUPATI ON: POWER EQUIPMENT OPERATORS 10CATIGN: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS1 PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATC OM COUNTIES WAGE RATES I OCCUPATION CODE 1 OCCUPATION OESCRIPTLON STATE WAGE RATE GROUP LISTING **4*** GROUP 1 570-6915 TRANSPORTERS, ALL TRACK OR TRUCK TYPE GROUP 2 570-1229 BUMP CUTTER 570-1485 CHIPPER 570-1771 CONCRETE BATCH PLANT OPERATOR 570-2111 CRANE — OVERHEAD, BRIDGE TYPE 20 TONS THRU 44 TONS 570-2365 CRANE — 20 TONS UP TO AND INCL. 45 TONS 570-2546 CRUSHERS 57G-2 621 DERRICK 570-2905 DRILLING MACHINE 570-3131 FINISHING MACHINE 570-428 5 LOADER — OVERHEAD, UNDER 6 YDS 570-4452 LOCOMOTI VESs ALL 570-4542 MECHANICS, ALL 570-4615 MIXERS, ASPHALT PLANT 570-4645 MOTOR PATRCL GRADER, FINISH.ING,, BLUETOPS, PULLING SLOPES, DITCHES, ETC. 570-4855 PAVE OR CURB EXTRUDER, ASPHALT AND CONCRETE 570-4990 PILEDRIVER 570-5005 PILEDRIVER, SKID TYPE 570-5365 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM ATTACHMENT 570-576 2 ROTO—MILL PAVEMENT PROFILER 570-6045 SCRAPERS, SELF—PROPELLED, UNDER_45 YDS. 570-6 075 SCREED MAN 570-6285 SHOVEL, BACKHOES 3 YDS. AND UNDER 570-6540 SUB —GRADER, TRIMMER 570-6870 TRACTOR, 60 HP AND OVER, SACKHOE AND ATTACH. CITY OF RENTON MAY CREEK / CANYON CAKES STORM DRAIN STATE FEDERAL RATE RATE 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 —_ 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 -- 18.29 18.29 -- 18.29 -- 18.29 -- 18.29 -- PAGE 24 r1Y—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 OCCUPATION.• POWER EQUIPMENT OPERATORS IOCATION: ISTATE: POWER EQUIPMENT OPERATORS) CLALLAM, GRAYS HARBOR, ISLANDS JEFFERSON9 KING, KITSAP, LEWIS, PACIFIC, PIERCE, SKAGIT, SNOHOMLSHs THURSTON AND WHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTLON RATE RATE I**#*** STATE WAGE RATE GROUP LISTING *4** * GROUP 3 i570-0115 A -FRAME CRANE, OVER 10 TONS 17.93 -- 570-1991 CONCRETE PUMP 17.93 -- 570-2096 CONVEYORS 17.93 -- 570-2349 CRANE — UP TO 20 TONS 17.93 570-2756 DOZER — D9 AND UNDER, YO—YGs PAY DOZER 17.93 570-3085 EQUIPMENT SERVICE ENGINEER 17.93 -- 570-3326 FORK LIFT 17.93 570-3910 HOISTS, AIR TUGGERS, ETC. 17.93 570-3955 HYDRALIFTS/BOOM TRUCKS OVER 10 TONS 17.93 — 570-4392 570-4632 LOADER - ELEVATING TYPE MOTOR PATROL GRADER, NON -FINISHING 17.93 17.93 570-4795 OILER DRIVER ON TRUCK CRANE 17.93 - 570-5732 ROLLERS, ON PLANT, ROADMIX OR MULTI -LIFT 17.93 -- MATERIALS 570-5985 SAWS, CONCRETE 17.93 — 570-6015 SCRAPERS, CARRY ALL 17.93 - 573-6030 SCRAPERS, CONCRETE 17.93 ' 570-6480 SPREADER, SLAW KNOX, ETC. 17.93 570-6855 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 17.93 -- 570-7005 TRENCHING MACHINE 17.93 - GROUP 4 570-0130 A —FRAME CRANE, 10 TONS AND UNDER 15.83 570-0285 ASSISTANT ENGINEERS 15.83 570-0965 BOBCAT 15.83 -- 570-1165 BROOMS 15.83 570-1726 COMPRESSORS 15.83 -s 570-3505 GRADE CHECKER AND STAKEMAN 15.83 - 570-3970 HYDRALIFTS/BOOM TRUCKS 10 TONS AND UNDER 15.83 570-4752 OIL DISTRIBUTORS, BLOWERSs ETC. 15.83 CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN 1 PAGE 25 �WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: POWER EQUIPMENT OPERATORS �OCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, ICING, KITSAP, LEWIS, PACIFIC, PIERCE, SKAGIT# SNOHOMISH, THURSTON AND WHATCOM COUNTIES WAGE RATES ' OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE U#:**** STATE WAGE RATE GROUP LISTING GROUP 4 570-4869 PAVEMENT BREAKER 15.83 -- 570-4975 PERMANTNT SHAFT -TYPE ELEVATOR 15.83 -- 570-5156 POSTHOLE DIGGER, MECHANICAL 15.8.3 -- 570-5215 POWER PLANT 15.83 -- 570-5244 PROBE TENDER - ROTO MILL 15.83 -- 570-541U PUMPS, WATER 15.83 -- 570-5682 ROLLER, OTHER THAN PLANT RGAO MIX 15.83 -- 570-7290 WHEEL TRACTORS, FARMALL TYPE 15.83 -- OTHER 570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI., AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED AS A MAKE --UP DAY), SHALL BE PAID AT 1 112 TIMES THE REGULAR RATE. ALL HOURS WORKED SUN. AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 570-9572 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRI DAY AND SATURDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. 570-9574 STATE: LEADMAN - $0.30 OVER MECHANIC 570-9576 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES I5 NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS, OF 8 HOURS PER DAY, MON. THRU FRI., UNDER THE CONDITIONS STILPULATED IN WAC 296-127-022. CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 26 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, L989 OCCUPATION:- POWER EQUIPMENT OPERATORS IOCATION: (FEDERAL: POWER EQUIPMENT OPERATORS)_ CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE PARTS OF THE YAKIMA COUNTY LYING WEST OF THE 120TH MERIDIAN. ' FRINGE BENEFITS TOTAL HOURLY BENEFITS 4.21 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE ****#* FEDERAL WAGE RATE GROUP LISTING ****** GROUP 1 570-2141 CRANE - OVERHEAD, BRIDGE TYPE 100 TONS -- 19.23 AND OVER 570-2244 CRANE - 100 TONS AND OVER, OR 200 FT. OF BOOM -- 19.23 INCL. JIB AND OVER 570-4361 LOADER - 8 YDS AND OVER - 19.23 570-6315 SHOVEL AND ATTACH., 6 YDS. AND OVER -- 19.23 GROUP 2 570-1325 CABLEWAYS 18.73 570-2126 - CRANE - OVERHEAD, BRIDGE TYPE 45 TONS 18.73 THRU 99 TONS 570-2261 CRANE - 45 TONS AND UP TO 100 TONS OR, 150 -- 18.T3 ' FT. OF BOOM INCL. JIB 570-3775 HELICOPTER WINCH -- 18.73 570-4302 570-4705 LOADER - OVERHEAD, 6 YOS AND UP TO 8 YDS - MUCKING MACHINE, MOLE, TUNNEL DRILL 18.73 18.73 AND/OR SHIELD 570-5425 QUAD 9 AND SIMILAR, D-10 AND HO-41 -- 18.73 570-5547 REMOTE CONTROL OPERATOR, ETC. -- 18.73 570-5621 ROLLAGON 18.73 570-6060 SCRAPERS, SELF-PROPELLED, 45 YDS. AND OVER 18.73. 570-6300 SHOVEL, BACKHOES OVER 3 YOS. UP TO 6 YDS. _ 18.73 570-6405 SLIPFORM PAVERS 18.73 ' CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 27 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: POWER EQUIPMENT OPERATORS OCATION: (FEDERAL: POWER EQUIPMENT OPERATORS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE 'WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE PARTS OF THE YAKIMA COUNTY LYING WEST OF THE 120TH MERIDIAN. WAGE RATES IOCCUPATION CODE 1 11 I OCCUPATION DESCRIPTION ****** FEDERAL WAGE RATE GROUP LISTING ****** GROUP 2 STATE FEDERAL RATE RATE 570-6720 TOWER CRANE -- 18.73 570-6915 TRANSPORTERS. ALL TRACK OR TRUCK TYPE -- 18.73 GROUP 3 570-1229 BUMP CUTTER -- 18.29 570-1485 CHIPPER -- 18.29 570-1771 CONCRETE BATCH PLANT OPERATOR -- 18.29 570-2111 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS -- 18.29 THRU 44 TONS 570-2365 CRANE - 20 TONS UP TO AND I KCL. 45 TONS -- 18.29 570-2546 CRUSHERS -- 18.29 570-2621 DERRICK -- 18.29 570-2905 DRILLING MACHINE -- 18.29 570-3131 FINISHING MACHINE -- l8.29 570-4285 LOADER- OVERHEAD* UNDER 6 YDS -- 18.29 570-4452 LOCOMOTIVES, ALL - 18.2.9 570-4542 MECHANICS* ALL' -- 18.29 570-4615 MIXERS, ASPHALT PLANT -- 18.29 570-4645 MOTOR PATROL GRADER, FINISHING:, BLUETOPS, - 18.29 PULLING SLOPES* DITCHES* ETC. 570-4990 PILEDRIVER -- 18.29 570-5365 PUMP TRUCK MOUNTED CONCRETE PUMP WITH -- 18.29 BOOM ATTACHMENT 570-6045 SCRAPERS, SELF-PROPELLED• UNDER 45 YDS. -- 18.29 570-6075 SCREED MAN 18.29 570-6285 SHOVEL, BACKHOES 3 YDS. AND UNDER -- 18.29 570-6540 SUB -GRADER, TRIMMER -- 18.29 CITY OF RENTON MAY CREEK' / CANYON OAKES STORM DRAIN I PAGE 28 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 UCCUPATI ON: POWER EQUIPMENT OPERATORS 10CATIUN: (FEDERAL: POWER EQUIPMENT OPERATORS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAPr LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAiN JUAN, Si(AGIT, SNOHOMISH, THURSTON, WHATCOM AND THE PARTS OF THE YAKIMA COUNTY LYING WEST OF THE 120TH MERIDIAN. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE I ****** FEDERAL WAGE RATE GROUP LISTING GROUP 3 h 570-6870 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH. -- 18.29 GROUP 4 570-0115 A -FRAME CRANE, OVER 10 TONS -- 17.93 570-1991 CONCRETE PUMP -- 17.93 570-2096 CONVEYORS -- 17.93 570-2349 CRANE - UP TO 20 TONS -- 17.93 570-2756 DOZER - D9 AND UNDER, YO-YO, PAY DOZER -- 17.93 570-2935 DRIVER ON TRUCK CRANES OVER 45 TONS -- 17.93 570-3085 EQUIPMENT SERVICE ENGINEER -- 17.93 570-3326 FORK LIFT - 17.93 570-3910 HOISTS: AIR TUGGERS, ETC. -- 17.93 570-4392 LOADER - ELEVATING TYPE - 17.93 570-4632 MOTOR PATROL GRADER, NON -FINISHING -- 17.93 570-4692 MUCKING MACHINE, ETC. -- 17.93 570-5732 ROLLERS, ON PLANT, ROADMIX OR MULTI -LIFT - 17.93 MATERIALS 570-5985 SAWS, CONCRETE 17.93 570-6015 SCRAPERS, CARRY ALL -- 17.93 570-6480 SPREADER, BLAN KNOX* ETC. - 17.93 570-6855 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. -- 17.93 570-7005 TRENCHING MACHINE -- 17.93 GROUP 5 570-0285 ASSISTANT ENGINEERS - 15.83 570-1165 BROOMS -- 15.83 CITY OF RENTON MAY CREEK / CANYON OAK ES STORM DRAIN h PAGE 29 WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 OCCUPATION: POWER EQUIPMENT OPERATORS IOCATION: (FEDERAL: POWER EQUIPMENT OPERATORS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAG_IT, SNOHOMISH, THURSTON, WHATCOM AND THE PARTS OF THE YAKIMA COUNTY LYING WEST OF THE 120TH MERIDIAN. IWAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTLON **-**** FEDERAL WAGE RATE GROUP LISTING *#*#$* GROUP 5 570-1726 COMPRESSORS 570-3505 GRADE CHECKER AND STAKEMAN 570-3970 HYDRALIFTS/80 0M TRUCKS 10 TONS AND UNDER 570-4752 OIL DISTRIBUTORS, BLOWERS, ETC. 5701-4812 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER 570-4869 PAVEMENT BREAKER 570-5156 POSTHOLE DIGGER, MECHANICAL 570-5215 POWER PLANT 570-5410 PUMPS, DATER 570-5682 ROLLER, OTHER THAN PLANT ROAD MIX 570-7290 WHEEL TRACTORS, FARMALL TYPE OTHER 570-9570 FEDERAL: FOOTNOTE "D" - 85% OF THE BASE RATE PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE PROJECTS MEETING THE FOLLOWING CRITERIA: 1. PROJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN 1.5 MILLION EXCLUDING MECHANICAL, ELEC- TRICAL AND UTILITY PORTICNS Of THE CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN STATE FEDERAL RATE RATE -- 15.83 -- 15.83 -- 15.83 -- 15.83 15.83 -- 15.83 -- 15.83 -- 15.83 -- 15.83 -- 15.83 -- 15.83 PAGE 30 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 QCCUPATI ON: POWER EQUIPMENT OPERATORS 10CATION: f FEDERAL: POWER EQUIPMENT OPERATCRS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON? KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON* WHATCOM AND THE PARTS OF THE YAKIMA COUNTY LYING WEST OF THE 120TH MERIDIAN. OTHER ' 570-9572 CONTRACT. UTILITIES INCLUDE SANITARY AND STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND COMMUNICATIONS. 2. PROJECTS OF LESS THAN $1 MILLION WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE 570-9574 EXCLUDED FROM THE COST OF PROJECT. 3. MARINE TYPE PROJECTS SUCH AS DOCKS S WHARFS UNDER $150,000. I I CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN I PAGE 31 IWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: SURVEYORS �OCATION: CLAL.LAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS9 MASONS PACIFICs PIERCEt SKAGIT, SNOHCMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS ' TOTAL HOURLY BENEFIT — PARTY CHIEF .00 FEDERAL TOTAL HOURLY BENEFIT — INSTRUMENT ..00 FEDERAL PERSON TOTAL HOURLY BENEFIT — CHAIN PERSON .00 FEDERAL WAGE RATES OCCUPATION OCCUPATION CODE D E SCRI P T LON *#***** STATE RAGE RATE GROUP -LISTING #*##*** STATE FEDERAL RATE RATE 720-0010 CHAIN PERSON 9.35 -- 720-0040 INSTRUMENT PERSON IJUNIOR ENGINEER) 11.40 -- 720-0060 PARTY CHIEF 13.40 -- OTHER 720-9010 STATE: 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 REGULAR RATE OF PAY. 720-9015 STATE: NOTE — EFFECTIVE JUNE 9s 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF EIGHT HOURS PER DAY UNDER CONDITIONS STIPULATED IN 1IAC 296-127-022. ' CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 32 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 171 1939 OCCUPATIUN: TEAMSTERS OCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES 1 FRINGE BENEFITS fl HEALTH AND WELFARE PENSION WAGE RATES OCCUPATION CODE 1.89 $/HR. 1.82 $/HR. OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** 730-0010 A -FRAME OR HYDRAL IFT TRUCKS OR SIMILAR EQUIPMENT WHEN A -FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730-0080 BUGGYMOB ILE AND SIMILAR 730-0100 BULK CEMENT TANKER 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WA REHOUSING 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL 730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING. SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN STATE STATE STATE FEDERAL RATE RATE 18.14 -- 17.83 -- 17.99 -- 17.66 -- 18.01 17.66 -- 17.56 I PAGE 33 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE. AND THURSTON COUNTIES ' WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ***** * STATE WAGE RATE GROUP LISTING ****** 730-0210 DUMPSTERS. AND SIMILAR EQUiPMENT:TOURNO- ROCKERS* TOURNOWAGON9 TOURNLTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING 'WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS. 73G-0240 DUMPSTERS. AND SIMILAR EQUI:PMENT:TOURNO- RGCKERS* TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA,.LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTLNG MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS* SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN STATE FEDERAL RATE RATE 17.78 18.32 18.16 PAGE 34 �WY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, OCCUPATION: TEAMSTERS [OCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, PACIFIC, PIERCE, AND THURSTON COUNTIES 1 WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** 1989 +MASON , STATE FEDERAL RATE RATE 730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— 17.99 -- KOCKERS s TOURNOWAGON, TOURNOTRAIL ER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR —WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP — LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS# SIDE, END AND BOTTOM DUMP, INCLUDING SEMI —TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS 730-0220 DUMPSTERS, AND SIMILAR EQULPMENT:TOURNO— 17.94 -- ROCKERS# TOURNOWAGON, TOURNOTRAILERs CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR —WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP — LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDES END AND BOTTOM DUMP, INCLUDING SEMI —TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS 730-0260 DUMPSTERS# AND SIMILAR EQUIPMENT:TOURNO— 18.48 -- ROCKERS, TOURNOWAGON, TOU RNOTRAIL ER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR —WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP — LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS* SIDE, END AND BOTTOM 'DUMP, INCLUDING SEMI —TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS 730-0405 ESCORT DRIVER OR PILOT CAR 12.50 -- 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.88 -- EQUIPMENT 730-0460 FLAHERTY.SPREADER 17.99 -- CITY OF RENTON MAY CREEK / CANYON CAKES STORM DRAIN PAGE 35 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES IWAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE #****$ STATE WAGE RATE GROUP LISTING ****** 730-0500 FLATBED TRUCK, DUAL REAR AXLE 17.77 -- 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 15.75 -- 730-0610 FUEL TRUCK. GREASE TRUCK, GREASER, BATTERY SERVICE MAN AND/OR TIRE SERVICE MAN 17.66 -- 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE 17.83 -- AGGREGATES) 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND 17.56 -- BATCH PLANTS 730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100 18.32 -- TONS GROSS 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 17.88 -- TONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS GROSS TO AND INCLUDING 100 TONS GROSS 18.16 -- 730-0800 MECHANIC 18.00 -- 730-0810 MECHANIC HELPER 17.41 730-0910 OIL DISTRIBUTOR DRIVER IROAD). 17.99 730-1035 OIL/TRANSPORT TANKER 15.37 _- 730-1025 PICK-UP SWEEPER 15.75 --- 730-1010 PICK-UP TRUCK 15.75 -- 730-1100 SCISSORS TRUCK 17.66 -- 7,30-1140 SLURRY TRUCK DRIVER 17.88 -- 730-1160 730-1190 SNO-GO AND SIMILAR EQUIPMENT STRADDLE CARRIER IROSS, HYSTER AND SIMILAR) 17.88 N 17.83 730-1200 SWAMPER 17.56 -- 730-1300 TEAM DRIVER 17.61 -- 730-1350 TRACTOR, SMALL RUBBER -TIRED (WHEN USED WITHIN 17.66 -- TEAMSTER JURISDICTION) 730-1520 TRANSIT -MIX USED EXCLUSIVELY IN HEAVY 18.20 -- CONSTR.:OVER 6 YDS. TO AND INCL. 8 YDS. ' 730-1515 TRANSIT -MIX USED EXCLUSIVELY IN HEAVY M 18.04 CONSTR.: OVER 4 112 YDS TO AND INCL. 6 YDS. 730-1570 TRANSIT -MIX USED EXCLUSIVELY IN HEAVY 19.01 -- ' CONSTR.:OVER 20 YOS. ICITY OF RENTON MAY CREEK / CANYON OAKES ISTORM DRAIN PAGE 36 �WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 OCCUPATION: TEAMSTERS �OCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, PACIFIC, PIERCES AND THURSTON COUNTIES IWAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION 1989 MASON, STATE FEDERAL RATE RATE ###x STATE WAGE RATE GROUP LISTING# 730-1560 TRANSIT -MIX USED EXCLUSIVELY IN HEAVY 18.85 -- C ONSTR.:OVER 16 YDS. TO AND INCL. 20 YDS. 730-1550 TRANSIT -MIX USED EXCLUSIVELY IN HEAVY 18.69 C ONSTR.:OVER 12 YDS. TO AND INCL. 16 YDS. 730-1540 TRANSIT -MIX USED EXCLUSIVELY IN HEAVY 18.53 N CONSTR.:OVER 10 YDS. TO AND INCL. 12 YDS. 730-1530 TRANSIT -MIX USED EXCLUSIVELY IN HEAVY .18.36 -- CONSTR.:OVER 8 YOS. TO AND INCL. 10 YOS. 730-1501 TRANSIT -MIX, USED EXCLUSIVELY IN HEAVY 17.87 -- 730-1750 CONSTR. - 0 VACUUM TRUCK YDS. TO AND INCL. 4 112 YDS. 17.66 w 730-1810 WAREHOUSEMAN AND CHECKERS 17.56 -- 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.99 -- 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 17..66 -- GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS 17.83 -- TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.88 s 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.66 -- t 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17.66 -- OTHER 730-9730 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI., AND ALL HOURS WORKED ON SATURDAYS, (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID AT 1 112 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN L. PAGE 37 nY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 171 1989 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBORS JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES ul 1 L OTHER 730-9731 STATE: HOLIDAYS — NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS— GIVING DAY AND CHRI STMAS DAY. CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN PAGE 38 0WY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 179 1989 1CCUPATION: TEAMSTERS �JCATI ON : CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, K ITSAP, K ITT ITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, PACIFIC {THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA jFRINGE BENEFITS TOTAL HOURLY BENEFITS 3.64 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTLON RATE RATE I#**** * FEDERAL RAGE RATE GROUP LISTING * ****# I L' IL 730-0010 A —FRAME. OR HYDRALIFT TRUCKS OR SIMILAR EQUIPMENT WHEN A —FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730-0080 BUGGYMOBILE AND SIMILAR 730-0100 BULK CEMENT TANKER 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS CN' JOB SI TES:WAREHOUSING 730-0120 BULL LIFTS,, OR SIMILAR EQULPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL 730-0145 CHECKERS 730-0200 DUMPSTERSs AND SIMILAR EQUIPMENT:TOURNO— ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR —WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP — LOADED EQUIPMENT TRANSPORTLNG MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI —TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN 17.64 17.33 17.49 17.16 -- 17.51 -- 17.06 -- 17.16 PAGE 39 AY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: TEAMSTERS DLATION: CLALLAM9 GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS. MASONt PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MER.IDLAN: CHELAN, DOUGLAS, OKANOGAN AND YAK.IMA 1 WAGE RATES 1 I OCCUPATION CODE OCCUPATION DESCRIPTION ****** FEDERAL 'WAGE RATE GROUP LISTING *#**** 730-02LO DUMPSTERS9 AND SIMILAR EQULPME.NT:TOURNO- RO.CKERS, TOURNOWAGON, TOU RNOTRAIL ER, CAT OW SERIES. TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS. SIDE., END AND BOTTOM DUMP. INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS 730-0220 DUMPSTERS, AND SIMILAR EQULPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS 730-02.30 DUMPSTERS, AND SIMILAR EQUIPMENT:TCURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR NTH TRAILER AND SIMILAR TOP -- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN STATE FEDERAL RATE RATE 17.38 17.44 17.49 PAGE 40 WY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: TEAMSTERS 10CATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITT ITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND THE PORTIONS OF THE FOLLLOWING CCUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAK ILIA WAGE RATES Q OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 1 [l ul I ***** FEDERAL WAGE RATE GROUP LISTING ****$* 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- .ROCKERS, TOURNOWAGON, TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED P OirER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE• END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOUR NOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YOS. TO AND INCL. 40 YDS. 730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNCTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR -WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP - LOADED EQUIPMENT TRAN.SPORTLNG MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI -TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS CITY OF RENTON MAY CREEK / CANYON OAKES STORM DRAIN 17.66 17.82 17.98 PAGE 41 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: TEAMSTERS IOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON• WHATCUM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND THE PORTIONS OF THE FOLLLOWING CGUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA WAGE RATES OCCUPATION CODE - OCCUPATION DESCRIPTION ****** FEDERAL WAGE RATE GROUP LISTING ****** STATE FEDERAL RATE RATE 730-0400 ESCORT DRIVER - 12.00 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR -- EQUIPMENT 17.38 730-0460 FLAHERTY SPREADER -- 17.16 730-0500 FLATBED TRUCK, DUAL REAR AXLE -- 17.27 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 15.25 730-0610 _ FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY 17.16 SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE -- 17033 t AGGREGATES) 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND - 17.06 730-0730 BATCH PLANTS LOWBED AND HEAVY DUTY TRAILER: OVER 100 - 17.82 TONS GROSS 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 - 17.38 TONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS - 17.66 GROSS TO AND INCLUDING 100 TONS GROSS 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17.38 73 0-1010 PICK-UP TRUCK = 15.25 730-102 0 PILOT CAR -- 12.00 730-1100 730-1140 SCISSORS TRUCK SLURRY TRUCK DRIVER _ .17.16 17.38 73 0-1160 SNO-GO AND SIMILAR EQUIPMENT -- 17.38 730-1190 STRADDLE CARRIER CROSS: HYSTER AND SIMILAR) - 17.33 730-1200 SWAMPER 17.06 730-1300 TEAM DRIVER 17.11 730-1350 TRACTOR, SMALL RUBBER -TIRED (WHEN USED WITHIN -- i7.16 ' TEAMSTER JURISDICTION) CITY OF RENTON MAY CREEK / CANYON CAKES STORM DRAIN PAGE 42 IWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: TEAMSTERS LOCATION: CLALLAjMv GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, wHATCOM, PACIFIC ( THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC GCEAN), AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAK IMA WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE RATE **#*#T FEDERAL WAGE RATE GROUP LISTING *#**** 730-1405 TRANSIT MIX, - 17.54 OVER 4 YDS. TO AND INCLUDING 6 YDS. 730-.1425 TRANSIT MIX, -- 17.86 OVER 8 YDS. TO AND INCLUDING 10 YDS. 730-1415 TRANSIT MIX, - 17.70 OVER 6 YDS. TO AND INCLUDING 8 YDS. 730-1447 TRANSIT MIX, - 18.35 OVER 16 YDS. TO AND INCLUDING 20 YDS. 730-1445 TRANSIT MIX, -- 18.19 OVER 12 YDS. TO AND INCLUDING 16 YDS. 730-1435 TRANSIT MIX, -- 18.03 OVER 10 YOS. TO AND INCLUDING 12 YDS. 7.30-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: -- 18.51 OVER 20 YDS. 730-1500 TRANSIT -MIX, 0 TO AND INCLUDING 4.5 YDS. -- 17.37 730-1750 VACUUM TRUCK 17.16 730-1810 WAREHOUSEMAN AND CHECKERS 17.06 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 - 17.16 GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS -- 17.33 730-2210 TO 3000 GALLONS WINCH TRUCK: DUAL REAR AXLE 17.38 730-2200 WINCH TRUCK: N SINGLE REAR AXLE 17.16 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT -- 17.16 i1 CITY OF RENTON MAY CREEK / CANYON OAKES ISTORM DRAIN IPAGE 43 4Y-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MAY 17, 1989 OCCUPATION: TEAMSTERS 10CATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, 1 1 OTHER 1 n .1 1 LEWIS, MASON, PIERCES SAN JUAN, SKAGIT, SNJHOMISH, THURSTON, WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND THE PORTIONS OF THE FOLLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA 730-9730 FEDERAL: FOOTNOTE "D" - 85% OF THE BASE RATE PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING PROJECTS: 1. PROJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN $1,500,000 EXCLUDING MECHANICAL, ELECTRICAL AND UTILITY PORTIONS OF THE 730-9731 CONTRACT. UTILITIES INCLUDE SANITARY E STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND COMMUNICATIONS. 2. PROJECTS OF LESS THAN $190009000 WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE 730-9732 EXCLUDED FROM THE COST OF PROJECT. 3. MARINE TYPE PROJECTS SUCH AS DOCKS E WHARFS UNDER $150,000. CITY OF RENTON MAY CREEK I CANYON CAKES STORM DRAIN PAGE 44 r REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL POLLUTION AND S RVA TOBI L RESOURCES In accordance with the provisions of Chapter 62, Laws of 1973, r 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: King County Ordinance No. 1527 requires Building and Land Development Division an Hy raulics Division review of grading and filling permits and unclassified use permits in flood hazard areas. Resolution No. 36230 establishes storm drain design standards to be incorporated into project design stand- ards to be incorporated into project design by Engineering Services. Reivew by Hydraulics Division. King County Ordinance No. 800, No. 900, No. 1006 and Resolution o. 8778, No. o. 24834, No. 6894 and No. 11242 contained in King County Code Titles 8 and 10 are provisions for disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. Puget Sound Air Pollution Control Agency Regulation I: A regu- lation to control the emission air contaminants trom 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.C.W. 90.48: Enacted to maintain the highest possible standards to ensure the purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife, birds, game, fish, and other aquatic life, and the industrial development of the State, and to that end require the use of all known available and reasonable methods by industries and others to prevent and control the pollution of the waters of the State of Washington. It is unlawful to throw, drain, run or otherwise discharge into any of the water of this State any organic or inorganic matter that shall cause or tend to cause pollution of such waters. The law also provides for civil.penalties of $5,000/day for each violation. rR.C.W. 70.95: Establishes uniform statewide program for handling solid wastes which will prevent land, air and water pollution. Makes it unlawful to dump or deposit solid wastes onto or under the surface of the ground or into the waters of this State except at a solid waste disposal site for which there is a valid permit. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.W. 76.04.370: Provides for abatement of additional fire haz- ard (lands upon which there is forest debris) and extreme fire hazard (areas of additional fire hazard near building, roads, campgrounds, and school grounds). The owner and/or person respons- ible is fully liable in the event a fire starts or spreads on property on which an extreme fire hazard exists. R.C.W. 76.04.010: Defines terms relating to the suppression or abatement of forest fires or forest fire conditions. R.C.W. 70.94.660: Provides for issuance of burning permits for a ating or prevention of forest fire hazards, instruction or silvicultural operations. R.C.W. 76.04.310: Stipulates that everyone clearing land or clearing rig t-of-way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses, or at such other times as the department may specify, and in compliance with the law requiring burning permits. ' R.C.W. 78.44: Laws governing surface mining (including sand, gravel, stone, and 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 land rec amation. W.A.C. 332-24: Codifies requirements of R.C.W. 76.04 pertaining to land c earing and burning. U. S. ARMY CORPS OF ENGINEERS Section 1 of the River and Harbor Act of June 13, 1902: Author- izes Secretary o Army 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 PL92-500 86 tat. 816 : Authorizes the Secretary of the Army, acting t roug t e Corps of Engineers, to issue permits for the discharge of dredged or fill material into the navigable waters at specified disposal sites. Permits'may be denied if it is determined that such discharge will have adverse effects on municipal water supplies, ' shell fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act approved March 3 1899: Provides that discharge of refuse without 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 por- tion of the fine. -2- PERMITS REQUI RED FOR THE PROJECT ARE AS FOLLOWS: KING COUNTY BUILDING AND LAND DEVELOPMENT DIVISION King County Resolution No. 25789 requires an unclassified use permit for filling, quarrying including borrow pits and associ- ated activities such as asphalt plants, rock crushers) and refuse disposal sites and provides for land reclamation subse- quent to these activities. A copy is available at the Department of Public Works or Building and Land Development Division. Shoreline Management Act 1971 requires a permit for construction on State shorelines. Permit —acquired by Public Works and reviewed by Building and Land Development Division. ' King County Ordinance No. 1488 requires permit for grading, land tills, gravel pits, dumping, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAME Cha ter-112, Laws of 1949: Requires hydraulics permit on certain projects. King County Department of Public Works will obtain._) WASHINGTON STATE DEPARTMENT OF ECOLOGY W.A.C. 173-220: Requires a National Pollutant Discharge Elimination System N D permit before discharge of pollutants from a point source into the navigable waters of the State of Washington. W.A.C. 372-24: Permit to discharge commercial or industrial waste waters into tate surface or ground water (such as gravel washing, pit operations, or any operation which results in a discharge which contains turbidity.) ' W.A.C. 508-12-100: Requires permit to use surface water. W.A.C. 508-12-190: Requires that changes to permits for water use e reviewed y t e Department of Ecology whenever it is desired to change the purpose of use, the place of use, the pointof withdrawal and/or the diversion of water. W*.A.C. 508-12-220: Requires permit to use ground water. W.A.C. 508-12-260: Requires permit to construct reservoir for water storage. W.A.C. 508-12-280: Requires permit to construct storage dam. W.A.C. 508-60: Requires permit to construct in State flood controT zone. King County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.). PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE.DEPARTMENT OF NATURAL RESOURCES R.C.W. 76,04.150: Recuires burning permit for all fires except ' or small outdoor fires for recreational purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.W. 76.04.150, ' 76.04.170, 76.04.180, and 70.94 due to exteme fire weather or to prevent restriction of visibility and excessive air pollution. R.C.W. 76.08.030: Cutting permit required before cutting merchant- able timber. R.C.W. 76.08.275: Operating permit required before operating power equipment in dead or down timber. R.C.W. 78.44.080: Requires permit for any surface mining opera- tion (including sand, gravel, stone, and earth from borrow pits). UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act.of March 3, 1899: Requires permit for construction (other than bridges, see U. S. Coast Guard administered permits) on navigable waters (King County Department of Public Works will obtain). [i I FIRE PROTECTION DISTRICT R.C.W. 52.28.010, 52.28.020, 52.28.030, 52.28.040, 52.28.050: Provides authority or, requirements of, an penalties for failure to secure a fire permit for building an open fire within a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harbor Act of March 3 1899, General Bridge Act of March 23, 1906, and General Bridge —Act of 1946 as amended August 2, 1956:--Requires a permit for construction of bridge on navigable waters (King County Department of Public Works will obtain). King County Department of Public Works will comply with pertinent sections of the following laws while securing the afore- mentioned permit: Section 4(f) of Department of Transportation Act, National Environmental Policy Act of 1969, Water Quality Improvement Act of 1970. PUGET SOUND AIR POLLUTION CONTROL AGENCY tions are in compliance.with 9.02 (outdoor fires), Section and Section 9.15 (preventing airborne). egulation I: Request for verifica- Contractor should be sure his opera - Regulation I, particularly Section 9.04 (particulate matter --dust), particulate matter from becoming I -4- PERMITS REQUIRED FOR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY ' Title 40, Chapter Ic, Part 61: Requires that the Environmental Protection Agency be n_ot_1'F'1_eU 5 days prior to the demolition of any structure containing asbestos material (excluding residential structures having fewer than 5 dwelling units). The above requirements will be applicable only where called for ' on the various road projects. Copies of these permits, ordinances, laws, and resolutions are available for inspection at the Office of the Director of Public Works, 900 King County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarize himself with all requirements therein. ' All costs resulting therefrom shall be included in the Bid Prices and no additional compensation shall be made. All permits will be available at construction site. 1 1 1 1 1 1 1 1 1 1 -S- ppRI,,,T 421 a ATt, T b0U 7^ �I7 F{ i a� OUivT I; , 5yh 546 S�h 5 (46 5Ci96 �96 546 yb r 596 ^96 596 38 65 00 STUM' SEWER UNCAPITALIZ EXP �R 5t 4093 I_4o�/RtNTCN` VI LL••Gr. 38 6 4997 I-405/P-1 CULVERT/CmArNNEL 4994 GYPSY CREEK/I-4(15 CULVERT 38 65 �004 WINDSOR MILLS FRAINAGE 38 65 38 b5 42001' 4?003 ST0'-" SjE,r4ER CiMPRcHL`;SIVE PLAN 38 65 =8. 42004 42005 PANTHER CREEK ACCUISITION CIGAR R1vEt, 3�EOGING PH.�E I/II r,5 38 65 42007 SMALL DRAINAGE PROBLEMS r;r R'sR )UC STU(rY 33 65 38 65 4ZCUN 4ZO10 S. BkIGGE/P-1/LAKESDALE . 8 65 65 41012 42014 _16TH Pry.+{`"�E'�. C' EEn a—Q ;1C`�ivI+ VALLEY STUDY PROJECT 38 38 65 SEK T SuRK M Er+A3 8KONSUNSW T 38 65 42016 HL VO **#** STOKM SEWER UNCAPITALIZ EXT SUB WATER 5 SEWER CUNSTkUCTION ENDING FUND BALANCE SUB -TOTAL ENDING BALANCE C VA,-7LT�L {F'��dL T TU,E., NON-EAPENUITURES SU6-TOTAL STi.Tr,L F1N"'NCIi''G USES r xx "ATER i'iLNICiP L Jt1CLE KS El: -TY OF KENTON " .4E STATUS KEP'.K T ;ULY -1989 AraKr1P .00 148 1 .4 5 176.997.07 Z 4.2?o-q.c'3 b7,253.20 1167i-u0.I", 1499293.00 1 "7,`+d".')4 1479175.5 9 509000.00 _- (r', • Q 3259032.33 .00 .00 1966491b3.38 6,617028.38 1, 191 .00 11191.00 .00 .00 JULY EXPEND 91,400.59 0i.i.00.5(- QI,4CO.D9 1, 405 9 1 1,405. 0 SUPPLEMENTAL PROVISIONS CITY OF RENTON STANDARD SPECIFICATIONS THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ADD MUNICIPAL CONSTRICTION PREPARED BY THE WASHINGTON 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" AND SAID 93MIFICATIONS TOGETHER WITH THE LAMS OF THE STATE OF WASHINGTON AND THE ORDINANCES AND CHARTER OF THE CITY OF RENTON, SO FAR AS APPLICABLE, ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY•EXCFPT 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, FENTON, WASHINGTOI 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, 9" REFERENCE ' SHALL BE CONSTRUED TO MEAN THE CITY OF RENTON, AND WHERE REFERENCE IS MADE TO THE ENGINEER, SUCH REFERENCE SHALL BE CONSTRUED TO MEAN THE DIRECTOR OF PUBLIC WORKS, CITY OF RENTON, OR HIS DULY AUTHORIZED REPRESENTATIVE. NOTE: THE SPECIAL AND 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 04APTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (REV.04/01/85) ARE HEREBY INCLUDED IN THESE SPECIFICATIONS AS THOUGH QUOTED IN THEIR ENTIRETY AND SHALL APPLY EXCEPT AS AMENDED OR SUPERSEDED BY THE CITY OF RENTON STANDARD PLANS BOUND HEREIN. A COPY OF THESE STANDARD PLANS AND CITY OF RENTON STANDARD PLANS IS ON FILE IN THE OFFICE OF THE PUBIC WORKS DIRECTOR, MUNICIPAL BUILDING, RENTON, WASHINGTON 98055, WHERE THEY MAY BE EXAMINED AND COPIED BY ANY INTERESTED PARTY. HEADINGS TO PARTS, SECTIONS, FORMS, ARTICLES AND SUB -ARTICLES ARE INSERTED FOR CONVENIENCE OR REFERENCE ONLY AND SHALL NOT AFFECT THE INTERPRETATION OF THE CONTRACT ODCUAENTS. SUPPLEMENTAL AND SPECIAL.PROVISIONS STRUCTURE THE SPECIFICATIONS NOTED HEREIN ARE IN ADDITION TO, 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 TO BE AN ADDITION TO THE STANDARD SPECIFICATIONS NOTED; WHERE SECTIONS ARE NARKED "SUPPLEMENTAL SECTION", THE SPECIFICATIONS HEREIN ARE TO BE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. DIVISION I GENERAL REQUIREMENTS 1-01 DEFINITION AND TERMS 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 WORKS, ACTING DIRECTLY OR THROUGH 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 OF 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 AMERICAN SOCIETY FOR TESTING AND MATERIALS NEC NATIONAL ELECTRICAL CODE 1-01.27 STATE (ADDITIONAL SECTION) THE STATE SHALL ALSO REFER TO THE CITY OF RENTON AND ITS AUTHORIZED REPRESENTATIVES WHERE APPLICABLE. 1-01.37 WORKING DRAWINGS (REPLACEMENT SECTION) THE TERM "SHOP DRAWINGS" SHALL REFER TO THE PICTORIAL DESCRIPTION OF THE DETAILS OF PROPOSED MATERIALS,EQUIPMENT, METHODS OF INSTALLATION, OR OTHER CONSTRUCTION PREPARED BY THE CONTRACTOR, A SUM NTRACTOR, OR A MANUFACTURER AND SUBMITTED FOR THE APPROVAL OF THE OWNER. 1-01.38 ACT OF GOD (ADDITIONAL SECTION) "ACT OF GOD" MEANS AN EARTHQUAKE, FLOOD, CYCLONE, OR OTHER CATACLYSMIC PHENOMENON OF NATURE. A RAIN, WINDSTORM, HIGH WATER OR OTHER NATURAL PHENOMENON OF UNUSUAL INTENSITY FOR THE SPECIFIC LOCALITY OF THE WORK, WHICH MIGHT REASONABLY HAVE BEEN ANTICIPATED FROM HISTORICAL RECORDS OF THE GENERAL LOCALITY OF THE WORK, 94ALL NOT BE CONSTRUED AS AN ACT OF GOD. 1-01.39 OR EQUAL (ADDITIONAL SECTION) WHERE THE TERM "OR EQUAL" IS USED HEREIN, THE OWNER, OR THE OWNER ON RECONME CATION OF THE ENGINEER, SHALL BE THE SOLE JUDGE OF THE QUALITY AND SUITABILITY OF THE PROPOSED SUBSTIMION. 1-01.40 APPROVAL (ADDITIONAL 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 BID PROCEDURES AND CONDITIONS . , 1-02.2 PLANS AND SPECIFICATIONS (REPLACEMENT SECTION) COPIES OF PLANS AND SPECIFICATIONS (BIDDING OOCUHENTS) MILL BE ON FILE IN THE DESIGN ENGINEERING SECTION OF THE 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 TO THE CITY OF RENTON. 1-02.6(1) PROPRIETARY INFORMATION VENDOR SHOULD IDENTIFY CLEARLY ANY MATERIALS) WHICH CONSTITUTE '(VALUABLE) FORMULAE, DESIGNS, DRAWINGS, AND RESEARCH DATA' SO AS TO BE EXEMPT 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 NOTICE TO THE VENDOR OF ANY REQUEST FOR DISCLOSURE OF SUCH INFORMATION RECEIVED WITHIN 5 (FIVE) YEARS FROM THE DATE OF SUBMISSION. FAILURE TO SO LABEL SUCH MATERIALS OR FAILURE TO TLAELY 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 (REPLACEMENT SECTION) SEALED BIDS WILL BE RECEIVED BY THE CITY OF RENTON , WASHINGTON, BY FILING WITH THE CITY CLERK, MUNICIPAL BUILDING, RENTON, WASHINGTON, AS PER 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 SUN OF ALL SCHEDULES OF PRICES. NO PARTIAL BIDS WILL BE ACCEPTED UNLESS SO STATED IN THE CALL FOR BIDS OR SPECIAL PROVISIONS. THE CITY RESERVES THE RIGHT HOWEVER TO AWARD ALL OR ANY SCHEDULE OF A BID TO THE LOWEST BIDDER AT ITS DISCRETION. 1-04 SCOPE OF THE WORK 1-04.5 PROCEDURE AND PROTEST BY THE CONTRACTOR (REPLACEMENT SECTION) ANY QUESTIONS ARISING BETWEEN THE INSPECTOR AND THE CONTRACTOR OR HIS. SUPERINTENDENT OR FOREMAN AS TO THE MEANING 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 HIS REPRESENTATIVES FOR INTERPRETATION AND ADOJSTMFJNT, IF WARRANTED. ..f FAILURE ON THE PART OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE TO DISCOVER AND CONDEMN OR REJECT IMPROPER, DEFECTIVE OR INFERIOR WORK OR MATERIALS, SHALL NOT BE CONSTRUED AS AN ACCEPTANCE s 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. HE 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 AMOUNT OF THE DAMAGE OR DAMAGES. TIME IS OF THE ESSENCE IN THE GIVING OF SUCH NOTICE. IN THE Supplemental Specifications (Rev 02/09/87) Page 3 1-04.5 CONTINUED EVENT AN AGREEMENT CANNOT THEN BE REACHED WITHIN 3 DAYS, THE CITY AND THE CONTRACTOR MILL EACH APPOINT AN ARBITRATOR AL THE TWO SHALL SELECT A THIRD WITHIN 30 DAYS THEREAFTER. THE FINDINGS AND DECISION OF THE BOARD OF ARBITRATORS SMALL BE FINAL AL BILING 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 COMITY, WASHINGTON. THE GROUNDS FOR THE PETITION FOR REVIEW ARE LIMITED TO SHOWING THAT THE FILINGS AND DECISION: 1. ARE NOT RESPONSIVE TO THE QUESTIONS SUR#QTTED; 2. IS CONTRARY TO THE TERMS OF THE CONTRACT OR ANY COMPONENT THEREOF; 3. IS ARBITRARY AL/OR IS NOT BASED UPON THE APPLICABLE FACTS AL THE LAM CONTROLLING THE ISSUES SUBMITTED TO ARBITRATION. THE BOARD OF ARBITRATORS SHALL SUPPORT ITS DECISION BY SETTING FORTH IN WRITING THEIR FINDINGS AL 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 BOARD'S MAJORITY OPINION THAT THE CONTRACTOR'S FILING OF THE PROTEST OR ACTION IS CAPRICIOUS OR WITHOUT REASONABLE FOUNDATION. IN THE LATTER CASE, ALL COSTS SHALL BE BORNE BY THE CONTRACTOR. THE VENUE OF ANY SUIT SHALL BE IN KING COUNTY, WASHINGTON, AL IF THE CONTRACTOR IS A NON-RESIDENT OF THE STATE OF WASiINGTON, HE SHALL DESIGNATE AN AGENT, UPON WHOM PROCESS MAY BE SERVED, BEFORE CD4ENCING WM UNDER THIS. CONTRACT. THE CONTRACTOR ACCEPTS THE TERMS AL COLITIONS 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, INTERPRETATION, 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 DRAL ORDER, THE CONTRACTOR SHALL KEEP FULL AL t33* UM RECORDS OF THE COSTS AND ADDITIONAL TIME INCURRED. THE CONTRACTOR SHALL PERMIT THE ENGINEER TO HAVE ACCESS TO THOSE RECORDS AL ANY OTHER RECORDS THE ENGINEER DEEMS NECESSARY TO ASSIST IN EVALUATING THE PROTEST. ALL PROTESTS WILL BE EVALUATED BY THE ENGINEER. IF THE ENGINEER FILS THE PROTEST TO HAVE MERIT, THE ENGINEER WILL MAKE AM.EQUITABLE ADJUSTMENT IN THE AMOUNT OF COSTS TO BE PAID FOR THE WORK OR THE TIME REQUIRED AS HE DEEMS PROPER. IF THE ENGINEER FINDS THE PROTEST TO BE WITHOUT MERIT, NO ADJUSTMENT WILL BE MADE. PROTEST SHALL NOT RELIEVE THE CONTRACTOR FROM HIS OBLIGATION TO PROBED PROMPTLY WITH TH WORK AS OWED BY THE ENGINEER 1-04.10 USE OF MATERIALS FOUND ON THE PROJECT (ADDITIONAL SECTION) ALL SALVAGE MATERIAL AS NOTED ON THE PLANS AL TAKEN FROM ANY OF THE DISCARDED FACILITIES BALL, AT THE ENGINEER'S DISCRETION, BE CAREFULLY SALVAGED AND DELIVERED TO THE CITY SHOPS. ALL SALVAGED WATER MAINS, FIRE HYDRANTS, VALVES AL APPURTENANCES, CATCH BASINS, AL STORM AND SANITARY MANHOLE COVERS SHALL BE SALVAGED AL DELIVERED TO THE CITY SHOPS. Supplemental Specifications (Rev 02/09/87) Page 4 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, APO SPREAD AT THE LOCATIONS SELECTED BY THE CONTRACTOR. THE CONTRACTOR SHALL HAVE THE RES106IBILITY OF OBTAINING HIS OWN WASTE SITE. ALL WORK INCLUDED IN . THIS SECTION SHALL BE CONSIDERED TO BE INCIDENTAL TO OTHER ITEMS OF WORK AND NO FURTHER COMPENSATION WILL BE MADE. THE ROUTE TAKEN TO THE WASTE SITE SWILL 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 WORK (ADDITIONAL SECTION) THE WORKING HOURS FOR CITY PROJECTS WILL BE LIMITED TO WEEKDAYS DURING THE PERIOD FROM 8:00 A.M. TO _ 5:00 P.M. THE 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. 1-04.14 CONTRACTORS COPIES OF CONTRACT DOCUMENTS (ADDITIONAL SECTION THE CONTRACTOR WILL BE SUPPLIED BY THE OWNER WITH 5 SETS OF PLANS AND SPECIFICATIONS. AT LEAST ONE ALL BE K COMPLETE SET OF CONTRACT OOI:UMENTS, INCLUDING ONE FILL SIZE SET OF DRAWINGS, STEPT AT THE SITE OF INSTRUCTION IN G000 CONDITION AND AT ALL TIMES AVAILABLE TO THE OWNER AND THE ENGINEER. ADDITIONAL COPIES OF THE CONTRACT DOCUMENTS, IF REQUIRED, WILL BE FURNISHED BY THE OWNER AT NET COST OF REPRODUCTION. 1-05 CONTROL OF WORK 1-05.3 PLANS AND WORKING DRAWINGS (PARTIAL REPLACEMENT SECTION) DRAWINGS SUBMITTED 9iALL BE ON 22 INCH BY 34 INCH MYLAR OR SMALLER 9fETS WITH DIMENSIONS IN MULTIPLES OF 8 1/2 BY 11 INCHES. 1-05.3(1) SUBMITTALS (NEW SECTION) THE CONTRACTOR SMALL FURNISH FIVE COPIES OF ALL DRAWINGS, SPECIFICATIONS, DESCRIPTIVE DATA, CERTIFICATES, SAMPLES, TESTS, METHOD, SCHEDU.ES, AND MANUFACTURER'S INSTRUCTIONS AS REQUIRED TO DB04STRATE FILLY 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 SMALL, BY A STATEMENT IN WRITING ACCOMPANYING THE INFORMATION, ADVISE THE ENGINEER OF THE DEVIATION AND STATE THE REASONS THEREFORE. Supplemental Specifications (Rev 02/09/87) Page 5 1-OS.S(1) CONSTRUCTION STAKING (REPLACEMENT SECTION) THE ENGINEER SHALL HAVE THE RIGHT TO MAKE REASONABLE CHANGES IN THE GRADES AS THEY ARE SHOWN ON THE DRAWINGS. 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 LINE AND GRADE STAKES GIVEN BY THE ENGINEER. SUCH EMPLOYEES SHALL HAVE THE DUTY AND RESPONSIBILITY OF PLACING AND MAINTAINING SUCH CONSTRUCTION GUIDES. A BATTER BOARD SET WITH AN ENGINEER'S LEVEL SHALL BE USED FOR ALL LINES SET ON A GRADE OF 0.50 PERCENT OR LESS. AT LEAST THREE BATTER BOARDS SHALL REMAIN IN PLACE DURING PIPE LAYING OPERATIONS. IF, THROUGH THE CONTRACTOR'S NEGLIGENCE, ANY STAKES STALL BE DESTROYED AND REQUIRE RESETTING, A SUM SHALL BE DEDUCTED FROM THE CONTRACTOR'S FINAL PAYMENT EQUIVALENT TO THE EXTRA COST IN ENGINEERING REQUIRED FOR SUCH REPLACEMENT. THE LASER METHOD OF ESTABLISHING GRADE MAY BE USED PROVIDING; 1. REQUESTS FOR USE, 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 RISK TO THE CONTRACTOR AND SHALL NOT BE THE BASIS FOR CLAIMS FOR ADDITIONAL COMPENSATION OR CONSTRUCTION TIME. ALL COSTS FOR THE CONTRACTOR'S SURVEYING SHALL BE CONSIDERED INCIDENTAL TO OTHER BID ITEMS IN THE PROPOSAL, AND NO FURTHER COMPENSATION WILL BE MADE, 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 IS REQUIRED TO PROVIDE CONSTRUCTION STAKING HE SHALL BE RESPONSIBLE FOR SECURING THE SERVICES OF A PROFESSIONAL LAND SURVEYOR MHO SHALL PROVIDE ALL SURVEY STAKING NEEDED IN CONJUNCTION WITH THE PROJECT. THIS STAKING SHALL CONSIST OF, BUT NOT BE LIMITED TO: ROADWAY CENTERLINE SLOE STAKING CURBS AND BUTTERS GRADING AND PAVING TELEMETRY STORM DRAIN SYSTEM MONUMENTS t SIGNAL SYSTEMS 6 POLES SANITARY SEWER FIRE HYDRANTS STREET LIGHTING UNDERGRDU NDMG POWER do TEU n* E TRAFFIC SIGNAL SYSTEM PSP&L CO. & P.N.W.B. VAULTS MONUMENT REFERENCE/STRADDLE POINTS Supplemental Specifications (Rev 02/09/87) Page 6 ' 1-05.5(2) CONTINUED THE CONTRACTOR SMALL ASSUME FULL RESPONSIBILITY FOR THE ACCURACY OF THE STAKING AND SHALL PROVIDE ALL REPLACEMENT STAKING OR RE -STAKING NEEDED. THE CITY WILL PROVIDE THE CONTRACTOR'S SURVEYOR WITH THE HORIZONTAL AND VERTICAL CONTROL NEEDED TO PERFORM THE CONSTRUCTION STAKING. THE CONTRACTORS SURVEYOR SHALL PROVIDE THE ORIGINAL FIELD NOTES AND A SET OF THE FIELD NOTES WHICH SHALL CONTAIN AS -CONSTRUCTED LOCATIONS OF THE IMPROVEMENTS CONSTRUCTED UNDER THIS CONTRACT. THESE NOTES SHALL CONTAIN AS A MINIMUM THE CENTER LINE STATION AND OFF SET AND CUT TO EACH TEE, VALVE, BEND, HYDRANT, MANHOLE, CULVERT, CATCH BASIN, INLETS, CLEANOUTS, SIDESEWEER, WATER 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 FORMAT 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 COMPENSATION FOR ALL SURVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANTS, AND TO PROVIDE THE REQUIRED CONSTRUCTION AND AS-CO67RUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER- ALL ROADWAY STAKING, SUCH AS CENTERLINE, CURBS AND GUTTERS, AND GRADING AND ;PAVING SMALL BE DONE AT A MINIMUM OF 25 FOOT CENTERS. A COPY OF ALL CUT -SHEETS AND SIMILAR WORK SHALL BE GIVEN TO THE CITY AND A COPY OF THE SURVEY CONTROL.NOTES SHALL BE GIVEN TO THE CITY WHEN DONE. 1-03.5 0) CONTRACTOR PROVIDED AS -BUILT INFORMATION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO RECORD THE LOCATION, BY CENTERLINE STATION, OFFSET, AND DEPTH BELOW PAVEMENT, OF ALL EXISTING UTILITIES UNCOVERED OR CROSSED DURING HIS WORK AS COVERED UNDER THIS PROJECT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE HIS SURVEYOR LOCATE BY CENTERLINE STATION, OFFSET AND ELEVATION, EACH MAJOR ITEM OF WORK DONE UNDER THIS CONTRACT. MAJOR ITEMS OF WORK SHALL BE DEFINED TO INCLUDE THE FOLLOWING ITEMS: MANHOLES CATCH BASINS AND INLETS VALVES VERTICAL AND HORIZONTAL BENDS JUNCTION BOXES CLEANOUTS SIDE SEWERS STREET LIGHTS & STANDARDS HYDRANTS MAJOR CHANGES IN DESIGN GRADE(S) VAULTS CULVERTS AFTER THE COMPLETION OF THE WORK COVERED BY THIS CONTRACT, THE CONTRACTORS SURVEYOR SHALL PROVIDE TO THE CITY THE HARD COVER FIELD BOOK(S) CONTAINING THE CONSTRUCTION STAKING, AND AS -BUILT NOTES; AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE NOTES OF THE CONTRACTOR LOCATING EXISTING UTILITIES, AND ONE SET OF WHITE PRINTS OF THE CONSTRUCTION DRAWINGS UPON WHICH HE HAS PLOTTED THE AS -BUILT LOCATION OF THE NEW WORK AS RECORDED IN THE FIELD BOOK(S). "THIS DRAWING SHALL BEAR THE SURVEYORS SEAL AND SIGNATURE CERTIFYING ITS ACCURACY. THE LUMP SUM UNIT PRICE FOR CONSTRUCTION STAKING WILL BE FILL COMPENSATION FOR ALL SRVEYING NEEDED TO CONSTRUCT THE IMPROVEMENTS TO THE LINE AND GRADE PER THE APPROVED PLANS, AND TO PROVIDE THE REQUIRED CONSTRICTION AND AS -CONSTRUCTED FIELD NOTES. PARTIAL PAYMENTS FOR THIS ITEM WILL BE MADE IN CONNECTION WITH THE MONTHLY PAY ESTIMATES BASED UPON WORK COMPLETED AS DETERMINED BY THE ENGINEER. Supplemental Specifications (Rev 02/09/87) Page 7 I 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 RE['OOeM 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 SHALL 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 (REPLACEMENT SECTION) WRITTEN NOTICE SHALL BE DEEMED TO HAVE BEEN DULY SERVED IF DELIVERED IN PERSON TO THE INDIVIDUAL, OR TO A PARTNER OF THE FIRM, OR TO AN OFFICER OF THE CORPORATION OR OWNER OR TO THE CITY CLERK, OR IF SENT BY REGISTERED UNITED STATES MAIL TO THE BUSINESS ADDRESS SHOWN IN THE CONTRACT DOCUMENTS. 1-05.16 ERRORS AND OMISSIONS (NEW SECTION) IF THE CONTRACTOR, IN THE COURSE OF HIS WORK, BECOMES AWARE OF ANY ERRORS OR OMISSIONS IN THE CONTRACT DOCUMENTS OR IN THE LAYOUT AS GIVEN BY SURVEY POINTS AND INSTRUCTIONS, OR IF HE BECOMES AWARE OF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE PHYSICAL CONDITIONS OF THE LOCALITY, HE SHALL IMMEDIATELY INFORM THE ENGINEER. THE ENGINEER, IF HE DEEMS IT NECESSARY, SHALL RECTIFY THE MATTER AND ADVISE THE CONTRACTOR ACCORDINGLY. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL AUTHORIZED, WILL BE DONE AT THE CONTRACTOR'S RISC. 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.4 SANITATION (ADDITIONAL SECTION) ALL EXPENSES INCURRED IN SUPPLYING ACCESS, PARKING, AND SANITATION FACILITIES SHALL BE CONSIOERED INCIDENTAL TO THE PROJECT AND NO COMPENSATION SHALL BE MADE. 1-07.7 LOAD LIMITS (REPLACEMENT SECTION) ALL MOTOR VEHICLES OF THE CONTRACTOR, SUBCONTRACTORS, AND SUPPLIERS SHALL STRICTLY ADHERE TO CHAPTER . 46.44 OF THE MOTOR VEHICLE LAWS OF THE STATE OF WASHINGTON (1967 EDITION AND AMENDMENTS THEREOF) IN REGARD TO SIZE, WEIGHT, AND LOADS OF MOTOR VEHICLES. PAYMENT 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 AME A4ENTS AND ADDITIONS THERETO RELATING TO MINIMUM WAGES- ON FEDERAL AID PROJECTS, FEDERAL WAGE LAWS AND REGULATIONS ARE ALSO APPLICABLE. HOURLY MINIMUM RATES OF WAGES AND FRINGE BENEFITS ARE S-IOWN 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 WOR104EN, LABORERS, OR MECHANICS LESS THAN THE REQUIRED HOURLY MINIMUM RATES OF WAGES SHOW IN THE CONTRACT. WAGES IN EXCESS OF SUCH HOURLY RATES MAY BE PAID. IN ADDITION TO THE WAGE RATE DESIGNATED, THE EMPLOYER SHALL CONTRIBUTE FOR EACH COMPENSABLE MR THE FRINGE BENEFITS LISTED. IT IS SPECIFICALLY UNDERSTOOD AND AGREED THAT THE WAGE RATES AND FRINGE BENEFITS FOR THIS CONTRACT ARE SUBJECT TO CHANGES, THAT THE BIDDER ACCEPTS FULL RESPONSIBILITY AND ASSUMES THE RISK OF ANY INCREASED LABOR COST BY REASON OF PAYING HIGHER RATES THAN THOSE SHOW IN THE CONTRACT. THE CITY -� DOES NOT WARRANT OR REPRESENT THAT LABOR CAN BE PROCU;ED FOR THE MINIMUM RATES SET FORTH OR AS CHANGED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE WAGES ABOVE SUCH MINIMUM AS HE WILL HAVE TO PAY. THE CONTRACTOR %HALL POST, IN A LOCATION ACCEPTABLE TO THE CITY AND LABOR AND INDUSTRIES, A COPY OF THE APPROVED "STATEMENT OF INTENT TO PAY PREVAILING WAGE", A COPY OF THE PREVAILING WAGE RATES FOR THE PROJECT UPON WHICH THE CONTRACTOR HAS INDICATED THE APPROXIMATE NUM8ER OF WORKERS IN EACH CLASSIFICATION; ANC THE ADDRESS AND TELEPHONE NUMBER OF THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR AND INDUSTRIES WHERE A C04PLAINT OR INQUIRY CONCERNING PREVAILING WAGES MAY BE MADE. ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE STATE OF WASHINGTON DEPARTMENT GF LABOR AND INDUSTRIES AND BY THE U. S. SECRETARY GF 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 WAGE RATES DETERMINED BY THE STATE DEPARTMENT C- 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. s IF THE CONTRACTOR MPXES USE OF APPRENNTICES ON PROJECTS GOVERNED BY WAGE RATES DETERMINED BY THE U. S. SECRETARY OF LABOR, HE SHALL PRESENT TO THE ENGINEER WRITTEN EVIDENCE OF REGISTRATION OF SUCH EMPLOYEES IN A PROGRAM CF 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. NIREAU 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 WORK OF A SIMILAR NATURE TO THAT CONTEMPLATED UNDER THE CONTRACT AND SUCH DISPUTE CANNOT BE ADJUSTED BY THE PARTIES OF INTEREST, INCLUiDING LABOR AND MANAGEMENT REPRESENTATIVES, THE MATTER SHALL BE REFERRED TO THE DIRECTOR OF THE DEPARTMENT OF LABOR AND INDUSTRIES OF THE STATE OF WASHINGTON (OR TO THE UNITED STATES SECRETARY OF LABOR WHEN PREVAILING WAGES ESTABLISHED BY THAT OFFICE ARE INVOLVED), AND HIS DECISION THEREIN SHALL BE FINAL, CONCLUSIVE AND BINDING ON ALL PARTIES INVOLVED IN THE. DISPUTE. IF THE CONTRACTOR MAKES USE OF A LABOR CLASSIFICATION NOT LISTED IN THE SPECIAL PROVISIONS, THE CONTRACTOR SHALL REQUEST THE DETERMINATION OF THE APPROPRIATE WAGE RATE FOR THE CLASSIFICATION AND FOR THE AREA IN WHICH WORK IS PERFORMED, FROM THE INDUSTRIAL STATISTICIAN OF THE DEPARTMENT OF LABOR 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 i 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 IMMEDIATELY FOLLOWING THE OCCUPATION CODE NUMBER, I.E.: 10-0010 YAK.E. THE CONTRACTOR'S RECORDS PERTAINING TO WAGES PAID AND PAYROLLS SHALL BE OPEN TO INSPECTION OR AUDIT BY REPRESENTATIVES OF THE CITY DURING THE LIFE OF THE CONTRACT AND FOR A PERI00 OF NOT LESS THAN THREE (3) YEARS AFTER THE DATE OF ACCEPTANCE THStMF, AND THE CONTRACTOR SHALL RETAIN SUCH RECORDS FOR THAT PERIOD. WHERE SUCH RECORDS PERTAINING TO WAGES PAID AND PAYROLLS FOR THE CONTRACT ARE MAINTAINED BY SUBCONTRACTORS OR AGENTS OF THE CONTRACTOR, THE CONTRACTOR E)"ESS_Y GUARANTEES THAT THE RECORDS OF SUCH SUBCONTRACTORS OR AGENTS SHALL BE OPEN TO INSPECTION AND AUDIT BY REPRESENTATIVES OF THE CITY ON THE SANE TERMS AND CONDITIONS AS THE RECORDS OF THE CONTRACTOR. IF AN AUDIT IS TO BE COMMENCED MORE THAN SIXTY (60) DAYS AFTER THE ACCEPTANCE DATE OF THE CONTRACT, THE CONTRACTOR WILL BE GIVEN A REASONABLE NOTICE OF THE TIME WHEN SUCH AUDIT IS TO BEGIN. BEFORE PAYMENT IS MADE BY THE CITY OF ANY SUMS DUE UNDER THIS CONTRACT, THE CITY MUST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR, A COPY OF "STATEMENT OF INTENT TO PAY PREVAILING WAGES" (FORM L do I NUMBER 700-29) AS SIGNED AND APPROVED BY THE WASHINGTON STATE DEPARTMENT OF LABOR AND INDUSTRIES. UPON COMPLETION OF THIS CONTRACT, THE CITY MIDST RECEIVE FROM THE CONTRACTOR AND EACH SUBCONTRACTOR A COPY OF "AFFIDAVIT OF WAGES PAID" (FORM L & I NUMBER 700-7 STATE DEPARTMENT OF LABOR AND INDUSTRIES) CERTIFYING THAT ALL PREVAILING WAGE REQUIREMENTS HAVE BEEN SATISFIED. 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 512.50 PER EACH "STATEMENT OF INTENT TO PAY PREVAILING WAGES" AND "AFFIDAVIT OF WAGES PAID" IS REQUIRED TO ACCOMPANY EACH FORM SUBMITTED TO THE DEPARTMENT OF LABOR AND INDUSTRIES THE CONTRACTOR 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 "REP -EST FOR RELEASE" FORM PROVIDED BY THE DEPARTMENT OF LABOR AND INDUSTRIES. 1-07.11(9) SUBCONTRACTING (ADDITIONAL SECTION) BEFORE PAYMENT OF THE FINAL. ESTIMATE, THE CONTRACTOR SHALL SUBMIT AN AFFIDAVIT OF AMOUNTS PAID TO MINORITY BUSINESS ENTERPRISE AND OF WOMEN BUSINESS 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 (REPLACEMENT 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 LABOR STANDARD FORM 257 2. EACH JULY — STATE HIGHWAY FORM PR-1391 THE OWNER WILL FURNISH THESE FORMS TO THE PRIME CONTRACTOR DURING THE PRECONSTRUCTION MEETING. Supplemental Specifications (Rev 02/09/87) Page 10 1-07.11(10) CONTINUED t wj 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, 1968. THE FORM OF CERTIFICATE WILL BE FURNISHED. TO THE CONTRACTOR. WITH THE PROPOSAL, WHICH THE CONTRACTOR MILL NEED TO COMPLETE, STATING AS TO WHETHER HE, HIS FIRM, ASSOCIATION, PARTNERSHIP, OR CORPORATION HAS PARTICIPATED IN ANY PREVIOUS CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND IF SO, WHETHER OR NOT HE HAS SUBMITTED ALL REPORTS DUE UNDER APPLICABLE FILING REQUIREMENTS. FAILURE ON THE PART OF THE BIGGER TO FURNISH THE REQUIRED CERTIFICATE MILL 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 PUJBLIC WORKS TO PROVIDE THE SANE. IF THE CONTRACTOR REFUSES OR FAILS WITHIN THAT TIME TO PROVIDE THE CERTIFICATE, THEN THE PROPOSAL GUNW4TEE, 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 PART OF ANY CONTRACT AND SUCH CONTRACT COMES WITHIN THE PROVISIONS OF THE EQUAL OPPORTUNITY REGULATIONS 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 MILL BE APPROVED BEFORE RECEIPT OF SUCH CERTIFICATION FROM THE SUBCONTRACTOR. .4 FOR THIS PURPOSE, CERTIFICATION FORMS MAY BE OBTAINED FROM THE PROJECT ENGINEER ASSIGNED TO THIS PROJECT. 1-07.13 CONTRACTOR'S RESPONSIBILITY FOR WORK (REPLACEMENT SECTION) THE WORK SMALL BE UNDER THE CONTRACTOR'S RESPONSIBLE CARE AND CHARGE. THE CONTRACTOR SHALL BEAR ALL LOSS AND DAMAGE WHATSOEVER AND FROM WHATSOEVER CAUSE, EXCEPT THAT CAUSED SOLELY BY THE ACT OF THE OWNER WHICH MAY OCCRR ON OR TO THE WORK I DURING THE FULFILLMENT OF THE CONTRACT. IF ANY SUCH LOSS OR DIWAGE.000URS, THE CONTRACTOR SMALL IMdEDIATELY MAKE GOOD ANY SUCH LOSS OR DAMAGE, AND IN THE EVENT OF THE CONTRACTOR REFUSING OR NEGLECTING TO 00 S0, THE OWNER MAY, ITSELF OR BY THE EMPLOYMENT GP SOME OTHER, PERSON,MACE GOOD ANY SUCH LOSS OR DAMAGE, AND THE COST AND EXPENSE OF SO DOING SMALL 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 I S PLANT AND EQUIPMENT AND THE METHOD OF. PROSECUTING THE. WORK: DURING UNFAVORABLE WEATHER AND OTHER CONDITIONS, THE CONTRACTOR SMALL PURSUE ONLY SUCH 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 CONDITIONS SHALL BE CONSTRUCTED: WHILE THESE CONDITIONS EXIST, UNLESS BY SPECIAL MEANS OR PRECAUTIONS ACCEPTABLE TO THE ENGINEER, THE CONTRACTOR SHALL BE ABLE TO OVERCOME THEM. 1-07.14:"RESIONSIBILITY FOR DAMAGE (ADDITIONAL SECTION) THE CONTRACTOR SMALL BE RESPONSIBLE FOR CONTROLLING DUST AND MUD WITHIN THE PROJECT LIMITS AND ON ANY STREET WHICH IS: UTILIZED BY HIS: EQUIPMENT FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SMALL BE PREPARED TO USE WATERING TRUCKS, POWER SWEEPERS, AND OTHER PIECES OF EQUIPMENT AS DEEMED NECESSARY BY THE ENGINEER, TO. AVOID CRATING A NUISANCE. Supplemental Specifications (Rev. O. V09/87) Page 11 1-07.16 CONTINUED OUST AND MUD CONTROL. SHALL BE CONSIDERED AS INCIOEONTAL TO THE PROJECT, AND NO COMPENSATION WILL BE MADE FOR THIS SECTION. COMPLAINTS OF DUST, MUD OR UNSAFE PRACTICES AND/OR PROPERTY DAMAGE TO PRIVATE OWNERSHIP WILL BE TRANSMITTED TO THE CONTRACTOR AND PROMPT ACTION IN CORRECTING THEM WILL BE REQUIRED BY THE CONTRACTOR. ' 1-07.16 PROTECTION AND RESTORATION OF PROPERTY (ADDITIONAL SECTION) THE OWNER WILL OBTAIN ALL EASEMENTS AND FRANCHISES REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL LIMIT HIS OPERATION TO THE AREAS OBTAINED AND SHALL NOT TRESPASS ON PRIVATE PROPERTY. THE OWNER MAY PROVIDE CERTAIN LANDS, AS INDICATED IN CONNECTION WITH THE WORK UNDER THE CONTRACT TOGETHER WITH THE RIGHT OF ACCESS TO SUCH LANDS. THE CONTRACTOR 94U 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 T84PORARY CONSTRUCTION FACILITIES OR STORAGE OF MATERIALS. HE SHALL CONSTRUCT ALL ACCESS ROADS, OET" ROADS, OR OTHER TEMPORARY WORK AS REQUIRED BY HIS OPERATIONS. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT, STORAGE OF MATERIAL, AND OPERATION OF HIS WORKERS TO THOSE AREAS SHOWN AND DESCRIBED AND SUCH ADDITIONAL AREAS AS HE MAY PROVIDE. A. GENERAL. ALL CONSTRUCTION WORK UNDER THIS CONTRACT ON EASEMENTS, RIGHT-OF-WAY, OVER PRIVATE PROPERTY OR FRANCHHISE, 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 MONK SO THAT TRENCHES ACROSS EASEMENTS SHALL NOT BE LEFT OPEN DURING WEEKENDS OR HOLIDAYS AND TRENCHES SHALL NOT BE OPEN FOR MORE THAN 48 HORS. B. STRUCTURES. THE CONTRACTOR SHALL REMOVE SUCH EXISTING STRUCTURES AS MAY BE NECESSARY FOR THE PERFORMANCE OF THE WORK AND, IF REQUIRED, SHALL REBUILD THE STRUCTURES THUS REMOVED IN AS GOOD A CONDITIOON AS FOUND. 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 IMPROVEMENTS. ALL CULTIVATED AREAS, EITHER AGRICULTURAL 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 -NAY, THE CONTRACTOR SHALL STRIP TOP SOIL FROM THE TRENCH OR CONSTRUCTION AREA AND STOCKPILE IT IN SUCH A MANNER THAT IT MAY BE REPLACED BY HIM, UPON COMPLETION OF CONSTRUCTION. ORNAMENTAL TREES AND 94 UBBERY SHALL BE CAREFULLY REMOVED WITH THE EARTH SURROUNDING THEIR ROOTS WRAPPED IN BURLAP AND REPLANTED IN THEIR ORIGINAL POSITIONS WITHIN 48 HOURS. ALL SHRUBBERY OR TREES DESTROYED OR DAMAGED, SHALL BE REPLACED BY THE CONTRACTOR WITH MATERIAL OF EQUAL QUALITY AT NO ADDITIONAL COST TO THE OWNER. IN THE EVENT THAT IT IS NECESSARY TO TRENCH THROUGH ANY LAWN AREA, THE SOD SHALL BE CAREFULLY CUT AND ROLLED AND REPLACED AFTER THE TRENCHES HAVE BEEN BAC FILLED. THE LAWN AREA SHALL BE CLEANED BY SWEEPING OR OTHER MEANS, OF ALL EARTH AND DEBRIS. THE CONTRACTOR SHALL USE RUBBER WHEEL EQUIPMENT SIMILAR TO THE SMALL TRACTOR -TYPE BACKIHOES USED BY SIDE SEWER CONTRACTORS FOR ALL WORK, INCLUDING EXCAVATION AND BACKFILL, ON EASEMENTS OR RIGHTS-0E-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 BAO(FILLED, IN THEIR ORIGINAL POSITION. THE CONTRACTOR SMALL NOTIFY THE OWNER AND PROPERTY OWNER AT LEAST 24 HOURS IN ADVANCE OF ANY WORK DONE ON EASEMENTS OR RIGHTS -OF -MAY. DAMAGE TO EXISTING STRUCTURES OUTSIDE OF EASEMENT AREAS THAT MAY RESULT FROM DEWATERING AND/OR OTHER CONSTRUCTION ACTIVITY UNDER THIS CONTRACT SHALL BE RESTORED TO THEIR ORIGINAL CONDITION OR BETTER. THE ORIGINAL CONDITION SMALL 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. D. STREETS. THE CONTRACTOR WILL ASSUME ALL RESPONSIBILITY OF RESTORATION OF THE SURFACE OF ALL STREETS (TRAVELLED WAYS) USED BY HIM IF DAMAGED. IN THE EVENT THE CONTRACTOR -DOES NOT HAVE LABOR OR MATERIAL IMMEDIATELY AVAILABLE TO MAKE NECESSARY REPAIRS, THE CONTRACTOR SHALL SO INFORM THE OWNER. THE OWNER WILL MAKE THE NECESSARY REPAIRS AND THE COST OF SUCH REPAIRS SHALL BE PAID BY THE CONTRACTOR. 1-07.17 UTILITIES AND SIMILAR FACILITIES (ADDITIONAL SECTION) LOCATION AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING UNDERGROUND FACILITIES ARE IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION WITHOUT UNCOVERING AND MEASURING. THE OWNER DOES NOT GUARANTEE THE SIZE AND LOCATION OF EXISTING FACILITIES. �p 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 DIG THE 48 HOUR LOCATORS 1-MO-424-5555 IF, IN THE PROSECUTION OF THE WORK, IT BECOMES NECESSARY TO INTERRUPT EXISTING SLWACE DRAINAGE, SEWERS, UNDERDRAINS, CONDUIT, UTILITIES, SIMILAR UNDERGROUND STRUCTURES, OR PARTS THEREOF, THE CONTRACTOR SHALL BE RESPONSIBLE FOR, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT AND PROVIDE TEMPORARY SERVICES FOR SAME. THE CONTRACTOR SMALL, AT HIS OWN EXPENSE, REPAIR ALL DAMAGE TO SUCH FACILITIES OR STRUCTURES DUE TO THIS CONSTRJUCTION OPERATION TO THE SATISFACTION OF THE CITY; EXCEPT FOR CITY OWNED FACILITIES WHICH WILL BE REPAIRED BY -THE UTILITY DEPARTMENT AT CONTRACTOR'S EXPENSE, OR BY THE CONTRACTOR AS DIRECTED BY THE CITY. 1-07.18 PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE (REPLACEMENT SECTION -FEDERAL AID CONTRACTS ONLY THE CONTRACTOR SMALL OBTAIN AND KEEP IN FORCE DURING THE TERM OF THE CONTRACT, PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE WITH COMPANIES OR THROUdi SOURCES APPROVED BY THE STATE INSURANCE COMMISSIONER PURSUANT TO TITLE 48 RCM. THE AMOUNT OF COVERAGE SMALL 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 STALL BE FORWARDED TO THE ENGINEER WITH THE SIDED CONTRACT AS PROVIDED IN SECTION 1-03.3. AS SOON AS POSSIBLE, BUT NOT LATER THAN THE DATE UPON WHICH REQUEST IS MADE BY THE CONTRACTOR FOR THE INITIAL PROGRESS ESTIMATE PAYMENT TO BE PAID UNDER THIS CONTRACT PURSWWT TO SECTION 1-09.9, THE CONTRACTOR SHALL FORWARD TO THE SECRETARY THE ORIGINAL POLICY OBTAINED. IF A POLICY CURRENTLY IN FORCE SATISFYING THE ABOVE REQUIREMENTS HAS BEEN PREVIOUSLY FILED WITH THE ENGINEER, THE Supplemental Specifications (Rev 02/09/87) Page 13 1-07.18 CONTINUED CONTRACTOR MAY SUBMIT, IN LIEU OF AN ADDITIONAL COPY OF THE POLICY,.A CERTIFICATION BY THE INSURANCE COMPANY ISSUING THE POLICY THAT ITS COVERAGE HAS BEEN EXTENDED TO THIS CONTRACT AND SETTING FORTH THE BASIC COVERAGE LIMITS. THE CITY WILL PAY NO PROGRESS ESTIMATE PAYMENTS UNDER SECTION 1-09.9 UNTIL THE CONTRACTOR HAS FULLY COdPLIEI 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 MINIMUM 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 AND SAFETY (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS ALONG THE CONSTRUCTION AREA PRIOR TO 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 MO E 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 DEPARTMENTS, AND SCHOOL DISTRICTS PRIOR TO CONSTRUCTION. NAMES AND ADDRESSES WILL BE FURNISHHED BY THE OWNER ON REQUEST. THE CONTRACTOR SHALL FURTHER NOTIFY EACH OCCUPANT IN PERSON A MINIMUM OF THREE DAYS PRIOR TO CONSTRUCTION IN FRONT OF EACH PROPERTY. 1-07.23(3) FLAGMEN, BARRICADES, AND SIGNS (REPLACEMENT SECTION) FLAGMEN, BARRICADES, SIGNS AND TRAFFIC CONTROL FURNISHED SHALL CONFORM TO THE STANDARDS ESTABLISHED IN THE LATEST ADOPTED EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PUBLISHED BY THE U. S. DEPARTMENT OF TRANSPORTATION. COPIES MAY BE PURCHASED FROM THE SUPERINTENDENT OF DOCUMENTS, U. S. GOVERNMENT PRINTING OFFICE, WASHINGTON, O.C., 20402. THE CONTRACTOR SHALL IMPLEMENT THE TRAFFIC CONTROL PLAN(S) APPEARING IN THE CONTRACT PLANS, AS APPLICABLE. IF THE CONTRACTOR'S PLAN OF OPERATIONS IS IN CONFLICT WITH THE CONTRACT TRAFFIC CONTROL PLAN, HE MAY PROPOSE MODIFICATION OF THE TRAFFIC CONTROL PLAN BY SHOWING THE NECESSARY CONSTRUCTION SIGNS AND BARRICADES REWIRED FOR THE PROJECT, AND SUBMIT IT TO THE ENGINEER FOR APPROVAL AT LEAST TEN DAYS IN ADVANCE OF THE TIME THE SIGNS AND BARRICADES WILL BE REQUIRED. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE PROVIDE ALL SIGNS, BARRICADES, GUARDS, FL 01EN , AND EQUIPMENT, CONS M=ION WARNINGS, AND NIGHT LIGHTS IN ORDER TO PROTECT THE PUBLIC AT ALL TIMES FRO 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. WORK SHALL BE RESTRUCTURED, THE ORDER OF WORK MODIFIED, THE HOURS OF WOW MODIFIED OR THE WORK HALTED ALTOGETHER AT THE ENGINEER'S DISCRETION WHEN THE ENGINEER FINDS SUCH A COURSE OR COURSES OF ACTION NECESSARY TO PROTECT THE PUBLIC OR THE CONTRACTOR'S SAFETY, HEALTH, AND WELFARE ALL SIGNS REMOVED SHALL BE SALVAGED AND DELIVERED TO THE CITY YARD. ALL COSTS IN CONNECTION WITH THE PROTECTION AND MOVEMENT OF VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE CONSIDERED INCIDENTAL TO THE WORK INVOLVED OR SHALL BE INCLUDED IN THE LUMP SUM PRICE ITEM •TRAFFIC CONTROL" IF SUCH AN ITEM IS INCLUDED IN THE PROJECT. TRAFFIC MOVEMENT SHALL HEREIN BE DEFINED AS APPLYING TO BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. THE ENGINEER SHALL BE THE CITY OF RENTON PUBLIC WORKS DIRECTOR OR HIS OULY AUTHORIZED REPRESENTATIVE (i.e. PROJECT ENGINEER, INSPECTOR) AS USED THROUGHOUT THIS SPECIFICATION. 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)CONTINIED 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 (FNMA) "TRAFFIC CONTROL IN CONSTRUCTION AND MAINTENANCE WORK ZONES" TECHNICAL REPORT MAY 1M, SHALL BE USED AS A GUIDELINE FOR THIS PROJECT. 2. SAMPLE TRAFFIC CONTROL. PLANS ARE INCLUDED AS A PART OF THIS DOCUMENT. AT THE PRE -CONSTRUE TION CONFERENCE 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 SHALL INCLUDE DESCRIPTIONS OF THE TRAFFIC CONTROL METHODS AND DEVICES TO BE USED BY THE PRIME CONTRACTOR/SUB-CONTRACTORS AND WILL BE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 3. DURING ALL PHASES OF CONSTRUCTION, TRAFFIC MOVEMENT SHALL BE MAINTAINED AS NEAR NORMAL AS POSSIBLE AND REASONABLE ACCESS MAINTAINED TO PROPERTIES ADJACENT TO THE RIGHT OF WAY LINE. 4. ALL TRAVELED PORTIONS OF ROADWAYS WILL BE OPEN TO TRAFFIC DURING PEAK TRAFFIC PERIODS, 6:30 TO 8:30 A.M. AND 3:00 to 6:00 P.M. OR AS DIRECTED BY THE ENGINEER. 5. ON OR BEFORE THE FIRST DAY OF WORK AFFECTING TRAVELED ROADWAY, THE CONTRACTOR WILL BE REQUIRED TO HAVE THE TRAFFIC CONTROL DEVICES TO BE USED INSPECTED AND APPROVED BY THE ENGINEER AS TO 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 PLACE. 6. 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 UNDUE DELAY TO TRAFFIC MOVEMENT. 7. IF THE CONTRACTOR FAILS TO TAKE SUCH TIMELY AND APPROPRIATE CORRECTIVE ACTION, THE ENGINEER CAN ORDER A STOP TO FURTHER WORK UNTIL THE CONDITIONS ARE CORRECTED, OR ORDER CORRECTIVE ACTIONS TO BE PERFORMED BY OTHERS WITH ALL COSTS INCURRED THEREOF DEDUCTED FROM PAYMENTS DUE OR COMING DUE THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE FLAGMEN, BARRICADES, LIGHTS AND SIGNS FOR THE PROTECTION OF THE WORK AND THE PUBLIC AT ALL TIMES, AND THE CONTRACTOR AND HIS SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BY REASON OF THE CONTRACTOR'S OPERATIONS OR ANY NEGLIGENCE IN CONNECTION THEREIN. 1-07.23(6) DUST ( (ADDITIONAL SECTION) THE CONTRACTOR SHALL PROVIDE A MINIMUM 1,500 GALLON CAPACITY WATER TRUCK WITH A PRESSURE SPRAY SYSTEM DESIGNED FOR STREET CLEANING. THE STREETS SHALL BE CLEANED OF DUST AND DEBRIS AT THE END OF EACH WORKING DAY. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SPRINKLING, AS NECESSARY, TO ALLEVIATE DUST NUISANCE OR AS DIRECTED BY THE ENGINEER. 1-07.24 RIGHTS OF WAY (ADDITIONAL SECTION) THE CITY SHALL OBTAIN ALL EASEMENTS AND ACCESS PERMISSION NECESSARY TO THE CONSTRUCTION OF ALL IMPROVEMENTS LOCATED ON PRIVATE PROPERTY AND PAY ALL COSTS OF THE SAME. COPIES OF ALL EASEMENTS AND ACCESS PERMISSION WILL BE PROVIDED TO THE CONTRACTOR. THE CONTRACTOR SHALL PERFORM ALL WORK ON PRIVATE PROPERTY IN STRICT COMPLIANCE WITH THE TERMS AND CONDITIONS OF THE EASEMENTS AND RIGHT -OF - ACCESS DOCUMENTS. Supplemental Specifications (Rev 02/09/87) Page 15 1-08 PROSECUTION AND PROGREss 1-08.3 PROGRESS SCHEDULE (REPLACEMENT SECTION) IMMEDIATELY AFTER EXECUTION AND DELIVERY OF THE CONTRACT, AND BEFORE THE FIRST PARTIAL PAYMENT ID MADE, THE CONTRACTOR SHAM. DELIVER TO THE ENGINEER AN ESTIMATED CONSTRUCTION PRESS SCHEDULE IN A FORM SATISFACTORY TO THE ENGINEER, SNOWING THE PROPOSED DATES OF C040CZ4ENT AND COMPLETION OF EACH OF THE VARIOUS PAY ITEMS OF WORK REQUIRED UNDER THE CONTRACT DOCUMENTS AND THE ANTICIPATED AMOUNT OF EACH MONTHLY PAYMENT THAT MILL BECOME DUE TO THE CONTRACTOR IN ACCORDANCE WITH THE PROGRESS SCHEDULE. THE CONTRACTOR 94ALL.ALSO FURNISH PERIODIC ITEMIZED ESTIMATES OF WORK DOPE FOR THE PROSE OF MAKING PARTIAL PAYMENTS THEREON. THE COST INCURRED ON MAKING UP ANY OF THESE SCHEDULES WILL BE USED ONLY FOR DETERMINING THE BASIS OF PARTIAL PAYMENTS AND WILL NOT BE CONSIDERED AS FIXING A BASIS FOR ADDITIONS TO OR DEDUCTIONS FROM THE CONTRACT. SHOULD IT BECOME EVIDENT AT ANY TIME DURING CONSTRUCTION THAT OPERATIONS MILL OR MAY FALL BEHIND THE SCHEDULE OF THIS FIRST PROGRAM, THE CONTRACTOR SHALL, UPON REQUEST, PROMPTLY SUBMIT REVISED SCHEDULES IN THE SAME FORM AS SPECIFIED HEREIN, SETTING OUT OPERATIONS, METHODS, AND EQUIPMENT, ADDED LABOR FORCES OR WORKING SHIFTS, NIGHT WORK, ETC., BY WHICH THE LOST TIME MILL 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 COMPLIANCE WITH THE CONTRACT PROVISIONS. PAYMENTS OF ANY FURTHER ESTIMATES TO THE CONTRACTOR AFTER SUCH REQUEST IS MADE AND UNTIL AN APPROVED MODIFIED SCHEDULE HAS BEEN PROVIDED BY THE CONTRACTOR MAY BE WITHHELD. EXECUTION OF THE WORK ACCORDING TO THE ACCEPTED SCHEDULE OF CONSTRUCTION OF APPROVED MODIFICATIONS THEREOF, IS HEREBY 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 SUBCONTRACTORS, UTILITY DEPARTMENT, QUASI PUJBLIC UTILITY COMPANIES, AND OTHER INTERESTED PARTIES SHALL ATTEND A PRE - CONSTRUCTION CONFERENCE, WITH TIME, PLACE, AND DATE TO BE DETERMINED AFTER AWARD OF THE CONTRACT. SUBSEQUENTLY, A REPRESENTATIVE OF THE CONTRACTOR WILL ATTEND A WEEKLY CONFERENCE TO REVIEW PROGRESS AND DISCUSS ANY PROBLEMS THAT MAY BE IPCUiiRED. THE TIME, PLACE AND DATE OF THESE WEEKLY MEETINGS SHALL BE ESTABLISHED AT THE PRE -CONSTRUCTION CONFEUNX. 1-08.4 PROSECUTION OF WORK (ADDITIONAL SECTION) THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON AT LEAST 48 HOURS PRIOR TO COMIMEDCING WORK. THE SAME NOTIFICATIONS SHALL BE PROVIDED TO ALL EMERGENCY SERVICES, BY DIALING 911 FROM A PHONE WITH A RENTON EXCHANGE TELEPHONE NU14BER,.AND THE SCHOOL DISTRICT WHEN WORKING. WITHIN A ROADWAY RIGHT-OF- WAY. THE CONTRACTOR 94ALL ALSO NOTIFY PROPERTY OWNERS ADJACENT TO THE CONSTRUCTION AREA, INDICATING THE DURATION AND PROPOSED TIME OF ACCESS CLOSURE TO THEIR PROPERTY. 1-08.5 TIME OF COMPLETION (ADDITIONAL SECTION) 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 NDT OTHERWISE DEFINED HEREIN AS A NON WORKING DAY. A NON WORKING DAY IS 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 CONTINUED ALL DEFINITIONS OF RECOGNIZED HOLIDAYS IN THE STANDARD SPECIFICATIONS ARE DELETED AND VOID. RECOGNIZED HOLIDAYS SHALL BE AS FOLLOWS: NEW YEAR'S DAY, MEMORIAL DAY, JU.Y 4, LABOR DAY, VETERANS DAY, THANKSGIVING AND THE DAY FOLLOWING, AND CHRISTMAS DAY. THE DAY BEFORE CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A TIESDAY OR FRIDAY. THE DAY AFTER CHRISTMAS SHALL BE A HOLIDAY WHEN CHRISTMAS DAY OCCURS ON A MOrDAY, WEDNESDAY, OR THURSDAY. WHEN CHRISTMAS DAY OCCURS ON A SATUiDAY, THE TWO PRECEDING WORKING DAYS SHALL BE OBSERVED AS HOLIDAYS. WHEN CHRISTMAS DAY OCCURS ON A SUNRAY, THE TWO WORKING DAYS FOLLOWING SHALL BE OBSERVED AS HOLIDAYS. THE CONTRACTOR IS EXPECTED TO DILIGENTLY PROSECUTE THE WORK TO COPLETION IN ALL PARTS AND REQUIREFEINNTS. THE PROJECT SHALL BE COPLETEO WITHIN THE TIME NOTED IN THE CALL FOR BIDS. PROVIDED, HOWEVER, THAT THE CITY SHALL HAVE THE RIGHT UPON REQUEST OF THE PUBLIC WORKS DEPARTMENT, TO EXTEND THE TIFF OF COMPLETION OF SAID WORK. NO EXTENSION SHALL BE VALID UNLESS THE SAME BE IN WRITING AND ACCOMPANIED BY THE WRITTEN CONSENT TO SUCH EXTENSION BY THE SURETY ON THE BOND OF THE CONTRACTOR. TIME LOST IN REPLACING IMPROPER WORK OR MATERIAL SHALL NOT FURNISH ANY GROUNDS TO THE CONTRACTOR FOR CLAIMING AN EXTENSION OF TIME FOR THE COPLETION OF THE WORK, AND SHALL NOT RELEASE THE CONTRACTOR FROM DAMAGE OR LIABILITIES FOR FAILURE TO CO04PLETE THE WORK WITHIN THE TIME REQUIRED. 1-08.9 LIQUIDATED DAMAGES (ADDITIONAL SECTION) THE LIQUIDATED DAMAGES 00 NOT INCLUDE, AND ARE IN ADDITION TO, DAMAGES FROM COSTS FOR INSPECTION, SUPERVISION, LEGAL EXPENSE, AND COURT COSTS INCURRED BEYOND CONTRACT CCtiPLETION 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 WORN( BY OWNER EMPLOYEES (NEW SECTION) WHEN THE CONTRACTOR PERFORMS CONSTRUCTION WORK OVER THE ACCEPTED 8 HOURS PER DAY OR 40 HERS PER WEEK, OR ON ANY CITY HOLIDAY, AND THE WORK REQUIRES INSPECTION, THEN THE CONTRACTOR SHALL REIMBURSE THE CITY AT THE RATE OF $50 PER HOUR. THE CITY SHALL HAVE THE SOLE AUTHORITY IN DETERMINING THE NECESSITY OF HAVING THE OVERTIME INSPECTION, AND SHALL NOTIFY THE CONTRACTOR OF ITS INTENT TO REQUIRE SAID INSPECTION. SAID COSTS WILL BE DEDUCTED FROM MONIES DUE THE CONTRACTOR ON EACH MONTHLY ESTIMATE. 1-08.12 CONTRACTOR'S PLANT AND EQUIPMENT (NEW SECTION) THE CONTRACTOR ALONE SMALL AT ALL TIFFS BE RESPONSIBLE FOR THE ADEQUACY, EFFICIENCY, AND SUFFICIENCY OF HIS AND HIS SUBCONTRACTOR' S PLANT AND EQUIPMENT. THE OWNER SHALL HAVE THE RIGHT TO MAKE USE OF THE CONTRACTOR'S PLANT AND EQUIPMENT IN THE PERFORMANCE OF ANY WORK ON THE SITE OF THE WORK. THE USE BY THE OWNER OF SUCH PLANT AND EQUIPMENT SHALL BE CONSIDERED AS EXTRA WORK AND PAID FOR ACCORDINGLY. NEITHER THE OWNER NOR THE ENGINEER ASSUME ANY RESPONSIBILITY, AT ANY TIME, FOR THE SECURITY OF THE SITE FROM THE TIME CONTRACTOR'S OPERATIONS HAVE COMMENCED UNTIL FINAL ACCEPTANCE OF THE WORK BY THE ENGINEER AND THE OWNER. THE CONTRACTOR SHALL EMPLOY SUCH 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 END THAT IT SHALL BE PROSECUTED FAITHFULLY, AND WHEN HE IS NOT PERSONALLY PRESENT ON THE MORK.SITE, HE SHALL AT ALL REASONABLE TIMES BE REPRESENTED BY A COMPETENT SUPERINTENDENT WHO SHALL HAVE FULL AUTHORITY TO O(ECUTE THE SAME, AND TO SUPPLY MATERIALS, TOOLS, AND LABOR WITHOUT DELAY, AND WHO SHALL BE THE LEGAL REPRESENTATIVE OF THE CONTRACTOR. THE CONTRACTOR SHALL BE LIABLE FOR THE FAITHFUL OBSERVANCE OF ANY INSTRUCTIONS DELIVERED TO HIM OR TO HIS AUTHORIZED REPRESENTATIVE. 1-09 MEAS lMEXT AND PAYMENT 1-09.1 MEASUREMENT OF QUANTITIES (ADDITIONAL SECTION) THE CONTRACTOR WILL BE RESPONSIBLE TO ASSURE THAT ALL DELIVERY TICKETS THAT ARE REQUIRED FOR THE PURPOSE OF CALCULATING QUANTITIES FOR PAYMENT OR.FOR VERIFYING TYPE OF MATERIAL ARE RECEIVED BY THE ENGINEER AT THE TIME OF DELIVERY IN ORDER FOR PAYMENT TO BE MADE. A. BY TRICK PAYMENT WILL NOT BE MADE FOR DELIVERY TICKETS WHICH DO NOT SHOW TYPE OF MATERIAL, GROSS WEIGHT, TARE WEIGHT, TRUCK NUMBER, DATE, 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 PROJECT. THE WEIGHT LIST SHALL BE MAINTAINED IN DUPLICATE WITH ONE SIGNED COPY TRANSMITTED DAILY TO THE CITY BY THE SCALE ATTENDANT: IN ISOLATED CASES WHERE SCALE WEIGHT IS NOT AVAILABLE, THE INSPECTOR SHALL MEASURE THE TRUCK VOLUME AND CERTIFY AS TO ITS FULL LOAD DELIVERY. S. BY OTHER MEANS METHOD FOR MEASUREMENT AND PAYMENT FOR MATERIAL BRMXXT TO THE SITE BY ANY OTHER MEANS WILL BE DETERMINED BY CONTRACTOR/OWNER AGREEMENT BEFORE AWARD OF THE CONTRACT. 1-09.3 SCOPE OF PAYMENT (ADDITIONAL SECTION) ALL COSTS AND EVENSES 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 PROGRESS SCHEDULE, AS DESCRIBED IN 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 WORIMANSHIP IF THE DIRECTOR OF PUBLIC WORKS DEEMS SUCH ACCEPTANCE TO BE IN THE BEST INTEREST OF THE CITY, PROVIDED THE CITY MAY NEGOTIATE PAYMENT OF A LOWER UNIT PRICE FOR SAID MATERIAL OR WORKMANSHIP. PAYMENT FOR PIPE INSTALLED SHALL BE MADE ON THE FOLLOWING SCHEDULE ONLY: CONDITION OF PIPE INSTALLED PERCENT OF'BID PRICE PAID PIPE INSTALLED AND NDT TESTED. 80.0% PIPE INSTALLED AND TESTED. 90.0% PIPE INSTALLED, TESTED, TIE-INS AND SERVICES INSTALLED AND CLEAN- UP COMPLETED. 100.0% Supplemental Specifications (Rev 02/09/87) Page 18 DIVISION 2 EARTHWORK 2-01 CLEARING, IRKING, AND ROADSIDE CLEANUP 2-01.2 DISPOSAL OF USABLE MATERIAL & DEBRIS (PARTIAL REPLACEMENT SECTION) DELETE: "THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS BY ONE OF THE THREE DISPOSAL METHODS DESCRIBED BELOW. - ADD: "THE CONTRACTOR SHALL COMPLY WITH ALL LAMS AND RULES GOVERNING THE DISPOSAL OF DEBRIS AND CONSTRUCTION MATERIALS IN APPROVED LAND FILLS." 2-01.2(1) DISPOSAL METHOD NO. 1 - OPEN BURNING - DELETE 2-01.2(2) OISFaSAL 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 (ADDITIONAL SECTION) ALL DEBRIS, WASTE, EXCESS CONSTRUCTION MATERIALS AND OTHER MISCELLANEOUS MATERIAL NOT SALVAGED BY THE OWNER OF THE CONTRACTOR OR DISPOSED OF BY ANOTHER APPROVED METHOD ARE TO BE DISPOSED OF AT A LANDFILL APPROVED AND LICENSED BY THE APPROPRIATE GOVERNING BODY. 2-01.3(4) ROfOSIDE CLEANUP - DELETE 2-01.5 PAYMENT (PARTIAL REPLACEMENT SECTION) 2-02 REMOVAL OF STRUCTURES 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 SMALL 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 INCLUDING 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 B*W404ENT 2-03.1 DESCRIPTION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE WORK INCLUDES THESE ITEMS UNLESS THEY ARE DESIGNATED AS PAY ITEMS IN THE CONTRACT: 1. HAUL 2. SLOPE ROUNDING 3. EXCAVATION OF STRXTURES, OITCHES AND CHANNELS. 4. REMOVAL OF UNSUITABLE MATERIALS. 9. REMOVAL OF PAVEMENT, SIDEWALKS, DRIVEWAYS, CURB AND GUTTER, EXTRUDED CURBS, AND OTHER SURFACE IMPROVEMENTS 2-03.3(2) ROCK CUTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 CONTROLLED BLASTING WITH: CONTROLLED BLASTING -- BEFORE BLASTING WILL BE APPROVED THE CONTRACTOR MUST DEMONSTRATE TO THE ENGINEER AND LOCAL POLICE AND FIRE DEPARTMENTS THE NEED FOR THIS METHOD OF EXCAVATION. IF APPROVED BEFORE ANY BLASTING BEGINS, THE ENGINEER WILL REQUIRE 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) WHEN SHOWN ON THE PLANS OR WHEN SPECIFIED IN THE SPECIAL PROVISIONS, UNSTABLE NATURAL GROUND SHALL BE EXCAVATED PRIOR TO THE PLACEMENT OF EMBANKMENT OVER THE AREA. THE UNSTABLE MATERIAL MAY CONSIST OF PEAT, MUICK, 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 DRAGL.INE OPERATION OR BY SPECIAL EXCAVATION METHODS REQUIRING DIFFERENT EQUIPMENT FROM THAT USED FOR ROADWAY EXCAVATION, IN WHICH CASE NEAS150ENT AND PAYMENT AS "UNSUITABLE FOUNDATION EXCAVATION" ON A PER CUBIC YARD BASIS WILL APPLY. 2-03.3(14)F DISPLACEMENT OF UNSUITABLE FOUNDATION MATERIALS - DELETE 2-03.4 MEAS15R04W (SUPPLEMENTAL SECTION) ADO TO ITEM 1. AT THE DISCRETION OF THE ENGINEER, ROADWAY EXCAVATION, BORROW EXCAVATION, AND UNSUITABLE FOUNDATION EXCAVATION - BY THE CUBIC YARD MAY BE MEASURED BY TRUCK IN THE HAULING VEHICLE AT THE POINT OF LOADING. THE CONTRACTOR SHALL PROVIDE TRUCK TICKETS FOR EACH LOAD REMOVED. EACH TICKET SHALL HAVE THE TRUCK NUMBER, NAME AND DATE, AND BE APPROVED BY THE ENGINEER. 2-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) ADO TO BEGINNING OF PARAGRAPH 1: "ALL MATERIAL UNITS COVERED IN THIS SECTION SHALL INCLUDE THE HAUL TO AND FROM THE JOB SITE AS PART OF THEIR UNIT PRICE. Supplemental Specifications (Rev 02/09/87) Page 20 2-03.5 CONTINUED . .1 -1 REPLACE PARAGRAPH 1 ITEM 1 WITH: "WHEN THE ENGINEER ORDERS EXCAVATION 2 FEET OR LESS BELOW SADME, UNIT CONTRACT PRICES FOR ROADWAY EXCAVATION AND HAUL SHALL APPLY. IF HE ORDERS EXCAVATION MORE THAN 2 FEET BELOW SAWADE, THAT PART BELOW THE 2-FOOT DEPTH SHALL BE PAID FOR AS PROVIDED FOR IN SECTION 2- 03.5(3) UNSUITABLE FOUNDATION EXCAVATION." REPLACE TEXT OF ITEM 3 WITH: -UNSUITABLE FOUNDATION EXCAVATION", PER CUBIC YARD. WHEN THIS BID ITEM APPEARS IN THE SCHEDULE OF PRICES, THE CONTRACT PRICE PER CUBIC YARD SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, PLACING OR OTHERWISE DISPOSING OF THE MATERIAL INCLUDING HAIL. WHEN NO 810 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 SECTION 2-09.5.7. WHEN NEITHER OF THE ABOVE ITEMS IS PROVIDED IN THE CONTRACT SUCH WORK AS MAY BE ORDERED BY THE ENGINEER SHALL BE ACCOMPLISHED AS EXTRA WORK AND PAYMENT WILL BE MADE AS PROVIDED IN SECTION 1- 04.4. REPLACE TEXT OF ITEM 7 WITH: "ALL COST FOR EMBANKMENT COMPACTION SHALL BE INCIDENTAL TO OTHER PAY ITEMS INVOLVED." 2-04 WILL 2-04.5 PAYMENT (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. 2-0 SLOPE TREATMENT 2-05.5 PAYMENT (REPLACEMENT SECTION) ALL COSTS FOR SLOPE TREATMENT SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK. 2-09 STRUCTURE EXCAVATION 2-09.1 DESCRIPTION (SUPPLEMENTAL SECTION) THIS WORK ALSO INCLUDES THE EXCAVATION , WILL AND DISPOSAL OF ALL UNSUITABLE MATERIALS SUCH AS PEAT, MILK, SIAMPY OR UNSUITABLE MATERIALS, INCLUDING BURIED LOGS AND STLbPS. 2-09.3(1)C REMOVAL OF UNSTABLE BASE MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: GRAVEL BACKFILL FOR FOUDATION MATERIAL SHALL BE CRUSHED OR PARTIALLY CRUSHED MATERIAL MEETING THE REQUIREMENTS OF SECTION 9-30.78 FOR GRADATION AND QUALITY. Supplemental Specifications (Rev 02/09/87) Page 21 a 2-09.3(1)D DISPOSAL OF EXCAVATED MATERIAL (PARTIAL REPLACEMENT SECTION) REPLACE THE SECOND AND THIRD PARAGRAPHS WITH: THE UNIT CONTRACT PRICE FOR STRUCTURE EXCAVATION CLASS 8 SHALL INCLUDE ALL COSTS FOR LOADING AND HAILING THE MATERIALS. 2-09.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) MINIMUM TRENCH WIDTH 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 SHALL RE 1.5 FEET. LOWER LIMITS FOR PIPE. THE BOTTOM OUTSIDE OF THE PIPE, OR THE BOTTOM OF THE REQUIRED BEDDING MATERIAL WILL SERVE AS THE LOWER LIMIT FOR MEASURING EXCAVATION. THE ENGINEER MAY SET ANOTHER LIMIT WHEN EXCAVATION MUST BE MADE BELOW GRADE. DELETE THE LAST TWO PARAGRAPHS. 2-09.5 PAYMENT (REPLACEMENT SECTION) WHEN THE PROPOSAL INCLUDES ANY OF THE FOLLOWING BID ITEMS, THE OWNER WILL PAY AS FOLLOWS: 1. "STRUCTURE EXCAVATION CLASS A, -PER CUBIC YARD. 2. "STRUCTURE EXCAVATION CLASS B, "PER CUBIC YARD. THE UNIT CONTRACT PRICE PER CUBIC YARD FOR THE BID ITEMS LISTED ABOVE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND PUMPING INCLUDING HAUL. IF THE ENGINEER ORDERS THE CONTRACTOR TO EXCAVATE BELLOW THE ELEVATIONS SHOWN ON THE PLANS, THE UNIT PRICE PER CUBIC YARD FOR "STRUCTURE EXCAVATION CLASS A OR B" SHALL APPLY. BUT IF THE CONTRACTOR EXCAVATES DEEPER THAN THE PLANS OR THE ENGINEER REQUIRES, THE OWNER WILL NOT PAY FOR MATERIAL EXCAVATED FROM BELOW THE REQUIRED ELEVATIONS. IN THIS CASE, THE CONTRACTOR, AT HIS EXPENSE SHALL REPLACE SUCH MATERIAL WITH CONCRETE OR OTHER MATERIAL THE ENGINEER APPROVES. WHEN "STRUCTURE EXCAVATION CLASS an IS NDT INCLUDED IN THE BID ITEMS THEN ALL EXCAVATION, AND ALL HAIR. AND DISPOSAL OF EXCESS OR UNSUITABLE MATERIALS, TOGETHER WITH ALL LABOR, TOOLS AND EQUIPMENT REWIRED TO EXCAVATE TO LINE AND MADE FOR ANY PIPE, CULVERT OR CONDUIT SHALL BE CONSIDERED INCIDENTAL TO THE PRICE PAID FOR THAT PIPE, CULVERT OR CONMaT AND NO ADDITIONAL PAYMENT SHALL BE MADE. 5. "SHORING AND CRIBBING OR EXTRA EXCAVATION CIA 55 A.....," LUMP SUM. THE LUMP SUM CONTRACT PRICE SHALL BE FULL PAY FOR ALL LABOR, MATERIALS, TOOLS, AND EQUIPMENT NEEDED TO WILD, 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 OWNER WILL PAY AS PROVIDED IN SECTION 144.4. 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 SUM PRICE AND NO MORE WHEN THE EXTRA EXCAVATION DEPTH DOES NDT 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. NGRAVEL BACKFILL(KIND)." PER TON. THE UNIT CONTRACT PRICE PER TON FOR THE KIND AND CLASS OF GRAVEL BAC FILL USED SHALL BE FULL PAY FOR ALL LABOR, MATERIAL, TOOLS, AND EQUIPMENT USED. Supplemental SDecitications (Rev 02/09/87) Page 22 1 2-09.5 CONTINUED UNLESS OTHERWISE SPECIFIED GRAVEL BACKFILL, GRAVEL BORROW, AM BANK RUN GRAVEL FOR TRENCH BACKFILL SHALL REFER TO GRAVEL BASE CLASS 8 AS DEFINED IN SECTION 9-3.10 OF THE SUPPLEMENTAL SPEECIFICATIONS. 1 7. "FOUNDATION MATERIAL CLASS A OR CLASS 8". PER TON. IF EXCAVATION BELOW THE ELEVATION SHOWN ON THE PLANS TO REMOVE INSTABLE, OR UNUSABLE, OR UNSUITABLE MATERIAL IS REQUIRED BY THE ENGINEER THEN ALL LABOR, MATERIAL, AND EQUIPMENT REQUIRED TO EXCAVATE, LOAD, HALL, AND DISPOSE OF SIGH MATERIAL, AND TO REPLACE THE MATERIAL WITH FOUNDATION MATERIAL CLASS A OR CLASS 8 SHALL BE PAID IN THE BID ITEM "FOUNDATION MATERIAL CLASS A OR CLASS B"(SECTION 943.12(1)), PER TON AND NO ADDITIONAL PAYMENT SMALL BE MADE. 2-11 TRIMMING AND CLEAMP 2-11.3 CONSTRUCTION REQUIREMENTS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: 7. REMOVE TREES, SNAGS, DOWN TIMBER, UPTURNED STUMPS, LARGE ROCKS AND BOULDERS, AND OTHER UNSIGHTLY MATTER OUTSIDE THE AREA STAKED FOR CLEARING OR GRUBBING. :T 8. THIN TREES OR BRUSH AS REQUIRED BY THE ENGINEER. 9. FILL HOLES AND SMOOTH AND CONTOUR THE GROUND. 10. SHAPE THE ENDS OF CUTS AND FILLS TO FIT ADJACENT TERRAIN AND TO ENHANCE THE AREA'S APPEARANCE. 11. OBLITERATE ABANDONED ROADS AND RESHAPE THE AREAS TO BLEND NATURALLY WITH SURROUNDINGS. Supplemental Specifications (Rev 02/09/87) Page 23 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 ASPHALT CONCRETE PAVEMENT 5-04.5 PAYMENT (PARTIAL REPL.AC94MT SECTION) REPLACE ITEM 10 "DRIVE MAY ASPHALT" WITH: 10. -MISCELLANEOUS AND/OR DRIVE WAY ASPHALT," PER TON. ALL COST FOR THE ITEM 12 CRACK SEALING, 13 TEMPORARY STRIPING, 4 14 REMOVING TEMPORARY STRIPING SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE UNIT CONTRACT PRICE OF OTHER UNITS OF WORK." 5-05.03(18) CEMENT CONCRETE DRIVEWAYS (SUPPLEMENTAL 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 SQUARE YARD Supplemental Specifications (Rev 02/09/87) Page 24 DIVISION 6 STRucTUREs 6-11 ROCKERIES (PEW SECTION) 6-11.1 (DESCRIPTION) THE WORK DESCRIBED IN THIS SECTION, REGARDLESS OF THE TYPE OF MATERIALS ENCDinMED, INCLUDES THE EXCAVATION AND SHAPING OF THE M OR FILL SLOPES AND FURNISHING AND CONSTRUCTING ROCKERIES/ROCK RETAINING WALL WHERE SHOWN ON THE PLANS OR.WFERE DIRECTED BY THE ENGINEER. 6-11.2 MATERIALS ROCK WALLS SHALL BE FORMED OF LARGER PIECES OF QUARRIED BASALT, ANDESITE OR OTHER IMM S ROCK. INDIVIDUAL PIECES OF ROCX SWILL BE SOUND AND RESISTANT TO WEATHERING. WHEN BROKEN INTO PIECES WEIGHING 50 TO 150 GRAMS AND TESTED FOR SOUNDNESS WITH SODIUM SULFATE IN ACCORDANCE WITH AASHTO T104, THE LOSS THROUGH A ONE -INCH SIEVE AFTER 6 CYCLES SWILL NOT EXCEED 35% BY WEIGHT. THE ROCK MATERIAL SHALL BE AS NEARLY RECTANGULAR AS POSSIBLE SO AS TO AFFORD THE MINIMUM AMOUNT OF VOID SCE BETWEEN THE BLOCKS. NO STONE SHALL BE USED WHICH DOES NOT EXTEND THROUGH THE WALL. THE ROCK MATERIAL SHALL BE HARD, SOUND, DURABLE AND FREE FROM WEATHERED PORTIONS, SEAMS, CRACKS AND OTHER DEFECTS. THE ROCK DENSITY SHALL BE A MINIMUM 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 ROC( WALLS SHALL BE CONSTRUCTED OF ONE -MAW ROCKS, (85 TO 300 POUNDS) EACH 10- IN ITS LEAST DIMENSION; TWO -MAN ROCKS, (300 TO 600 POUNDS) EACH 130 IN ITS LEAST DIMENSION; THREE-MAN ROCKS (800 TO 1,200 POUNDS) EACH 16- IN ITS LEAST DIMENSION; FOUR -MAW ROCKS (1,500 TO 2,200 POUNDS) EA04 180 IN ITS LEAST DIMENSION. THE ROCKS SHALL RANGE UNIFORMLY IN SIZE FOR EACH CLASSIFICATION SPECIFIES. THE FOUR -MAN ROCKS SHALL ONLY BE USED FOR THE FIRST COURSE OF ROCK IN WALLS OVER 6 FEET IN HEIGHT. 6-11.3 (CONSTRUCTION REQUIREMENTS) THE ROCK UNLOADING AT THE SITE WILL BE DONE IN SUCH A MANNER AS TO SEGREGATE THE ROCK BY THE SIZE RANGES INDICATED IN THE PRECEDING PARAGRAPH. THE WALLS SHALL BE STARTED BY EXCAVATING A TRENCH, NOT LESS THAN 6 INCES OR MORE THAN ONE FONT IN DEPTH BELOW SUBGRAM IN EXCAVATION SECTIONS, OR NOT LESS THAN 6 INCHES OR MORE THAN ONE FONT IN DEPTH BELOW THE EXISTING GROUND LEVEL IN BEANQENT SECTIONS. AREAS ONWHICH THE ROCKERY IS TO BE PLACED SHALL BE TRIMMED AD DRESSED TO CONFORM TO THE ELEVATION OR SLOE INDICATED. THE ROCK WALL CONSTRUCTION SHALL START AS SOON AS POSSIBLE UPON THE COMPLETION OF THEM OR FILL SECTION. ROC( SELECTION AND PLACEMENT SHALL BE SUCH THAT THERE WILL BE NO OPEEN VOIDS IN THE EXPOSED FACE OF THE WALL OVER 6 INCES ACROSS IN ANY DIRECTION. THE ROOKS SHALL BE PLACED AND KEYED TOGETHER WITH A MINIMUM OF VOIDS. PARTICULAR ATTENTION SHALL BE GIVEN TO THE PLACING AND KEYING TOGETHER OF THE FINAL COURSE OF ALL ROOKERIES. THE FINAL COURSE SHALL HAVE A CONTINUOUS APPEARANCE AND BE PLACED TO MINIMIZE EROSION OF THE ;BACKFILL MATERIAL. THE LARGER ROOKS SHALL BE PLACED AT THE BASE OF THE ROCKERY SO THAT THE WALL WILL BE STABLE AND HAVE A STABLE APPEARANCE. THE ROCKS SHALL BE CAREFULLY PLACED BY MECHANICAL EWIPMENT AND IN A MANNER SUCH THAT THE LONGITUDINAL AXIS IF THE ROCK SHALL BE AT RIGHT ANGLES OR PERPENDICULAR TO THE ROOKERY FAO:. THE ROCKS SHALL HAVE ALL INCLINING FACES SLOPING TO THE BACK OF THE ROOKERY. EACH ROW OF ROOKS WILL BE SEATED AS TIGHTLY AND EVENLY AS POSSIBLE 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 BETWEEN THE ROCKS SHALL BE CHINKED ON THE BACK WITH QUARRY ROCK TO ELIMINATE ANY VOID 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 BETWEEN 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 RAM AFTER EACH COURSE 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 DRAIN PIPE A 4 INCH DIAMETER PERFDRATED PVC PIPE SHALL BE PLACED AS A FOOTING GRAIN BEHIND THE ROCKERIES AS SHOWN IN THE STANDARD PLANS, AND CONNECTED TO THE STORM DRAINAGE SYSTEM WHERE SHOWN. 6-11.3.3 REJECTION OF MATERIAL THE INSPECTOR WILL HAVE THE AUTIHORITY TO REJECT ANY DEFECTIVE MATERIAL AND TO SUSPEND ANY WORK THAT IS BEING IMPROPERLY DONE, SUBJECT TO THE FINAL DECISION OF THE ENGINEER. ALL REJECTED MATERIAL WILL BE REMOVED FROM THE CONSTRUCTION SITE AND ANY REJECTED WORK SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 6-11.4 MEASUREMENT MEASUREMENT OF THE FINISHED ROCK WALL FOR PAYMENT WILL BE MADE FROM THE FOOTING GRADE TO THE TOP OF THE WALL AND ROANDED 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 RETAINING WALL IN PLACE AND SHALL INCLUDE ALL WORK, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE THE INSTALLATION. Supplemental Specifications (Rev 02/09/87) Page 26 t -r DIVISION 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS 7-01 DRAINS 7-01.4 MEASUREMENT (ADDITIONAL SECTION) ADO TO PARAGRAPH 2: "WHEN THE CONTRACT DOES NOT INCLUDE 'STRUCTURE EXCAVATION CLASS 8' AND 'STRUCTURE EXCAVATION CLASS 8 INCLUDING HAIL' AS A PAY ITEM ALL COSTS ASSOCIATED WITH THESE ITEMS SHALL BE INCLUDED IN OTHER CONTRACT PAY ITEMS." 7-02 CULVERTS 7-02.2 MATERIALS (ADDITIONAL SECTION) ADD TO PARAGRAPH 1: PVC PIPE ...................... 9-05.12 PVC PIPE: WHERE PLAIN UD REINFORCED CONCRETE, STEEL, OR ALUMINUM ARE REFERRED TO IN SECTION 7-02 IT SHALL BE UNDERSTOOD THAT 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 SHALL BE LAID BEGINNING AT THE LOWER END, WITH THE BELL END UPGRADE. PEA GRAVEL WILL BE USED AS THE BEDDING MATERIAm 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 RUBBER GASKETED CONCRETE COLLAR WILL BE USED AT THE POINT OF CONNECTION. 7-02.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) 7-02.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 1 THROUGH 20 AND REPLACE WITH: 1. • " Storm drain pipe per L.F. 2. " " X " " Corrugated Steel Arch Pipe per L.F. 3. w w x w w Corrugated Aluminum Arch Pipe per L.F. 4. "Concrete Class C" per C.Y. 5. " • Diameter Flared End Section Per Ea. DELETE PARAGRAPHS 5 & 7 7-05 STRIDTU L PLATE PIPE, PIPE ARCH ARCH, AND U NWFASS 7-03.4 MEAS1 04ENT (PARTIAL REPLACEMENT SECTION) Paragraph 5: REPLACE "SECTION 2-09.4" WITH "SECTION 2-09.5" Supplemental Specifications (Rev 02/09/87) Page 27 7-03.5 PAYMENT (PARTIAL REPLACEMENT SECTION) DELETE ITEMS 11, 12 and 13 1 REPLACE LAST PARAGRAPH WITH: THE WIT CONTRACT PRICE FOR GRAVEL BACKFILL FOR FOUNIDATIONS CLASS A OR CLASS 8 SHALL BE PAID IN ACCORDANCE WITH SECTION 2-09. -n -A.73f 7-04.2 MATERIALS (SUPPLEMENTAL SECTION) ADD: 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 LIME AND GRADE WILL BE PROVIDED BY THE ENGINEER OR CONTRACTOR IN A MANNER CONSISTENT WITH ACCEPTED PRACTICES AND THESE SPECIFICATIONS. 7-04.3(3) BACKFILLING STORM SEWER TRENCHES (SUPPLEMENTAL SECTION) ADD TO PARAGRAPH 3: PVC PIPE SHALL BE BEDDED AND BACKFILLED WITH PEA GRAVEL IN ACCORDANCE WITH 744.3(1)B PRIOR TO BACKFILLING THE REMAINDER OF THE TRENCH. ADD: MEASUREMENT OF BANK RUN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES 84M ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHI04EVER IS LESS. 7-04.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE STORM SEWER TRENCH WILL BE MEASURED AS STRUCTURE EXCAVATION CLASS B OR STRICTURE EXCAVATION CLASS 8 INCLUDING HAUL, AS SPECIFIED IN SECTION 2.09. 7-04.5 PAYMENT (PARTIAL REPLACEMENT SECTION). DELETE ITEMS 1 THROUGH 8 AND REPLACE WITH: 1.. M " Storm sewer pipe, per L.F. 2. Concrete Class C, per C.Y. WHEN NO BID ITEM "GRAVEL BACKFILL FOR PIPE BEDDING" IS INCLUDED IN THE SALE OF PRICES, PIPE BEDDING, AS SHOWN IN THE STANDARD PLANS, SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO ADDITIONAL PAYMENT SHALL BE MADE. REPLACE PARAGRAPH 3 WITH: TESTING OF STORM SEWER PIPE IF REQUIRED BY THE ENGINEER SHALL BE CONSIDERED INCIDENTAL TO AND INCLUDED IN THE WIT CONTRACT PRICES FOR OTHER ITEMS. Supplemental Specifications (Rev 02/09/87) Page 28 -� 7-0 MANHOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS 7-05.3(1) ADJUSTING MAN40LES AND CATCH BASINS TO GRADE (SUPPLEMENTAL SECTION) •.. IN UNPAVED STREETS: MANHOLES, CATCH BASINS AND SIMILAR STRUCTURES IN AREAS TO BE SURFACED WITH ROCK OR NAVEL SHALL BE CONSTRUCTED TO A POINT APPROXIMATELY EI04T INCHES BELOW THE St GRADE AND COVERED WITH A TEMPORARY WOOD COVER. EXISTING MANHOLES SHALL 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 GUSHED STONE SURFACING, THE MANHOLES AND MANHOLE CASTINGS SHALL BE CONSTRUCTED TO THE FINI94ED GRADE OF THE ROADWAY SURFACE. EXCAVATION NECESSARY FOR BRINGING MANHOLES TO GRADE SHALL CENTER ABOUT THE MPM40LE AND BE HELD TO THE MINIMUM AREA NECESSARY. AT THE COMPLETION OF THE MANE ADJUSTMENT, THE VOID AROUND THE MANHOLE SHALL BE MOTILLED WITH MATERIALS WHICH RESULT IN THE SECTION REQUIRED ON THE TYPICAL ROAD WAY SECTION, AND BE THOROUGHLY COMPACTED. WHERE SITU INOUS SURFACE TREATMENT IS TO BE PLACED, THE WMXE 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 SHALL BE MADE AND CAST IRON FRAME BE SET AFTER FORMS HAVE BEEN PLACED AND CHECKED. IN PLACING THE CONCRETE PAVEMENT, E)TREME CARE SHALL BE TAKEN NOT TO ALTER THE POSITION OF THE CASTING IN ANY WAY. IN ASPHALT CONCRETE PAVEMENT: MANHOLES SHALL NOT BE ADJUSTED UNTIL THE PAVEMENT IS COMPLETED, AT WHICH TIME THE CENTER OF EACH MANHOLE SHALL BE CAREFULLY RELOCATED FROM REFERENCES PREVIOUSLY ESTABLISHED BY THE CONTRACTOR. THE PAVEMENT 94ALL 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 (MADE. 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 SHALL BE REMOVED AND CLASS B(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 EDGE 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 TAMPERS 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, AND UNIFORMITY OF GRADE. THE JOINT BETWEEN THE PATCH AND THE EXISTING PAVEMENT SHALL THEN BE CAREFULLY PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EMULSION AND SHALL BE IMMEDIATELY COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT CENT SOLIDIFIES. THE INSIDE THROAT OF THE MANHOLE SHAWL BE THOROUGHLY MORTARED AND PLASTERED. ADJUSTMENT OF INLETS: THE FINAL ALIGNMENT 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 TOP OF THE INLET WILL BE PERFORMED IN SIMILAR MANNER TO THE ABOVE FOR MANHOLES. ON ASPHALT CONCRETE PAVING PROJECTS USING CURB AND GUTTER SECTION, THAT PORTION OF THE CAST IRON FRAME NOT EMBEDDED IN THE GUTTER SECTION SHALL BE SOLIDLY EMBEDDED IN CONCRETE ALSO. THE CONCRETE SHALL EXTEND A MINIMUM OF SIX INDES BEYOND THE EDGE OF THE CASTING AND SHALL BE LEFT 1 1/2 INCHHES BELOW THE TOP OF THE FRAME SO THAT THE WEARING COURSE OF ASPHALT CITE PAVEMENT WILL BUTT THE CAST IRON FRAME. THE EXISTING CONCRETE PAVEMENT AND EDGE OF THE CASTING SHALL BE PAINTED WITH HOT ASPHALT CEMENT. ADJUSTMENTS IN THE INLET STRUCTURE SHALL BE CONSTRUCTED IN THE SAME MANNER AND OF THE SAME MATERIAL AS THAT REQUIRED FOR NEW INLETS. _ Supplemental Specifications '� (Rev 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: MONUMENTS AND MONUMENT CASTINGS SHALL BE ADJUSTED TO GRADE IN THE SAME MANNER AS FOR MN+1O.ES. VALVE BOX CASTINGS: ADJUSTMENTS OF VALVE BOX CASTINGS SHALL BE MADE IN THE SANE MANNER AS FOR MANHOLES. 7-05.3(2) CONNECTION TO EXISTING LINE. CATCH BASIN. CURB INLET OR MANHOLE (NEW SECTION) MERE SHOWN ON THE PLANS, NEW DRAIN PIPES SHALL BE a ECTED TO EXISTING LINE, CATCH BASIN, CURB INLETS AND/OR MANHOLES. THE CONTRACTOR SHALL BE REQUIRED TO CORE DRILL INTO THE STRUCTURE, SHAPE THE NEW PIPE TO FIT AND REC ROUT THE OPENING IN A WOF40WLIKE MANNER. 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 STRICTUM, OR THE CONNECTION OF AN EXISTING LINE TO A NEW STRICTURE. 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 810 PRICE PER EACH SHALL BE FULL COMPENSATION FOR ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED. 7-05.4 MEASJI04ENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: 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' AS EXTRA DEPTH KQ44OLE5 ", OR EXTRA DEPTH CATCH BASINS, TYPE , "; PER VERTICAL FOOT . REPLACE PARAGRAPH 4: WITH: STRUCTURE EXCAVATION CLASS 8 AND STRUCTURE EXCAVATION CLASS 8, INCLUDING HAIL WILL BE MEASURED AS SPECIFIED IN SECTION 2-09. 7-05.5 PAYMENT (PARTIAL 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 ", per each 4. "Catch Basin Type_, ", Without catch,.per each 5. "Extra Depth Catch Basta ", per V.F. 6. "Adjust Manhole", per each 7. "Adjust Catch basin*, per each 8.. "Adjust Valves", per each 9. "Adjust Monuments", per each ID. "Connection to Existing", per each DELETE PARAGRAPH 4- Supplemental Specifications v•Q• Y6/ V7/9/1 roye 7Y 1 7-09 PIPE AND FITTINGS FOR WATER MAINS 7-09.2 MATERIALS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: MATERIALS SHALL 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, BEDODG, AND BAOKFILL FOR WATER MAINS 7-10.3(07)8 EXTRA EXCAVATION (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: MEASUREMENT OF "BANK RUN GRAVEL FOR TRENCH BACKFILL" WILL BE BY THE TON. 7-10.4(04) BANK RUN GRAVEL FOR TRENCH BACKFILL (REPLANT SECTION) MEASUREMENT OF BAN( RUIN GRAVEL FOR TRENCH BACKFILL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1- 09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2-09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS 7-10 5 02)_REMOVAL MO REPLACEMENT OF EXTRA EXCAVATION (PARTIAL REPLSECTION) - DELETE 7-10.5(03) REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL (PARTIAL REPLACD+ENT SECTION) 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 REPL1T SECTION) REPLACE PARAGRAPH 1 WITH: PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "BANK RUIN GRAVEL FOR TRENCH BACKFILL" WHICH PRICE 94ALL BE FULL COMPENSATION FOR EXCAVATING, FU OaSIHIMG, HAULING, PLACING AND COMPACTING THE MATERIAL IN THE TRENCH. ALSO INCLUDW IN THE UNIT CONTRACT PRICE IS THE WASTING OF EXCESS AND. LK SABLE MATERIAL EXCAVATED FROM THE TRENCH. 7-10.5(05) FOUNDATION MATERIAL (ADDITIONAL. SECTION) PAYMENT WILL BE MADE AT THE UNIT CONTRACT PRICE PER TON FOR "FOUNDATION MATERIAL" WHICH PRICE'SHALL BE FULL C042D ATION FOR EXCAVATING AND DISPOSING OF THE UNSUITABLE MATERIAL AND REPLACING WITH THE APPROPRIATE FOUNDATION MATERIAL PER SECTION 9-30.78(1) 7 U PIPE DISTALLATION FOR WATER MINS 7-11.3(06) LAYING DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT (SUPPLEMENTAL SECTION) THE POLYETHYLENE ENCASEMENT SHALL ALSO BE INSTALLED ON ALL APPURTENANCES, SUCH AS PIPE LATERALS, COUPLINGS, FITTINGS, AND VALVES, IN ACCORDANCE WITH SECTION 4-5 OF ANSI 21.5 OR AWWA C105. Supplemental Specifications (Rev 02/09/87) Page 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 MADE BY CITY FORCES AS PROVIDED BELOW: CONTRACTOR INSTALLED CONNECTIONS• CONNECTIONS TO THE EXISTING WATER MAIN SHALL NOT BE MADE WITHOUT FIRST MAKING THE NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. EXISTING WATER MAIMS SHALL BE CUT BY THE CONTRACTOR. THE C04TRACTOR 94ALL 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 SHALL BE BEVELLED TO PREVENT DAMAGE TO THE TRANSITION COUPLING GASKET ORRING INSTALLATION OF THE COUPLING. THE EXTERIOR OF THE EXISTING PIPE END SHALL BE CLEANED TO A SOUND, 9013TH 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 SHALL BE WRAPPED LOOSELY AROUND THE PIPE, FITTINGS, AND COUPLINGS, AND SECURED WITH 2-INCH WIDE POLYETHYLENE ADHESIVE TAPE. PIPELINES IN WHICH THE COUPLINGS ARE INSTALLED 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 PLASTIC 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 DZI PLASTIC FILM WRAP FROM BEING PUNCTURED OR OTHERWISE DAMAGED. PLASTIC FILM WRAP AND ITS INSTALLATION 94ALL CONFORM TO AWWA C105 EXCEPT AS MODIFIED HEREIN. WHEN WORK 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 HOLIDAYS. 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. THE CONTRACTOR MAY BE REQUIRED TO PERFORM THE CONNECTION DURING TIMES OTHER THAN NORMAL WORKING HORS. 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 SUGGESTED PIPING ARRANGEMENTS HAVE BEEN SHOWN IN THE PLANS. FOR THE INSTALLATION OF THESE CONNECTIONS, THE SURFACED PORTION OF THE ROADWAY SHALL NOT BE PENETRATED LESS THE (ACTING POINT IS DIRECTLY UNDER IT. FOR CONNECTION BY ANY OTHER METHOD, THE CONTRACTOR SHALL FURNISH A DETAILED SKETCH FOR APPROVAL NOT LESS THAN TWO WE8G 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 NECESSARY ARRANGEMENTS WITH THE ENGINEER IN ADVANCE. WORK SHALL NOT BE STARTED UNTIL ALL THE MATERIALS, EQUIPMENT AND LABOR NECESSARY TO PROPERLY COMPLETE THE WORK ARE ASSEMBLED ON THE SITE. (Rev 02/09/87) Page 32 i 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, AND PROVIDE CONCRETE BLOCKING FOR THE CONNECTIONS TO EXISTING MAINS. THE CITY WILL CUT THE i EXISTING MAIN AND ASSEMBLE ALL MATERIALS. WHEN THE CITY MAKES THE CONNECTIONS TO THE EXISTING SYSTEM ALL LABOR, MATERIALS, AND EQUIPMENT' REQUIRED OF THE CONTRACTOR SHALL BE CONSIDERED INCIDENTAL AND ALL RELATED COSTS SHOULD BE INCLUDED IN OTHER ITEMS OF WORK. 7-11.3(11) HYDROSTATIC PRESSURE TEST (REPLACEMENT SECTION) ALL WATER MAINS AND APP1J"V ANCES 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 PERFORMING THE TEST SHALL BE FURNISHED I D OPERATED BY THE CONTRACTOR. THE PIPELINE TRENCH SHALL BE BADTILLEO SUFFICIENTLY TO PREVENT MOVEMENT OF THE PIPE UNDER Pam. ALL THRUST BLOCKS SHALL BE IN PLACE AND SUFFICIENTLY CURED TO REACH DESIGN STRENGTH BEFORE TESTING. WHERE PERMANENT BLOCKING IS 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 BACKFLOW PREVENTION DEVICE WILL BE USED WHEN DRAWING WATER FROM THE CITY SYSTEM. THESE MAY BE OBTAINED FROM THE CITY BY COMPLETING THE REQUIRED FORMS AND MAKING REQUIRED SECURITY DEPOSITS. THERE WILL BE NO CHARGE FOR THE WATER USED. GAUGES USED IN THE TEST MAY BE REQUIRED TO BE CERTIFIED FOR ACCURACY AT A LABORATORY BY THE OWNER. - , A VISIBLE LEAKAGE DETECTED SHALL BE CORRECTED BY THE CONTRACTOR TO THE SATISFACTION OF. THE OWNER REGARDLESS OF THE ALLOWABLE LEAKAGE SPECIFIED ABOVE. SHOULD THE TEST SECTION FAIL TO -MEET THE PRESSURE TEST SUCCESSFULLY AS SPECIFIED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND REPAIR THE DEFECTS AND THEN RE -TEST THE PIPELINE. ALL TESTS SHALL BE MADE WITH THE HYDRANT AUXILIARY GATE VALVES OPEN AND PRESSURE AGAINST THE. HYDRANT VALVE. AFTER THE TEST 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 IMMEDIATE LOSS OF PRESSURE ON THE GAUGE WHEN THE PRESSURE CODS AGAINST THE VALVE BEING CHECKED. THE CONTRACTOR SHALL VERIFY THAT THE PRESSURE DIFFERENTIAL ACROSS THE VALVE DOES NOT EXCEED THE RATED WORKING PRESSURE OF THE VALVE. SECTIONS TO BE TESTED SHALL NORMALLY BE LIMITED TO 1,500 FEET. THE OWNER MAY REQUIRE THAT THE FIRST SECTION OF PIPE, NOT LESS THAN 1,000 FEET IN LENGTH, INSTALLED BY EACH OF THE CONTRACTOR'S CREWS, BE TESTED IN ORDER TO QUALIFY THE CREW AND/OR THE MATERIAL. PIPE LAYING SMALL NOT BE CONTINUED MORE THAN AN ADDITIONAL 1,000 FEET UNTIL THE FIRST SECTION SHALL HAVE BEEN TESTED SUCCES9%LLY.. PRIOR TO CALLING OUT THE OWNER TO WITNESS THE PRESSURE TEST, THE CONTRACTOR SHALL HAVE ALL EQUIPMENT SET UP CCH`PLETELY READY FOR OPERATION AND SHALL HAVE SICCFSSFlJLLY PERFORMED THE TEST TO ASSURE THAT THE PIPE IS IN A SATISFACTORY CONDITION. .. BEFORE APPLYING THE SPECIFIED TEST PRESSURE, AIR SHALL BE EXPELLED COMPLETELY FROM THE PIPE, VALVES AND HYDRANTS. IF PERMANENT AIR VENTS ARE NOT LOCATED AT ALL HIGH POINTS, THE CONTRACTOR SHALL Supplemental Specifications (Rev 02/09/87) Page 33 i 7-11.3(11) CONTINUED INSTALL CORPORATION COCKS AT SUCH POINTS SO THAT THE AIR CAN BE EXPELLED AS THE LINE IS FILLED WITH WATER. AFTER ALL THE AIR HAS BEEN EXPELLED, THE CORPORATION COCKS SHALL BE CLOSED AND THE TEST PRESSURE APPLIED. AT THE CONCLUSION XF THE PRESSURE TEST, THE CORPORATION COCKS SHALL BE REMOVED AND PLUGGED. THE TEST SMALL 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 AS DIRECTED BY THE OWNER, AND THEN PUMP THE MAIN UP TO THE TEST PRESSURE AGAIN. DURING THE TEST, THE SECTION BEING TESTED SMALL BE OBSERVED TO DETECT ANY VISIBLE LEAKAGE. A CLEAN CONTAINER SHALL BE USED FOR HOLDING WATER FOR PUMPING UP PRESSURE ON THE MAIN BEING TESTED. THIS MAKEUP WATER SHALL BE STERILIZED BY THE ADDITION OF CHLORINE TO A CONCENTRATION OF 50 MG/L. THE QUANTITY OF WATER REQUIRED TO RESTORE THE INITIAL HYDROSTATIC PRESSURE SHALL BE ACCURATELY DETERMINED BY EITHER 1) PUMPING FROM AN OPEN CONTAINER OF SUITABLE SIZE SUCH THAT ACCURATE VOLUME MEASUREMENTS CAN BE MADE BY THE OWNER OR, 2) BY PUMPING THROUGH A POSITIVE DISPLACEMENT WATER METER WITH A SWEEP UNIT HAND REGISTERING ONE GALLON PER EVOLUTION. THE METER 94ALL BE APPROVED BY THE OWNER. ACCEPTABILITY OF THE TEST WILL BE DETERMINED BY TWO. FACTORS, AS FOLLOWS: 1. THE QUANTITY OF WATER LOST FROM THE MAIN 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 TEST PERIOD. ALLOWABLE LEAKAGE PER 1000 FT. OF PIPELINE; - GPH Nominal Pi 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 OR PRESSURES NOT LISTED BY THE FORMULA STATED IN SECTION 74.2.11 OF THE STANDARD S'ECIFICATIONNS. 7-11.3(12) DECHLORINATION (5125LEMENTAL SECTION) DECHLORINATION OF ALL WATER USED FOR DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CITY'S STANDARD DETAIL INCLUDED IN THIS DOCUMENT. WATER CONTAINING CHLORINE RESIDUALS SHALL NDT BE DISPOSED INTO THE STORM DRAINAGE SYSTEM OR ANY WATERWAY. 7-11.3(13) CONCRETE THRUST BLOCKING (REPLACEMENT SECTION PROVIDE CONCRETE BLOCKING AT ALL HYDRANTS, FITTINGS AND HORIZONTAL OR VERTICAL ANGLE POINTS. f CONFORM TO THE CITY OF RENTON STANDARD DETAILS FOR GENERAL BLOCKING, DEAD -MAN BLOCKING, AND VERTICAL BLOCKS HEREIN. ALL FITTINGS TO BE BLOCKED SHALL BE WRAPPED WITH 4-MIL POLYETHYLENE PLASTIC. CONCRETE BLOCKING SHALL BE PROPERLY FORMED WITH PLYWOOD OR OTHER ACCEPTABLE FORMING MATERIALS AND SHALL NOT BE POURED AROUND JOINTS. THE FORMS SHALL BE STRIPPED PRIOR TO BACKFILLING. JOINT RESTRAINT(SiACKLE RODS), WHERE REQUIRED, SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). Supplemental Specifications (Rev 02/09/87) Page 34 7-11.3(15) JOINT RESTRAINT SYSTEMS (NEW SECTION) GENERAL WHERE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS OR REQUIRED BY THE ENGINEER, JOINT RESTRAINT SYSTEM (SHACKLE RODS) SHALL BE USED. ALL JOINT RESTRAINT MATERIALS USED SHALL BE THOSE MANUFACTURED BY STAR NATIONAL PRODUCTS, 1323 HOLLY AVENUE PO BOX 258, COLUMBUS OHIO 43216, UNLESS AN EQUAL ALTERNATE IS 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 STEEL ASTM A36, STAR "S" SERIES. ITEMS TO BE ZINC PLATED OR GALVANIZED TO MEET THE FOLLOWING REQUIREMENTS: ASTM 8633 ELECTROOEPOSITED COATINGS OF ZINC ON STEEL. ASTM AL" FOR GALVANIZING IRON AND STEEL HARDWARE. ASTM A123 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 7:5/8" FOR 2" AND 3" MECHANICAL JOINTS, 3/4" FOR 4" TO 12" MECHANICAL JOINTS, ASTM A325, TYPE 3D, EXCEPT TENSILE STRENGTH OF FULL -BODY THREADED SECTION SHALL BE INCREASED TO 40,000 LBS. MINIMUM FOR 5/8" AND 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 JOINTS. SAME ASTM SPECIFICATION AS SST 7 SST 77: 3/40.SAE AS SST 7, EXCEPT 1" EYE FOR 7/8" ROD. SAME ASTM SPECIFICATION AS SST 7. TIENUT: HEAVY HEX NUT FOR EACH TIEBOLT. SS8: 5/8" AND 3/4", ASTM A563, GRADE C3, PLAIN OR ZINC PLATED. S 8: 5/8" AND 3/40, ASTM A563, GRADE A, PLAIN, ZINC PLATED OR hOT-DIP GALVANIZED TIECOUPLING: 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" TIER005, ASTM A563, GRADE A. TIEROD: CONTINUOUS THREADED ROD FOR CUTTING TO DESIRED LENGTHS, PLAIN, ZINC PLATED OR HOT - DIP GALVANIZED. SS 12: 5/8" AND 3/4" DIAMETER, ASTM A242, TYPE 2; ANSI 81.1. S 12: 5/8" AND 3/4" DIAMETER, ASTM A36, A307. TIEWASHER: ROLM FLAT WASHERS, PLAIN, ZINC PLATED OR HOT -DIP GALVANIZED. SS 17: ASTM A242, F436. S 17: ANSI 818.22.1. INSTALLATION INSTALL THE JOINT RESTRAINT SYSTEM IN ACCORDANCE WITH THE MANUFACTURES INSTRUCTIONS SO ALL JOINTS ARE MECHANICALLY LOCKED TOGETHER TO PREVENT JOINT SEPARATION. TIEBOLTS SHALL BE INSTALLED TO PULL AGAINST THE MECHANICAL JOINT BODY AND NOT THE M.J. FOLLOWER. TORQUE NUT'S AT 75-90 FOOT POUNDS FOR 3/4" NUTS. INSTALL TIECO FLINGS WITH BOTH RODS THREADED EQUAL DISTANCE Supplemental Specifications (Rev 02/09/87) Page 35 7-11.3(15) CONTINUED INTO TIECOIPLINGS. ARRANGE TIERODS SYMMETRICALLY AROUND THE PIPE. PIPE DIAMETER NUMBER OF 3/4" TIERODS REQUIRED 4" 2 6" 2 8" 3 10" 4 12" 6 WHERE A MANUFACTURES MECHANICAL JOINT VALVE OR FITTING IS SUPPLIED WITH SLOTS FOR "T" BOLTS INSTEAD OF HOLES, A FLANGED VALVE WITH A FLANGE BY MECWWICAL 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 LONG BODY SOLID SLEEVES AS REQUIRED ON LONGER RUMS TO KEEP TIEROD LENGTHS TO THE 60 FOOT MAXIMUM. PIPE USED IN CONTINUOUSLY RESTRAINED RUNS SMALL 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 (SUPPLEMENTAL SECTION) IVALVES SHALL BE DESIGNED FOR A MINIMUlM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, KILLER COMPANY NO. A-2380, KENNEDY, OR M 6 H. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 7-14 !HYDRANTS 7-14.3(01) SETTING HYDRANTS (ADDITIONAL SECTION) HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA SPECIFICATIONS C600-77, SECTIONS 3.7 AND 3.8.1 AND THE WATER STANDARD DETAILS. HYDRANT AND GUARD POSTS SHALL BE PAINTED IN ACCORDANCE WITH THE WATER STANDARD DETAIL. UPON (33`PLETION OF THE PROJECT, ALL FIRE HYDRANTS SHALL BE PAINTED TO THE CITY OF RENTON SPECIFICATIONS AND GUARD POSTS PAINTED YELLOW. FIRE HYDRANTS SHALL BE OF SUCH LENGTH AS TO BE SUITABLE FOR INSTALLATION WITH CONNECTIONS TO 6", 8" and 10" PIPING IN TRENCHES 3 - 1/2 FEET DEEP UNLESS OTHERWISE SPECIFIED. THE HYDRANT SHALL BE DESIGNED FOR A 4-1/2 FOOT BURIAL WHERE 12" AND LARGER PIPE IS SHOWN UNLESS OTHERWISE NOTED ON THE PLAN. 7-14.3(02) HYDRANT CON ECTIONS.(ADOITIONAL SECTION) FIRE HYDRANT ASSEMBLY SHALL INCLUDE C.I. TEE (MJ X FL), 6" GATE VALVE (FL X MJ), 6' C.I. SPOOL (PE X PE) 5" M.V.O. FIRE HYDRANT (MU CONECTION), 8" x 24" CAST IRON VALVE BOX, AND 3/4 INCH SHACKLE Supplemental Specifications (Rev 02/09/87) Page 36 7-14.3(02) CONTINUED IROD WITH ACCESSORIES AND TWO CONCRETE GUARD POSTS. JOINT RESTRAINT(9HA0(U.E RODS), SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 7-11.3(15). 7-14.3(03) RESETTING EXISTING HYDRANTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: THE METHOD OF HARNESSING THE HYDRANT SHALL BE DETERMINED BY THE CDNDITIONS FOUND IN THE FIELD AND SHALL BE RE-94ACKLED AND RE -BLOCKED AS DIRECTED BY THE ENGINEER. ADD: ALL RUM GASKETS REMOVED OR DISTURBED DURING RESETTING SHALL BE REPLACED WITH NEW GASKETS OF THE TYPE REQUIRED FOR A NEW INSTALLATION OF THE SAME TYPE. 7-14.501) HYDRANT ASSEMBLY (SUPPLEMENTAL SECTION) THE UNIT CONTRACT PRICE PER EACH FOR "HYDRANT ASS04MY COMPLETE• SHALL. BE THE SAME AS "HYDRANT ASSEMBLY" EXCEPT THAT THE 6-INCH DUCTILE IRON PIPE CONNECTING THE HYDRANT TO THE MAIN SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE FOR "HYDRANT ASSEMaY COMPLETE". V' ■ •• 3 • L 7-15.3 CONSTRUCTION DETAILS (REPLACEMENT SECTION) REPLACE 1st SENTENCE PARAGRAPH 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 BOUND HEREIN AS APPLICABLE. THE ENGINEER WILL INDICATE THE LOCATION FOR THE TAPS ON THE NEW MAIN FOR EACH SERVICE TO BE CONECTED. 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 WILL BE MADE WITH COMPRESSION TYPE, THREE PART Ul*NION COUPLINGS. TYPE II: WHERE EXISTING GALVANIZED SERVICES EXIST, THEY SHALL BE REPLACED WITH A NEW COPPER PIPE SERVICE TO THE PROPERTY LINE. (METERS SHALL BE LOCATED IN PLANTER STRIP BETWEEN SIDEWALK AND CURB). TYPE III: WHERE FUTURE STUB SERVICES SHALL BE INSTALLED THEY SHALL BE INSTALLED AS ABOVE, TO THE PROPERTY LINE WITH A METER BOX (LESS 3/4 METER). A SOLID CORE THREADED SPACER THE LENGTH OF A METER SHALL BE INSTALLED IN PLACE OF THE METER. 7-17 SANITARY SEWERS 7-17.2 MATERIAL (PARTIAL REPLACEMENT SECTION) IN PARAGRAPH 1 DELETE: A B S COPOSITE, ASBESTOS BONED CORRUGATED STEEL IN PARAGRAPH 4 DELETE: A B S COMPOSITE SEWER PIPE 9-05.14 Supplemental Specifications (Rev 02/09/87) Page 37 7-17.3(1)8 PIPE BEDDING (SUPPLEMENTAL SECTION) PIPE BEDDING MATERIAL FOR PVC PIPE SHALL BE PLACED TO A DEPTH OF 6" BELOW THE BOTTOM OF THE PIPE AND EXTENDING UP 6" ABOVE THE CROWN ON ALL PIPES. THE HAND -PLACED BEDDING AROUND THE PIPE AND TO A POINT 6" ABOVE THE MOWN SHALL BE FOOT -TAMPED UNTIL IT IS UNYIELDING. THE REMAINING BACKFILL SHALL BE MECHANICALLY TAMPED WITH HAND -OPERATED MECHANICAL OR PNEUMATIC TAMPERS TO 95% DENSITY. PIPE BEDDING SHALL BE CONSIDERED INCIDENTAL TO THE PIPE AND NO FURTHER COMPENSATION SHALL BE MADE. 7-17.3(2)G SEWER LINE CONNECTIONS (SUPPLEMENTAL SECTION) UMSM OTHERWISE APPROVED BY THE ENGINEER, ALL CONNECTIONS OF LATERAL SEWERS TO EXISTING MAINS SHALL BE MADE THROUGH A CAST IRON SADDLE SECURED TO THE SEWER MAIN WITH STAINLESS STEEL BANDS. WHEN THE EXISTING MAIN IS CONSTRUCTED OF VITRIFIED CLAY, PLAN ON REINFORCED CONCRETE, CAST OR DUCTILE IRONN PIPE, THE EXISTING MAIN SHALL BE CORE DRILLED. CONECTIONS TO EXISTING CONCRETE MANHOLES SHALL BE CORE-ORILLEO, AND SHALL HAVE AN "0" RING RIBBER GAS(ET MEETING ASTM C-478 IN A MANHOLE COUPLING EQUAL TO THE JOHNS-MANVILLE T 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 SEWER, THE DOWNSTREAM SYSTEM SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS BY PLACING A SCREEN OR TRAP IN THE FIRST 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 THEN TO REMOVE IT. ANY CONSTRUCTION DEBRIS WHICH ENTER THE EXISTING DOWNSTREAM SYSTEM, SHALL BE REMOVED BY THE CONTRACTOR AT HIS EXPENSE, AND TO THE SATISFACTION OF THE ENGINEER. WHEN THE FIRST MANHOLE IS SET, IT'S OUTLET SHALL BE PLUGGED UNTIL ACCEPTANCE BY THE ENGINEER. 7-17.3(4)I TELEVISION INSPECTION (SUPPLEMENTAL SECTION) ONCE THE TELEVISION INSPECTION HAS BEEN COMPLETED THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE* WRITTEN REPORTS OF THE INSPECTION PLUS THE VIDEO TAPES. SAID VIDEO TAPES ARE TO BE IN COLOR AND COMPATIBLE WITH THE CITY'S VIEWING AND RECORDING SYSTEMS. THE CITY SYSTEM ACCEPTS 1/2" WIDE HIGH DENSITY VHS TAPES. THE TAPES WILL BE RUN AT STANDARD SPEED SP (1 5116 I.P.S.). 7-17.4 MEAS 1MMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: EXCAVATION OF THE SEWER TRENCH WILL BE MEASURED THE SAME AS STRUCTURE EXCAVATION CLASS B AS SPECIFIED IN SECTION 2.09. ADD: MEA% REJ09 OF BAN( RUN GRAVEL FOR TRENCH wzwiLL WILL BE BY THE TON, IN ACCORDANCE WITH SECTION 1-09.1, OR BY THE CALCULATION OF NEAT LINES BASED ON MAXIMUM TRENCH WIDTH PER SECTION 2- 09.4 USING A CONVERSION FACTOR OF 1.5 TONS PER CUBIC YARD, WHICHEVER IS LESS. 7-17.5 PAYMENT (PARTIAL REPLACEMENT SECTION) REPLACE ITEM 1 TROUGH 9 PARAGRAPH 1 WITH: 1. " " Sanitary Sewer Pipe", Per Linear Foot 2. " "x " Tees" Per Each 3. "T.V. Inspection" Per Lump Sum 4. "Bank Run Gravel for Trench Backfill", Per Ton 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-" CEMENT CONCRETE PAVEMENT ...... 5-05 CURBS AND GUTTERS ...... 8-04 CEMENT CONCRETE SIDEWALKS ...... 8-14 7-18.3 CONSTRUCTION DETAILS 7-18.3(1) GENERAL PAVEMENT PATCHING SHALL BE SCHEDULED TO ACCOMMODATE THE DEMANDS OF TRAFFIC AND SHALL BE PERFORMED AS RAPIDLY AS POSSIBLE TO PROVIDE MAXIMUM SAFETY AND CONVENIENCE TO PUBLIC TRAVEL. THE PLACING AND COMPACTION OF THE TRENCH SXWILL, THE PREPARATION AND COMPACTION OF THE SUMRAOE, 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 MARGINAL LINES OF THE ' PATCH WILL FORM A RECTANGLE WITH STRAIGHT EDGES AND VERTICAL FACES. THE USE OF A CONCRETE SAW SHALL BE REQUIRED UNLESS EXCEPTED IN THE SPECIAL PROVISIONS OR BY THE ENGINEER. Qz CONCRETE USED IN PATCHES SHALL BE CLASS 18, (3/4) - 3 DAY MIX. CURING COMPOUND AS SPECIFIED IN SECTION 5-05.3(13) SHALL BE PLACED ON THE CONCRETE IMMEDIATELY AFTER FINISHING. PROPER SINUS, BARRICADES, LIGHTS AND OTHER WARNING DEVICES, AS MAY BE APPROVED BY THE ENGINEER, SHALL BE MAINTAINED ALL 24 HOURS OF THE DAY UNTIL THE PATCH IS CQPLE M AND READY FOR TRAFFIC. 7-18. 3 (2) CEMENT CONCRETE PAVEMENTS AFTER THE SUBGRADE FOR THE PAVEMENT HAS BEEN COMPACTED AND CONSTRUCTED TO LINE AND GRADE, THE CEMENT CONCRETE PAVEMENT PATCH SHALL BE PLACED, COMPACTED AND STRUCK OFF TO THE GRADE OF THE ADJACENT PAVEMENT IN ACCORDANCE WITH THE PERTINENT SECTIONS OF SECTION 5-05. TFiUM ADO DUMMY JOINTS SHALL BE PLACED AND EDGED WHERE DIRECTED. THE SURFACE SHALL BE FINISHED AND BRUSHED WITH A FIBER BRUSH. APPROVED CURING COMPOUND SHALL BE PLACED ON THE FINISHED CONCRETE IMMEDIATELY AFTER FINISHING. 7-18.3(3) 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 C8ENT CONCRETE PORTION OF _ THE PATCH SHALL BE LEFT LOW ENOUGH TO ACCOMMODATE THE ASPHXT PORTION OF THE PATCH. BRUSH ' FINISHING WILL NOT BE REWIRED. JOINTS SHALL BE PLACED IF DIRECTED BY THE ENGINEER. CURING SHALL BE ACCOMPLISHED WITH A SS-1 EMULSION CUT BACK WITH WATER AS DIRECTED BY THE ENGINEER. ASPHALT CONCRETE OR BITUMINOUS PLANT MIX SHALL NOT BE PLACED UNTIL THE DAY AFTER THE CEMENT ATE HAS BEEN PLACED, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE EDGES OF THE EXISTING = ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT IMMEDIATELY BEFORE PLACING THE -. ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT SHALL THEN BE PLACED., LEVELED, AND V j CO PACTED TO CONFORM TO THE ADJA NT PAVED SURFACE. IMMEDIATELY THEREAFTER, ALL JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SAD 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, OR AS DIRECTED BY THE ENGINEER, ASPHALT CONCRETE PAVEMENT CLASS 8 OR CLASS F SHALL BE PLACED TO A THICKNESS OF THE , EXISTING ASPHALT PAVEMENT DEPTH, OR TO A MINIMUM OF TWO (2) INCHES, WHICHEVER DEPTH IS THE GREATER, J AND COMPACTED IN THE MANNER SPECIFIED IN SECTION 7-18.3(3). 7-18.3(5) OIL MAT STREETS THE EXISTING OIL MAT SHALL BE UNIFORMLY TRIMMED TO A STRAIGHT LINE. AFTER THE SU3GRADE HAS BEEN PREPARED -AS SHOWN ON THE STANDARD DRAWING, OR AS DIRECTED BY THE ENGINEER, A MINIMA OF TWO (2) INCHES OF ASPHALT CONCRETE PAVEMENT CLASS B SHALL BE PLACED AND COMPLETED IN THE SAME MANNER AS SPECIFIED IN SECTION 7-18.3(3). 7-18.3(6) INCIDENTAL WOW ALL INCIDENTAL WORK AS REQUIRED TO COMPLETE THE PATCHING OF STREET SURFACES AS SPECIFIED, INCLUDING JOINTS WERE 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 MAXIMUM TRENCH WIDTH AS SPECIFIED IN SECTION 2-09.4. MEASUREMENT AND PAYMENT FOR CRUSHED ROCK SHALL BE AS COVERED IN OTHER SECTIONS OF THIS DOCUMENT. 7-18.5 PAYMENT PAYMENT WILL BE MADE FOR EACH OF THE FOLLOWING BID ITEMS AS ARE INCLUDED IN THE PROPOSAL, AND PAYMENT WILL BE MADE UNDER: 1.-BITU+IINOUS SURFACE TREATMENT, FOR PAVEMENT PATCHING " PER SQ. YD. 2. "CEMENT CONCRETE CLASS, FOR PAVEMENT PATCHING " PER CU. YD. 3. "CEMENT CONCRETE CLASSe, FOR PAVEMENT PATCHING " PER SO. YD. 4. "ASPHALT CO VETE CLASS®, FOR PAVEMENT PATCHING PER TON. S. "ASPHALT CONCRETE CLASS®, FOR PAVEMENT PATCHING PER SQ. YD. WHEN NONE OF THE ABOVE IS INCLUDED IN THE PROPOSAL, PAVEMENT PATCHING SMALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND THE COSTS THEREOF SHALL BE INCLUDED IN THE ITEMS FOR WHICH PAYMENT IS PROVIDED. Supplemental Specifications (Rev 02/09/87) Page 40 1 '1 ' DIVISION 8 MISCELLANEOUS CONSTRUCTION 1 ' 8-04 CURBS, GUTTER, SPILLWAYS AM INLETS ' 8-04.3(1) CEMENT CONCRETE CURBS, GUTTERS AND SPILLWAYS (PARTIAL REPLACe4W SECTION) REPLACE PARAGRAPH 1 WITH: ' CEMENT CONCRETE CURB, CURB AND GUTTER, GUTTER AND SPILLWAY SHALL BE CONSTRUCTED WITH AIR ENTRAINED CONCRETE CLASS 8 SPECIFIED ON THE STANDARD PLANS AND CONFORMING 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 B" m4.4 MEA%Fe4 NT (SIPPLEMENTAL SECTION) THE EXTRA DEPTH OF CURB AND GUTTER, AND THE 3-DAY MIX REQUIRED ACROSS DRIVEWAY SECTIONS, AS SHOWN ON THE STANDARD PLANS, 94 LL BE CONSIDERED INCIDENTAL AND NO ADDITIONAL PAYMENT SHALL BE MADE. 8-07 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 8-07.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB OF THE DESIGN AND TYPE SPECIFIED IN THE PLANS. THE CURB WILL BE INSTALLED IN ACCORDANCE WITH THESE SPECIFICATIONS AND PER THE CITY OF RENTON STANDARD PLANS AT THE LOCATIONS INDICATED IN THE PLANS OR AS DIRECTOR BY THE ENGINEER. 8-07.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE BY THE FOLLOWING: (1) "Precast Traffic Crab, Type A" per lin. ft. (2) "Precast 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-OB PLASTIC TRAFFIC BUTTONS 8-08.1 DESCRIPTION (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL WHITE OR YELLOW PLASTIC TRAFFIC BUTTONS WHERE SHOWN ON THE PLANS, OR WHERE DIRECTED BY THE DA MEER.. 8-08.2 MATERIALS (SUPPLEMENTAL SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL CONFORM TO APPLICABLE PROVISIONS OF SECTIONS 8m08 and 9-20. 8-08.3 CM67RUCTION REQUIREMENTS (SUPPLEMENTAL. SECTION) THE PLASTIC TRAFFIC BUTTONS SHALL BE ATTACHED TO THE PAV84MT BY ONE OF THE FOLLOWING: 1. Placing Tack Coat of Hot Paving.Asphali.an.Payement Surface and firmly pressing the button onto it. Supplemental Specifications (Rev 02/09/87) Page 41 8-08.3 CONTINUED 2. PlacingAdhesive (epoxy) on pavement surface and '+1 ep y) p pressing the button -onto it. 8-08.4 MEASUREMENT (REPLACEMENT SECTION) -� r MEASUREMENT MILL BE BY THE UNIT, COMPLETE IN PLACE. 8-08.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING; (1) 0100 Plastic Traffic Button, color, " per ea. 8-09. LADE MARKERS 8-09.4 MEASUREMENT (REPLACEMENT SECTION) MEASUREMENT WILL BE LANE MARKER, TYPE I and TYPE II BY THE. UNIT COMPLETE IN PLACE. 8-09.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE BY THE FOLLOWING: (1) "4" LANE LINE MARKER, TYPE I, White" Per Each (2) 04" LAME LINE MARKER, TYPE II, ca (S)" Per Each 8-13 MONUMENT CABS 8-13.3 CONSTRUCTION REQUIREMENTS (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 4 WITH: THE MIDNUME T WILL BE FURNISHED AND SET BY THE CONTRACTOR UNDER THE DIRECT SUPERVISION OF THE CITIES SURVEYOR. WHEN THE CONTRACT INCLUDES CONTRACTOR SUPPLIED SURVEYING, THE CONTRACTORS SURVEYOR SHALL SET THE STRADDLE POINTS FROM WHICH THE CONTRACTOR SHALL SET THE MONIIMENT. IN ALL CASES THE CITIES SURVEYOR SHALL SET THE PUNCH OR TACK IN THE MIMMW. 8-13.5 PAYMENT (SUPPLEMENTAL SECTION) THE MONUMENT WILL ALSO BE SUPPLIED AND PLACED AS PART OF "MONUMENT, M 414ENT-CASE AND COVER" AND ALL WORK IN SUPPLYING. SAID MONUMENT SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. 8-14.2 MATERIALS (PARTIAL REPLACEMENT SECTION) DELETE PARAGRAPH 2 8-14.3(4) CURING (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 1 WITH: THE CITE SIDEWALK SHALL BE CURED FOR AT LEAST 72 HOURS AS SPECIFIED IN 5-05.3(13)8 OR AS Supplemental Specifications (Rev 02/09/87) Page 42 l B-L4.3(4) CONTINUED 'APPROVED BY THE ENGINEER. DURING THE CURING PERIOD, ALL TRAFFIC, BOTH PEDESTRIAN AND VEHICULAR, SHALL BE EXCLUDED. VEHICULAR TRAFFIC SHALL BE EXCLUDED FOR SUCH ADDITIONAL TIME AS THE ENGINEER MAY DIRECT. 8-15 RIPRAP 8-15.4 MEASUREMENT (PARTIAL REPLACEMENT SECTION) REPLACE PARAGRAPH 2 WITH: HAND PLACED RIP RAP WILL BE MEASURED BY THE TON OF RIP RAP ACTUALLY PLACED AM 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 SECTION) PARAGRAPH 1 REPLACE ITEMS 3 AND 7 WITH: 3. "Hand Placed Rip Rap", per Ton 7. "Filter Blanket" Per.Ton REPLACE PARAGRAPH 3 WITH: THE UNIT CONTRACT PRICE PER TON FOR "FILTER BLANKET" SHALL BE FULL COMPENSATION FOR ALL COSTS IN CONNECTION WITH FURNISHING AND PLACING A FILTER BLANKET. 8-20 ILLU MMTION, TRAFFIC SIGNAL SYSTEMS AND ELECTRICAL 8-20.3(2) EXCAVATING AND BAC1(FILLING (REPLACEMENT SECTION) THE CONTRACTOR SHALL SUPPLY TRENCH WITHIN THE UNIT WIDTHS AND TO THE SPECIFIED DEPTHS AT THE LOCATIONS INDICATED ON THE CONTRACT PLANS OR AS DIRECTED BY THE ENGINEER, ALL TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE STANDARD SPECIFICATIONS. TRENCHING FOR CONDUIT RUNS SHALL BE DOME IN A NEAT MANNER WIT" THE TRENCH BOTTOM GRADED TO PROVIDE .. ' A UNIFORM GRADE.. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN EXAMINED BY THE ENGINEER. BACKFILL MATERIAL USED FOR FILL AROUNDA AND OVER THIS COND IT 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 SPECIAL PROVISIONS AND SCHEDULE OF PRICES. THE SOURCE AND QUALITY OF THE MATERIAL SHALL BE. SUBJECT TO APPROVAL BY THE ENGINEER. TRENCH BACKFILL WITHIN THE SIDEWALK AREA CAN BE MADE WITHi ACCEPTABLE MATERIALS FROM THE EXCAVATION AND SHALL BE CONSIDERED A NECESSARY PART OF AND INCIDENTAL TO THE EXCAVATION. IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE CITY RESERVES THE RIGHT TO MAKE ADDITION OR DELETIONS TO THE TRENCH WHICH PROVE NECESSARY FOR THE COMPLETION OF THIS PROJECT.. THE MINIMUM WIDTH FOR THE TRENCH NEEDED WILL BE AT THE OPTION OF THE CONTRACTOR. TRENCH WIDTH WILL, HOWEM9.BE OF SUFFICIENT SIZE SO THAT ALL OF THE NECESSARY CONDUIT CAN BE INSTALLED WITHIN THE DEPTHS SPECIFIED WHILE MAINTAINING THE MINIMUM COVER. 8-20.3(4): FOUNDATIONS - CONCRETE (REPLACEMENT SECTION) THE CONTRACTOR 94ALL PROVIDE ALL MATERIAL FOR AND CONSTRUCT THE FOUNDATION FOR AND TO THE DIMENSION SPECIFIED IN TABLE 1 BELOW. THE ANCHOR BOLTS SHALL MATCH THAT OF THE DEVICE TO BE Supplemental Specifications .. (Rev OZ/09/87) Page 43 8-20.3(4) CONTINUED 11 ALL EXCESS MATERIALS ARE TO BE REMOVED FROM THE FOUNDATION CONSTRUCTION SITE AND DISPOSED OF AT THE CONTRACTOR'S EXPENSE. COTE SHALL BE PLACED AGAINST UNDISTURBED EARTH IF POSSIBLE. BEFORE PLACING THE CONCRETE THE CONTRACTOR SWILL BLDCK-OUT AROUND ANY OTHER UNDERGROUND UTILITIES THAT LIE IN THE EXCAVATED BASE SO THAT THE CONCRETE MILL NOT ADHERE TO THE UTILITY LIPS. CONCRETE FOUNDATIONS SHALL BE TROWELED, 8-20.3(4) CONTINUED BRUSHED, EDGED AND FINISHED IN A MORKMANSHIP-LIKE MANNER. CONCRETE SMALL BE PROMPTLY CLEANED FROM THE EXPOSED PORT ON OF THE ANCHOR BOLTS AND CONDUIT AFTER PLACEMENT. FOUNDATION SHALL ALL BE CLASS -8" CONCRETE. AFTER A CURING PERIOD OF TWO WEEKS, THE CONTRACTOR MAY INSTALL THE APPLICABLE DEVICE THEREON. TABLE 1 9 w7 Street Light Pole Signal Pole Signal Controller Street Light Control Cabinet Special Base DIMENSIONS- 4' Deep x 3' Sq. or Dia. 7' Deep x 3' Sq. or Dia. See Detail Sheet See Detail Sheet See Detail Sheet ALL CONCRETE FOUNDATIONS SHALL BE CONSTRUCTED IN THE MANNER SPECIFIED BELOW: 1) WHERE SIDEWALK OR RAISED ISLANDS ARE TO BE CONSTRUCTED AS A PART OF THIS PROJECT, THE TOP OF THE FOUNDATION SHALL BE MADE FLUSH WITH THE TOP OF THE SIDEWALK OR ISLAND. (SEE DETAIL SHEET) 2) WHERE ND SIDEWALKS ARE TO BE INSTALLED, THE GRADE FOR THE TOP OF THE FOUNDATION SHALL BE AS SPECIFIED BY THE ENGINEER. (SEE DETAIL SHEET) ALL CONCRETE FOUNDATIONS SHALL BE LOCATED AS PER STATIONING ON THE PLANS OR AS LOCATED BY THE ENGINEER IN THE FIELD. 8-20.3(5) CONDUIT (REPLACEMENT SECTION) THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT AND NECESSARY FITTINGS AT THE LOCATIONS NOTED ON THE PLANS. CONDUIT SIZE SHALL BE AS INDICATED ON THE WIRING AND CONDUIT SCHEDULE SHOWN ON PLANS. CONDUIT TO BE PROVIDED.AND INSTALLED SHALL BE OF THE TYPE INDICATED BELOW: 1) SDVXU 40 HEAVY WALL P.V.C. CON UNING TO ASTM STANDARDS SHALL BE USED WHENEVER THE CONDUIT IS TO BE PLACED OTHER THAN WITHIN THE ROADWAY AREA. 2) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS SHALL BE USED WHEN THE CONDUIT IS TO BE PLACED WITHIN THE ROADWAY AREA. ALL JOINTS SHALL BE MADE WITH STRICT COMPLIANCE TO THE MANUFACTUiER'S RECOMMENDATIONS REGARDING 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 SHEETS. Supplemental Specifications (Rev 02/09/87) Page 44 .1 8-20.3(6) CONTINUED THE INSCRIPTION ON THE COVERS OF ALL JUNCTION BOXES SHALL BE AS INDICATED 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 THROUG1W THE PROJECT. ALL JUNCTION BOXES SHALL BE INSTALLED IN CONFORMANCE WITH PROVISIONS CONTAINED IN THE STANDARD PLANS AND DETAIL SHEETS. THE UNIT CONTRACT PRICE PER EACH FOR "DESIGN B" OR "DESIGN C" JUNCTION BOX 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, BAC(FILLING AND COMPACTION ALL IN ACCORDANCE WITH PLANS, SPECIFICATIONS AND DETAIL SHEETS. 8-20.3(9) GROUNDING (REPLACEMENT SECTION) ALL STREET LIGHT STANDARDS, SIGNAL POLES, SIGNAL CONTROLLER CABINETS AND SIGNAULIGHTING SERVICE CABINETS SHALL BE GROUNDED TO A COPPER CLAD SOLID METALLIC GROUND ROD 5/8" IN DIAMETER x 810" IN LENGTH COMPLETE WITH A #6 BARE COPPER BONDING STRAP LOCATED IN THE NEAREST JUNCTION BOX: - GROUND RODS ARE CONSIDERED MISCELLANEOUS ITEMS AND THE COST IS TO BE INCLUDED WITH THE SYSTEM OR' CONDUCTORS. 8-20.3(10) SERVICE (REPLACEMENT SECTION) THREE TYPES OF POWER SERVICE ARE USED AS INDICATED BELOW: 1) TYPE I SYSTEM SHALL BE SINGLE PHASE 120 VOLT, 2 WIRE, 60 CYCLE A.C. (TRAFFIC SIGNAL SERVICE ONLY) 2) TYPE II, 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 120/240 VOLT, 3 WIRE 60 CYCLE A.C. (STREET LIGHTING CONTACTOR/TRAFFIC SIGNAL, GROUNDED NEUTRAL SERVICE) THE POWER SERVICE POINT SHALL BE AS NOTED ON THE PLANS AND SHALL BE VERIFIED BY THE ELECTRICAL SEiRVICING UTILITY. 8-20.3(13) ILLUMINATION SYSTEMS (SUPPLEMENTAL SECTION) UNDERGROUND CONDUCTORS FOR THE STREET LIGHTING CIRCUIT SHALL BE STRANDED COPPER, THW GRADE WITH 600 VOLT INSULATION OF THE SIZE NOTED ON THE PLANS AND WIRING SCHEDULE. SPLICING OF 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 COPRESSION BOLT. NO TWIST ON TYPE CONNECTORS SHALL BE ALLOWED. AFTER THE KIT HAS BEEN INSTALLED,. N.L. EXPOSED SURFACES OF WIRE AND KIT SHALL BE PLACED IN A CLEAR PLASTIC FOP44 ---- AND FILLED WITH EPDXY TO FORM A WATER -TIGHT SEAL. MATERIAL USED FOR THE SPLICE KIT SHALL 8E COMPATIBLE WITH THE WIRE MATERIAL. TWO QUICK DISCONNECT KITS, S.E.C. OR EQUAL, SHALL BE FURNISHED AND INSTALLED, WITH FUSES, BY THE CONTRACTOR FOR EACH LIGHT STANDARD INSTALLED. ALL MATERIALS SHALL BE COMPATIBLE WITH THE COPPER CONDUCTORS AND ITS INSUATION. THE CONTRACTOR SHALL SUBMIT ' SAMPLES OF THE CONNECTORS PROPOSED FOR USE TO THE ENGINEER FOR APPROVAL Supplemental Specifications (Rev 02/09/87) Page 45 8-20.3(13)A LIGHT STANDARDS (REPLACEMENT SECTION) THE HAND HOLE SHALL BE LOCATED AT 90 DEGREES TO THE DAVIT ARM ON THE SIDE AWAY FROM TRAFFIC. A I �� GROUNDING LUG OR NUT SHALL BE PROVIDED IN THE HAND HOLE FRAME OR INSIDE THE HAND HOLE FRAM OR ' INSIDE THE POLE SHAFT TO ATTACH A GROUND BONDING STRAP. ALL POLES AND DAVIT ARMS SMALL BE DESIGNED TO SUPPORT A LUMINAIRE WEIGHT 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 YIELD STRENGTH OF WEIGHT LOAD AND 2.33 P.S.I. FOR BASIC WIND PRESSURE. DAVIT ARMS THE DAVIT STYLE ARM SHALL IRATE A 5'9" RADIUS BEAD AS MEASURED FROM THE CENTERLINE OF THE SHAFT. THE OUTER PORTION OF THE ARM SHALL BE NEARLY HORIZONTAL TO +2' ABOVE HORIZONTAL AND SHALL BE FURNISHED WITH A 2" DIAMETER S_IPFITTER WITH A MAXIMUM LENGTH OF 8 INCHES TO FIT THE LUMINAIRE SPECIFIED. THE POLE END OF THE DAVIT ARM TUBE SHALL BE FASTENED SECURELY TO THE TOP OF THE 94AFT PRODUCING A FLUSH JOINT WITH AN EVEN PROFILE. ANCHOR BASE A ONE PIECE ANCHOR BASE OF ADEQUATE STRENGTH, SHAPE AND SIZE SHALL BE SEWRED TO THE LOWER END OF THE SHAFT SO THAT THE BASE SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BEADING MOMENT OF THE SHAFT AT ITS YIELD POINT. THE 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 TWO M)wuTS AND TWO WASI-ERS, SHALL BE FURNISHED WITH THE POLE. EACH ANCHOR BOLT SHALL HAVE A 4" "L" BEND AT THE BOTTOM END AND 8E THREADED AT THE TOP END. THREADED ENDS, ALL NUTS AND WASHERS SHALL BE HOT DIP GALVANIZED. THE ANCHOR BOLTS SHALL BE CAPABLE OF RESISTING AT ITS YIELD POINT THE BENDING MOMENT OF THE SHAFT AT ITS YIELD POINT. MISCELLANEOUS HARDWARE ALL HARDWARE (BOLTS, NUTS, STREWS, WASHERS, ETC.) NEEDED M COMPLETE THE INSTALLATION SHALL BE STAINLESS STEEL. I.O. (IDENTIFICATION FOR POLES) THE CONTRACTOR SHALL SUPPLY AND INSTALL A COMBINATION OF 4-0IGITS AND ONE LETTER ON EACH POLE, WHETHER INDIVIDUAL LUMINAIRE OR SIGNAL POLE WITH LUUMINAIR. THE LETTER AND NUMBERS COMBINATION SHALL 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 EXPOSLRE. THE DECAL MAR!(ERS SHALL BE 3 INCH SQUARE WITH GOTHIC GOLD, WHITE REFLECTORIZED 2 INCH LEGEND ON A BLACK SAO(GROU D. THE I.O. NUMBER WILL BE ASSIGNED TO EACH POLE AT THE END OF THE CONTRACT OR PROJECT BY THE CITY TRAFFIC ENGINEERING. OFFICE. . COST FOR THE DECALS SHALL BE CONSIDERED INCIDENTAL M THE CONTRACT BID. LIGHT STANDARDS SHALL BE SPUN ALUMINUM DAVIT STYLE AND SHALL MEET THE POLE DETAIL REQUIREMENTS INDICATED BELOW AND THE DETAIL SHEETS AT THE END OF THESE SPECIFICATIONS. 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 SHALL BE FACTORY INSTALLED AND ALL WELDING SHALL BE COMPLETED PRIOR TO GALVANIZING. ALL SIGNAL POLE FOUNDATIONS SHALL BE CONSTRUCTED TO PROVIDE THE POLE ORIENTATION NOTED IN THE PLANS. Supplemental Specifications (Rev 02/09/87) Page 46 . 8-20.3 (13) A CONTINUED THE POLE SHALL BE ADJUSTED FOR PLUMB AFTER ALL NEEDED SIGNAL EQUIPMENT HAS BEEN INSTALLED THEREON. AFTER THE POLE IS PLUMBED THE SPACE BETWEEN THE CONCRETE FOUNDATION AND THE BOTTOM OF THE POLE BASE PLATE SHALL BE FILLED WITH A DRY PACK MORTAR GROUT AND TROWLED TO A SMOOTH FINISH CONFORMING TO 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 MOLDED INTO A BALL BY HAND, AND WILL NOT EXUDE MOISTURE WHEN SO PRESSED. A ONE HALF INCH DRAIN HOLE SHALL BE LEFT IN THE BOTTOM OF THE GROUT PAD AS SHOWN 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 INSULATION AND BE OF THE SIZES NOTED ON THE. PLANS. ALL MULTI -CONDUCTORS USED FOR THE SIGNAL SYSTEM SHALL CONFON TO DIVISION 9629.3 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 SOOERLESS TERMINAL CONNECTOR, AND ALL SOLID WIRES TERMINATED AT A TERMINAL BLOCK SHALL HAVE AN OPEN END SOLDERED TERMINAL CONNECTOR. ALL TERMINALS SHALL BE INSTALLED WITH A TOOL 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 CABLED TOGETHER TO MAKE A NEAT, CLEAN APPEARING INSTALLATION. NO SPLICING OF ANY TRAFFIC SIGNAL CONDUCTOR SHALL BE 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)0 TEST FOR INDICTION LOOPS AND LEAD-IN CABLES (ADDITIONAL SECTION) THE CONTRACTOR SHALL KEEP RECORDS OF FIELD TESTING AND SHALL FURNISH THE ENGINEER WITH A COPY OF THE RESULTS. 8-20.3(14)E SIGNAL STANDARDS (REPLACEMENT SECTION) THE CONTRACTOR SHALL FURNISH AND INSTALL TRAFFIC SIGNAL STANDARDS IN ACCORDANCE WITH THE METHODS AND MATERIALS NOTED IN THE CONTRACT PLANS AND THESE SPECIFICATIONS. ALL POLE DIMENSIONS AND ORIENTATIONS WILL BE VERIFIED BY THE ENGINEER PRIOR TO FABRICATION. ALL ENTRANCES REQUIRED FOR POLE1+IOmTEO SIGNAL HEADS, CABINETS, SIGNS, PEDESTRIAN PUS; BUTTON ASSEMBLIES, ETC. SHALL BE FIELD DRILLED. 8-20.4 MEASIR94ENT (REPLACEMENT SECTION) MEASUREMENT FOR TRENCH AND BACKFILL WILL BE BY THE LINEAR FOOT. MEAS50ENT FOR SELECT TRENCH BACKFILL WILL BE BY THE TON. MEASUREMENT FOR SIGNAL STANDARDS AND SIGNAL CONDUCTORS WILL BE BY PER EACH AND PER LINEAR FT/LUMP SUM. MEASIR84ENT FOR FOUNDATIONS - CONCRETE, WILL BE BY THE -UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. MEASUREMENT FOR CONDUIT WILL BE BY THE LINEAR FOOT. MEASIREMENT FOR JUNCTION BOXES, WILL BE BY THE UNIT FOR EACH TYPE SPECIFIED, COMPLETE IN PLACE. Supplemental Specifications (Rev 02/09/87) Page 47 8-20.4 CONTINUED MEASiMENT 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 BACKFILL", Per Ton. THE UNIT CONTRACT PRICE FOR TRENCH AND BACKFILL PER LINEAR FOOT SHALL BE FULL COMPENSATION FOR EXCAVATING, LOADING, HAILING 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 ACCORDANCE WITH THESE 92ECVL PROVISIONS AND THE STANDARD PLANS AND SPECIFICATIONS. 3) "- FOUNDATION" PER EACH 4) "CONDUIT, P.V.C., SCHEDULE 40, " Per Lin. Ft. 5) "CONDUIT , P.V.C., SCHEDULE 80, " Per Lin. Ft. 6) "DESIGN JUNCTION BOX", PER EACH. 7) "STREET LIGHT STANDARD ", PER EACH. 8) "SIGNAL STANDARD, TYPE " PER EACH 9) "DETECTION LOOP RETURN CABLE, 2/C" SHD." PER LINEAL FOOT 10) "SHIELDED PRE- EMPTION CABLE, 3/C SHD" PER LIN. FT. 11) -SHIELDED INTERCONNECT CABLE, PR" PER LIN. FT. 12) "TRAFFIC SIGNAL WIRE" PER LUMP SUM. 13) "INDUCTOR LOOP VEHICLE DETECTOR SAW CUTTING." PER LINEAL FOOT. THE UNIT CONTRACT PRICE PER EACH ON SIGNAL STANDARDS AND PER LIN. FT./LUMP SUM ON TRAFFIC SIGNAL SYSTEM WIRE WILL BE FULL COMPENSATION FOR FURNISHING AND INSTALLING THE STANDARDS AND WIRE AND FOR ALL OTHER MATERIALS, TOOLS, EQUIPMENT NECESSARY AND/OR 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 CN 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 WAY 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 MU.TI-LANE, TWO-WAY ROADWAY AND FOR CH 44a.IZATION. GORE STRIPE - DELETE AND REPLACE WITH: APPROACH STRIPE - A SOLID WHITE LINE, 8 INCHES WIDE, USED TO DELINEATE TURN LANES FROM- TH6ROUGH ` - 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. Supplemental Specifications (Rev 02/09/87) Page 48 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 AND 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 AND REPLACE WITH: A SOLID WHITE LINE, 12 INCHES WIDE, INSTALLED PARALLEL TO ANOTHER CROSSWALK STRIPE WITH AN 8 FOOT SPACE IN BETWEEN THE LINES. STOP BAR - DELETE AND REPLACE WITH: A SOLID WHITE LINE, IN WIDTHS OF 12, 18 AND 24 INCHES. THE WIDTH SHALL BE INDICATED ON THE CONTRACT PLANS. TRAFFIC ARROW - DELETE AND REPLACE WITH: 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 LETTERS - SEE CDNTRAC7 PLANS AND DETAIL SHEET. 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 SHALL NOT EXCEED PLUS OR MINUS ONE INCH. WIDTH OF STRIPE - THE WIDTH OF STRIPE SHALL NOT VARY MORE THAN PLUS OR MINUS 1/4 INCH. 8-22.3(6) PAINT/PLASTIC STRIPE LINES REMOVAL (NEW SECTION) WHERE SHOWN ON THE PLANS OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE ALL OLD CONFLICTING STRIPES OR LINES. MEASUREMENT SHALL BE BY THE LINEAR FOOT FOR 4 INCH WIDE SOLID STRIPE, WITH NO DEDUCTION MADE FOR THE SKIP BETWEEN THE STRIPES MEASURED. 6 INCH WIDE SOLID STRIPE, 12 INCH WIDE CROSSWALK, BARRIER STRIPE, STOP BAR, TRAFFIC ARROWS AND TRAFFIC LEGEND "ONLY" PER EACH. MEASUREMENT FOR ALL ITEMS SHALL BE COMPLETE 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 49 8-22.5 PAYMENT (REPLACEMENT SECTION) PAYMENT SHALL BE MADE UNDER: 1. "PAINTED 8" WIDE SOLID STRIPE" PER LINEAR FOOT 2. "PAINTED 6" WIDE SOLID STRIPE" PER LINEAR FOOT 3. "PAINTED _" WIDE BARRIER STRIPE" PER LINEAR FOOT 4. "PAINTED 12" WIDE CROSSWALK" PER LINEAR FOOT 5. "PAINTED _" WIDE STOP BAR" PER LINEAR FOOT 6. "PAINTED TRAFFIC ARROW" PER EACH 7. "PAINTED TRAFFIC LEGEND _ , PER EACH 8. "PLASTIC 12" WIDE CROSSWALK" PER LINEAR FOOT 9. "PLASTIC _" WIDE STOP BAR" PER LINEAR FOOT 10. "PLASTIC TRAFFIC ARROW" PER EACH 11. "PLASTIC TRAFFIC LEGEND " PER EACH 12. "REMOVAL OF PAINT LINE _" WIDE" PER LIN. FT. 13. "R04OVAL OF PLASTIC LINE " WIDE" PER LIN. FT. Supplemental Specifications (Red 02/09/87) Page 50 DIVISION 9 MATERIALS 9-03.10 AGGREGATE FOR GRAVEL BASE (PARTIAL REPLACEMENT SECTION) ADD TO PARAGRAPH 2 SENTENCE : ..EXCEPT THAT IN NO CASE SMALL THE MAXIMUM SIZE EXCEED EIGHT (8) INCHES. REPLACE PARAGRAPH 3 WITH: GRAVEL BASE SHALL MEET THE FOLLOWING REQUIREMENTS FOR GRADING AND QUALITY WHEN PLACED IN HkLING VEHICLES FOR DELIVERY TO THE ROADWAY, TRENCH OR DURING MANUFACTURE AND PLACEMENT INTO A TEMPORARY STOCKPILE. THE EXACT POINT OF ACCEPTANCE WILL BE DETERMINED BY THE ENGINEER. % PASSING 1/4" SIEVE % PASSING U.S. NO. MO SIEVE (WET SIEVING) (DUST RATIO): % PASSING #200 % PASSING #40 SAND EQUIVALENT GRAVEL BASE GRAVEL BASE M A55 A CLASS 8 25% MIN. 25% MIN. 75% MAX. 75% MAX. 5% MAX. 10% MAX. 2/3 MAX. 2/3 MAX. 50 MINo 30 MIN. 9-03.12(1)A CLASS A (REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUNDATION, CLASS A, SHALL CONSIST OF CRUSHED MATERIAL AND SHALL CMFORM TO THE REQUIREMENTS OF SECTION 943.9 FOR BALLAST. 943.12(1)B CLASS 8 (REPLACEMENT SECTION) GRAVEL BACKFILL FOR FOUNDATIONS, CLASS 8, IS NOT AN ACCEPTABLE SUBSTITUTION FOR GRAVEL BAO(FILL 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 1 WITH: GRAVEL SACKFILL FOR PIPE BEDDING SHALL CONSIST OF NATURALLY OCCtMNG PEA GRAVEL CONFORMING TO THE FOLLOWING: PASSING 3/40 SQUARE SIEVE 100% PASSING 3180 SQUARE SIEVE 70-100 PASSING #4 SEIVE 55-100 PASSING #10 SEIVE 35-95 PASSING #20 SEIVE 20-M PASSING 040 SEIVE 10-55 PASSING #100 SEIVE 0-10 PASSING #200 SEIVE 0-3 SANG EQUIVALENT 35 MINIMUM Supplemental Specifications (Rev 02/09/87) Page 51 9-03.12(3) CONTINUED 1 ADD: WHEN APPROVED IN WRITING BY THE ENGINEER, OTHER CRUSHED, 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 GRAVEL BASE CONFORMIND TO THE REQUIREMENTS OUTLINED IN 9-03.10 AGGREGATE FOR GRAVEL BASE 9-05 DRAINAGE STR rPJFFES, CULVERTS AND CONDUITS M5.1 DRAIN PIPE (PARTIAL REPLACEMENT 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 STEEL STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) REPLACE: "TREATMENT 5" WITH "TREATMENT 1" i 9-05.11 ALUMINUM STORM SEWER PIPE (PARTIAL REPLACEMENT SECTION) ^! DELETE: "except that protective coating shall be Treatment 5". 9-05.12 PVC SEWER PIPE PARTIAL REPLACEMENT SECTION) '- DELETE: PARAGRAPH 1 ADO: THE MAXIMU LENGTH OF PVC PIPE SECTIONS USED SHALL BE 12 FEET. ; 9-05.13 DUCTILE IRON SEINER 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. l !� I THE CONDUIT SHALL BE OF THE TWO TYPES INDICATED BELOW: (1) SCHEDULE 80 EXTRA HEAVY WALL P.V.C. CONFORMING TO ASTM STANDARDS. (2) SCHEDULE 40 HEAVY WALL P.V.C. CaFORMING TO ASTM STANDARDS. Supplemental Specifications (Rev 02/09/87) Page 52 �ry 9-29.2 JUNCTION BOXES (REPLACEMENT SECTION) JUNCTION BOXES SHALL BE REINFORCED CONCRETE WITH STEEL FRAME ANCHORED IN PLACE AND STEEL COVER PLATE (DIAMOND PATTERN) AS INDICATED ON DETAIL BEETS. 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 AND STREET LIGHTING FACILITIES: "TS-LT" THE ABOVE INSCRIPTION 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 THW 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 SPECIFICATION AND SHALL BE OF 14E SIZES NOTED ON THE SIGNAL WIRING DIAGRAM. THE 2/c CABLE INDICATED FOR THE DETECTION LOOP RETURN CABLE 94ALL BE A SPECIAL COMMUNICATIONS CABLE. THIS CABLE SHALL BE BELDEN, BELDFOIL 8720, or EQUAL, WITH #14 AWG CONDUCTORS STRANDED (19 x 27). THE CABLE SHALL HAVE POLYETHYLENE INSULATED COPPER CONDUCTORS, AN ALUMINUM POLYESTER SHIELD, A TINNED 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 CODING. 3. CABLE CORE ASSEMBLY: INSULATED 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 ALUMINHUM TAPE SHIELD IS APPLIED LONGITUDINALLY WITH OVERLAP TO PROVIDE 100% ELECTRICAL SHIELDING COVERAGE. A .005 CORRUGATED TAPE APPLIED IN THE SAME MANNER IS ACCEPTABLE. 5. OUTER JACKET: A BLACK, LOW DENSITY HIGH MOLECULAR WEIGHT VIRGIN POLYETHYLENE (COMPOUNDED TO WITHSTAND SUNLIGHT, TEMPERATURE VARIATIONS AND OTHER ENVIRONMENTAL CONDITIONS PLUS ABUSE DUNNING INSTALLATION) IS EXTRUDED OVERALL TO PROVIDE A CONTINUOUS COVERING. 6. FOOTAGE MARKINGS: FOOTAGE MARKINGS MUST BE PRINTED SEQUENTIALLY A MINIMUM OF 21 ALONG THE OUTER JACKET. 7. FILLING: THE ENTIRE CABLE WITHIN THE OUTER JACKET IS FLOODED WITH PETROLEUM -POLYETHYLENE GEL FILLING CD43OLD INCLUDING THE AREA BETWEEN THE OUTER JACKET AND THE SHIELD. EACH WIRE SHALL BE MJ48SM Ar EACH TERMINAL END WITH A WRAP -AROUND TYPE NUMBERING STRIP ACCORDING TO THE SCHEDULE ATTACHED TO THESE SPECIAL PROVISIONS. NO SPLICING OF ANY TRAFFIC SIGNAL CMLC13R SHALL BE PERMITTED UNLESS OTHERWISE INDICATED ON THE PLAN. ALLa*000TOR RUNS SHALL BE PULLED TO THE APPROPRIATE SIGNAL TERMINAL COMPARTMENT BOARD WITH PRESSURE TYPE BINDING POSTS. THE ONLY EXCEPTIONS SHALL BE THE SPLICES FOR DETECTOR LOOPS AT THE NEAREST JUNNCTION BOX TO THE LOOPS. ■ THE CONTRACTOR SHALL PROVIDE AND INSTAL. 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, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE NATIONAL ELECTRICAL CODE. Supplemental Specifications (Rev 02/09/87) Page 53 9-29.3 CONTINUED INSTALLATION OF ALL WIRING SHALL CONFORM TO APPLICABLE PROVISIONS CONTAINED IN THE STANDARD SPECIFICATIONS EXCEPT AS SPECIFIED HEREIN. CONDUCTORS AND CABLE SHALL CONFORM TO THE APPLICABLE SPECIFICATIONS AS FOLLOWS: (1) UNLESS OTHERWISE NOTED, ALL ELECTRICAL CONDUCTORS SHALL BE APPROVED STRANDED COPPER CONFORMING TO APPLICABLE PORTIOS..OF ASTM STANDARDS. INSULATION SHALL BE 600 VOLT PLASTICIZED POLYVINYL CHLORIDE, POLYETHYLENE, OR CHEMICALLY CROSS LINKED POLYETHYLENE, CONFORMING TO APPLICABLE PORTIONS OF ASTM STANDARDS. POLYETHYLENE CO POUNDS SHALL NOT BE USED WHERE 00POSED TO SUNLIGHT. THE GRADE INSULATION OF CODE THICKNESS SHALL BE USED. (2) MULTI -CONDUCTOR CABLE SHALL BE USED FOR TRAFFIC SIGNAL CONTROL, AND SHALL BE RATED TO OPERATE ON 600 VOLTS. INDIVIDUAL CONDUCTORS SHALL BE STRANDED COPPER, SHALL BE INSULATED WITH A MINIMUM OF 45 MILES PLASTICIZED POLYVINYL CHLORIDE CO D(M, OR APPROVED EQUAL, AND SHALL BE COLOR CODED AND OF SIZE LISTED IN TABLE BELOW. THE INDIVIDUAL CONDUCTORS SHALL BE CABLED TOGETHER WITH CABLE TAPE AND ENCASED IN A POLYVINYL CHLORIDE SHEATH 75 MILS THICK. INSULATION SHALL. CONFORM TO APPLICABLE PORTIONS OF ASTM STANDARD APPLICATIONS. AVG Nom. Strands CIRCUIT Phase Gauae Gauge Conductor Color Stripe Signal heads.... A 14 19/27 Red, Yellow, Green None As 14 19/27 Red, Yellow, Green White -white B 14 19/27 Red, Yellow, Green Black Be 14 19/27 Red, Yellow, Green Black -Black C 14 19/27 Red, Yellow, Green white Signal.......... Com. 12 19/25 white None Control......... Com. 12 19/25 white Black or Green Detector........ A,B,C 12 19/25 Black None Can. 12 19/25 White None Spare........... .... 14 19/27 Red, Yellow, Green Blue Flashers........ .... 12 19/25 Black None Service......... .... 10 19/23 Black None Alternate...... .... 12 19/25 Black None Neutrals (not listed).. .... 10 19/23 White None Alternate..... .... 12 19/25 White or Green None Multi -conductor cable shall be assembled as per the following typical illustrations: a) 2 Conductor -- 2 No. 12 AWG, 19/25 strand, consisting of a black and white conductor. b) 5 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black stripe; and 3 No. 14's consisting of Phase A. c) 8 Conductor -- 1 No. 12 AWG, white; 1 No. 12 AWG, white green or black stripe; and 6 No. 14's consisting of Phase A and B. d) 11 Conductor -- 1 No. 12 AWG, white;.1 No. 12 AWG white with green or black stripe; and 9 No. 12's consisting of Phase A, B and C e) 20 Conductor — 1 No. 12 AWG, white; 1 No. 12 AWG, white with green or black strip; and 18 No. 14's consisting of Phase A, A', B, 81, C and Spare. WIRING WILL BE 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 CONDUCTOR SHALL BE 3/64 INCH AND THE MINIMUM ACCEPTABLE INSULATION THICKNESS SHALL REFER SOLELY TO Supplemental Specifications (Rev 02/09/87) Page 54 i` 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 INSTALLED IN A SAW -CUT IN THE PAVEMENT BY THE CONTRACTOR WHERE INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THE MIRE TO BE USED IN THE INDUCTION LOOP SWILL BE NO. 12 A.M.G., TYPE USE, RHH OR RHHM 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 STANDARDS, TIMBER STRAIN POLES, TIMBER SERVICE SUPPORTS - DELETE 9-29.7 LUMINAIRE FUSING AND ELECTRICAL CONNECTIONS AT LIGHT STANDARD BASES (REPLACEMENT SECTION) ELECTRICAL DISCONNECTS SHAD_ BE INSTALLED AT ALL LIGHT STANDARD BASES. FUSE HOLDERS SHALL BE WATERPROOF, QUICK DISCONNECT TYPE, S.E.C. OR APPROVED EQUAL. FUSED QUICK DISCONNECT KITS SHALL PROVIDE WATERPROOF IN LINE FUSE PROTECTION. ALL CONNECTIONS SHALL BE MADE WITH COMPRESSION FITTINGS. UPON DISCONNECT, THE FUSE SHALL REMAIN IN THE LOAD SIDE OF THE KIT. .;� THE FUSES SHALL BE LOCATED INSIDE THE HAND HOLE AT THE BASE OF THE POLE. FUSES FURNISHED FOR ALL LIGHTING CIRCUITS SHALL BE CAPABLE OF HANDLING THE OPERATING VOLTAGES OF THE CIRCUIT INVOLVED AND SWILL HAVE THE FOLLOWING CHHARACTERISTICS: 1. FUSES SHALL BE CAPABLEfOF INDEFINITELY SUPPORTING 110% OF THE RATED LOAD. 2. FUSES SHALL BE CAPABLE OF SUPPORTING 135X OF THE RATED LOAD FOR APPROXIMATELY ONE HOUR. 3. A LOAD OF 200% OF RATED LOAD MILL EFFECTIVELY CAUSE INSTANTANEOUS BLOWING OF THE FUSE. 4. FUSES SHALL BE RATED AS LISTED BELOW AND SHALL BE SIZED TO FIT THE FUSE CONTAINERS FUlWSFED ON THIS PROJECT, ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS THEREFOR: LIMINAIRE SIZE SERVICE VOLTAGE 240V 1,000 W15A 400 W10A 250 W10A 200 W10A 175 W10A 150 W10A 100 VIDA 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 100 MATT 554, 1" MATT 555, 200 MATT S66, 250 MATT SSG, 400 MATT 551. BALLASTS FOR H.P. SODIU94 VAPOR LAMPS SHALL BE AN INTERNAL 240-VOLT REGULATOR -TYPE (HIGH POWER FACTOR). THE BALLAST SHALL BE PRE -MIRED TO THE LAMP SOCKET AND TERMINAL BOARD. THE BALLAST SHALL HAVE AN (, ALLOWABLE VOLTAGE VARIATION OF LESS THAN 10x. NO CAPACITOR, TRANSFORMER, OR OTHER DEVICE SWILL Supplemental Specifications (Rev OV09/87) Page 55 9-29.9 CONTINUED _i EMPLOY THE CLASS OF COMPOUNDS IDENTIFIED AS POLYCHLORINATED BIPHDM-S (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 (REPLACEMENT SECTION) ALL LUMINAIRES SHALL BE OF THE DISTRIBUTION TYPE AND WATTAGE INDICATED IN THE PLANS. LUMINAIRES SHALL HAVE A CAST -ALUMINUM HOUSING PROVIDING FOR A SLIP -FITTER TYPE MOUNTING AND CAPABLE OF ADAPTING TO A 2-INCH DIAMETER PIPE TENON. LUMINAIRES SHALL BE OF THE COBRA HEAD STYLE WITH AN OVATE REFRACTOR (DROPPED LENS) FOR ARTERIALS AND A CLEAR FLAT LENS FOR RESIDENTIAL ROADWAY APPLICATIONS. r 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 AND THE REFLECTOR. THE MANUFACTURER'S NAME OR SYMBOL SHALL BE CLEARLY MARKED ON EACH LUMINAIRE. EACH LUMINAIRE SHALL HAVE A WEATHER -RESISTANT, ANSI -APPROVED DECAL ATTACHED TO THE BALLAST HOUSING SO AS TO BE READILY VISIBLE FROM THE GROUND. THE DECAL SHALL BE APPROXIMATELY THREE INCHES SQUARE AND THE LEGEND SHALL BE A MINIMUM OF TWO INCHES IN HEIGHT. THE DECAL SHALL BE GOLD IN COLOR WITH L MP WATTAGES INDICATED BY THE FOLLOWING NUMERICAL LEGEND: 7 FOR 70 WATTS 25 FOR 250 WATTS 10 FOR 100 WATTS 31 FOR 310 WATTS H 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 ALL. LUMINAIRES SHALL HAVE THEIR COMPONENTS SECURED TO THE LUMINAIRE FRAME WITH STAINLESS STEEL MOUNTING HARDWARE (NUTS, BOLTS, WASHERS, HINGES, ETC.). THE HOUISING, COMPLETE WITH INTEGRAL BALLAST, SHALL BE WEATHER -TIGHT. 9-29.11 CONTROL EQUIPMENT (REPLACEMENT SECTION) UNLESS SPECIFIED OTHERWISE, ILLUMINATION CIRCUITS SHALL BE CONTROLLED BY A COMBINATION OF PHOTOELECTRIC CONTROLS AND LIGHTING CONTACTORS AS NOTED IN THE CONTRACT. 9-29.11(1) TIME CLOCK CONTROLS - DELETE m F 9-29.11(2) PHOTOELECTIC CONTROLS (REPLACEMENT SECTION) PHOTOELECTRIC CONTROLS SMALL BE PLUG-IN DEVICES, RATED TO OPERATE ON 1M 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 R;OTO-CELL SHALL BE MOUNTED EXTERNALLY ON TOP OF THE LUMINAIRE. IN A CONTACTOR -CONTROLLED SYSTEM, THE PHOTOCELL TO CONTROL THE SYSTEM SHALL BE MOUNTED ON THE LUMINAIRE NEAREST TO THE SERVICE/CONTACTOR CABINET. THE PHOTO -CELL SHALL BE CAPABLE OF SWITCHING 1,000 WATTS OF INCANDESCENT LOAD "ON" AS MIN. Supplemental Specifications (Rev 02/09/87) Page 56 I 9.29.12(1) ILLUMINATION CIRCUIT SPLICES (REPLACEMENT SECTION) i ALL SPLICES AND TAPS SHALL BE MADE USING SOLDERLESS CRIMP CONNECTORS ON UNDERGROUND CIRCUITS TO SECURELY JOIN THE MIRES BOTH MECHANICALLY AND ELECTRICALLY. ALL SPLICES SHALL EMPLOY EPDXY RESIN FILLED IN CLEAR PLASTIC MOLDS TO FORM A WATER TIGfiT SEAL. ALL MATERIAL USED IN THE SPLICE KIT SHALL BE COMPATIBLE WITH THE WIRE AND ITS INSULATION AS USED IN THE LIGHTING SYSTEM. 9029.13 TRAFFIC SIGNAL CONTROLLERS (REPLACEMENT SECTION) THE UNIT SHALL O ERATE ON 120 VOLT, 60 CYCLE, SINGLE PHASE ALTERNATING C OMW 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. COMPONENTS SUCH AS RESISTORS, CAPACITORS, DIODES AND TRANSISTORS SHALL BE INDIVIDUALLY REPLACEABLE UTILIZING APPROVED STANDARD SOLDERING TECHNIQUES. INTEGRATED CIRCUITS STALL BE MOUNTED IN SOCKETS AND SHALL BE EASILY REPLACEABLE WITHOUT SOLDERING. ALL COMPONENTS SHALL BE STANDARD "OFF THE SHELF* ITEMS. THE TRAFFIC.SIGNAL CONTROLLER SHALL BE CAPABLE OF INTERFACING WITH THE MU.TISONIC REAL TIME, MASTER COMPUTER. THE CONTROLLER SHALL BE CAPABLE OF BOTH ON-LINE OPERATION (CONTROL BY THE MULTISONIC 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 -LIRE MASTER COMPUTER (MULTISONIC MASTER) THE CONTROLLER SHALL BE CAPABLE OF OPERATING EITHER IN A FIXED TIME MODE OR IN A FULLY -ACTUATED MODE WITH VOLUME DENSITY ON EACH PHASE AS REQUIRED. ALL CLEARANCE TIMING AND PEDESTRIAN TIMING SHALL BE ACCOMPLISHED AT THE LOCAL INTERSECTION. 9-29.13(2) FLASHING OPERATIONS (REPLACEMENT SECTION) FLASH UNIT SHALL BE A TWO CIRCUIT TYPE, 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 PER MINUTE. 9.29.13(3) EMERGENCY PRE-EMPTION (REPLACEMENT SECTION) EMERGENCY VEHICLE PRE-EMPTION SHALL BE FURNISHED EITHER AS SEPARATE UNITS OR. AS MODULES THAT PLUG DIRECTLY INTO A RACK WIRED TO ACCEPT 3-M DISCRIMINATOR TYPE UNITS. THE PRE-EMPTION SYSTEM OPERATION SHALL BE COMPATIBLE WITH THE 3M COMPANY "OPTICOW SYSTEM WHICH THE CITY OF RENTON IS CURRENTLY USING AND SHALL BE CAPABLE OF BEING ACTIVATED BY THE SAME TRANSMITTERS. WHEN A PRE-EMPTION DUECTOR DETECTS AN EMERGENCY VEHICLE, THE PHASE SELECTOR SHALL HOLD THE C04TFMLLER IN THE REQUIRED PHASE OR ADVANCE DIRECTLY TO THAT PHASE AFTER OBSERVIRG 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 (REPU.ACEMCENT SECTION) THE CONTROLLER CABINET SHALL HAVE A WATERPROOF ENVELOPE WITH A SIDE ACCESS ATTACHED TO THE INSIDE CF THE CABINET ODOR. AT THE TIME OF DELIVERY THE ENVELOPE SHALL HAVE FOUR COMPLETE SETS CF SCHEMATICS AND MANUALS FOR ALL ASSERMBLIES AND SUB -ASSEMBLIES.. Supplemental Specifications (Rev 02109/87) Page 57 't 1� 9-29.13(6) RADIO INTERFERENCE SUPPRESSORS (REPLACEMENT SECTION) A COIiNELL-OUBILER RADIO INTERFERENCE FILTER NF 10801-1 30 AMPS OR EQUIVALENT SHALL BE USED TO FILTER THE A.C. POWER. ADDITIONALLY, ALL POWER SUPPLIES SHALL HAVE NOISE IMMUNITY FROM OTHER DEVICES WITHIN THE CABINET. 171 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 NEMA 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 SHALL HAVE KEYBOARD ENTRY. AND LIQUID CRYSTAL DISPLAY. FOR THE STANDBY OPERATION, THE TRAFFIC SIGNAL CONTROLLER SHALL INCLUDE ALL CIRCUITRY REQUIRED TO PROVIDE ALL TIMING AND ALL FUNCTIONS FOR SIGNAL OPERATION IN A FULLY -ACTUATED MODE. STANDBY OPERATION SHALL AUTOMATICALLY OCCUR UPON OPENING OF INTERCONNECT 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 SHALL BE SWOP 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 RENTON SIGNAL SHOP, RENTON, WASHINGTON. THE SIGNAL SHOP WILL MAKE SPACE AVAILABLE TO THE CONTRACTOR FOR THE REQUIRED TEST OEMONSTRATIONS. THE CONTRACTOR SHALL ASSEMBLE THE CABINET AND RELATED SIGNAL CONTROL EQUIPMENT READY FOR TESTING. A COMPLETE DEMONSTRATION BY THE CONTRACTOR OF ALL INTEGRATED COMPOENTS SATISFACTORILY FUNCTIONING SHALL START THE TEST PERIOD. ANY MALFUNCTION SHALL STOP THE TEST PERIM UNTIL ALL PARTS ARE SATISFACTORILY OPERATING. THE TEST SHALL BE EXTENDED LNTIL A MINIMUM OF 72 HOURS CONTINUOUS SATISFACTORY PERFORMANCE OF THE ENTIRE INTEGRATED SYSTEM HAS BEEN DEMONSTRATED. THE DEMONSTRATION BY THE CONTRACTOR TO THE ENGINEER OF ALL C04KM NTS FUNCTIONING PROPERLY SMALL NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY RELATIVE TO THE PROPER FUNCTIONING OF ALL AFORESTATED CONTROL GEAR WHEN FIELD INSTALLED. 9-29.13(7)B 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 94ALL BE A CONTROLLER POWER SWITCH THAT SHALL RENDER THE CONTROLLER AND LOAD SWITCHING DEVICES ELECTRICALLY DEAD WHILE MAINTAINING FLASHING OPERATION FOR PURPOSES OF CHANGING CONTROLLERS OR LOAD SWITCHING DEVICES. STOP TIME BYPASS SWITCH THERE SHALL BE A SWITCH IN THE CABINET IDENTIFIED AS THE 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 CALL ON ITS RESPECTIVE SIGNAL PHASE. Supplemental Specifications (Rev 02/09/87) Page 58 9--29.13(7)8 CONTINUED THE CONVENIENCE OUTLET AND LAMP SOCKET A CONVENIENCE OUTLET PROTECTED WITH A GROUND FAULT INTERRUPTER AND AN INCANDESCENT LAMP SOCKET SHALL BE FURNISHED IN THE MAIN CABINET. A DOOR SWITCH FOR THE LAMP SHALL BE PROVIDED. THIS CIRCUIT SHALL BE PROTECTED BY A CIRCUIT BREAKER RATED AT 20 AMPS. FAIL SAFE UNIT FAIL SAFE UNIT SHALL MONITOR BOTH THE POSITIVE AND NEGATIVE PORTIONS OF THE A.C. SINE WAVE FOR ALL GREEN, AMBER AND PEDESTRIAN WALK INDICATIONS. THE DURATION OF A DISPLAY OF CONFLICTING INDICATIONS SHALL NOT BE LONG ENOUGH TO BE VISIBLE TO MOTORISTS OR PEDESTRIANS BEFORE THE MONITOR INITIATES FLASHING OPERATION. THERE SHALL BE A VISUAL INDICATION THAT THE MONITOR HAS PRED)pTED NORMAL OPERATION. SURGE PROTECTOR (LIGHTING ARRESTER) THE CONTROLLER SHALL HAVE AN INPUT VOLTAGE SURGE PROTECTOR THAT SHALL PROTECT THE CONTROLLER INPUT FROM ANY VOLTAGE SURGES THAT COULD DAMAGE THE CONTROLLER OR ANY OF ITS CQPOEMTS. FIELD WIRINGTERMMINAL THERE SHALL BE A TERMINAL STRIP FOR FIELD WIRING IN THE CONTROLLER CABINET. THE TERMINALS SHALL BE NUMBERED IN ACCORDANCE WITH THE SCHEMATIC WIRING DIAGRAM ON THE PLANS. IFSR DIFFERENT 'MUMBERING SYSTEM IS USED FOR THE CABINET WIRING , THEN BOTH MARS SHALL LABEL EACH. TERMINAL AND THE CABINET WIRING. SCHEMATIC DRAWINGS SMALL 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 BE PROVIDED. COMPUTER INTERFACE UNIT INTERFACE COMMUNICATION DEVICES SHALL 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 TRAN94ITTING ALL DETECTOR AND SIGNAL STATUS INFORMATION AND RECEIVING AND DECODING. C044AMD INFORMATION FROM THE COPUTER ALL IN CONFORMANCE AND WITHIN THE CAPABILITY OF THE MULTISONIC MASTER COMPUTER UNIT APO THE INTERCONNECT- CABLES. 9-29.13(7)D: CONTROLLER CABINETS (F491LACO+ENT SECTION) EACH TRAFFIC CONTROLLER CABINET SHALL PROVIDE A WEATHERPROOF HOUSING AND HAVE THE FOLLOWING REQUIREMENTS: 1. CONSTRUCTION, SHALL BE OF SHEET STEEL. 2. THE CABINET SHALL CONTAIN SHELVING, avo(ETS, 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 EQUIPMENT 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. THE VENT FAN SHALL. BE IN THE TOP OF THE CABINET AND THERMOSTATICALLY CONTROLLED. 5. THE CABINET DOOR SHALL BE PROVIDED WITH THE FOLLOWING: a. THE MAIN DOOR OF THE CABINET SHALL INCLUDE A TWO POSITION BAR STOP AND SHALL BE SECURED f WITH A BEST TYPE LOCK. THE MAIN DOOR 94ALL ALSO CONTAIN A POLICE DOOR WITH A CONVENTIONAL POLICE LOCK. INSIDE THE POLICE PANEL THERE SMALL BE A SIGNAL ON -OFF SWITCH WHICH SHALL PROHIBIT ANY SIGNAL DISPLAY IN THE FIELD BUT WILL ALLOW THE CONTROL EQUIPMENT TO OPERATE MEN PLACED IN THE "OFF" POSITION. A SECOND SWITCH SHALL BE THE AUTO -FLASH SWITCH. WHEN PLACED IN THE "FLASH" POSITION, CONTROLLER POWER SHALL REMAIN ON AND CONTROLLER SHALL STOP SupPlemental Specifications ions (Rev 02/09/87) Page 59 9-29.13(7)D CONTINUED TIME DEPENDENT ON SWITCH SETTING ON THE AUXILIARY PANEL. DESCRIBED LATER. b. THE CABINET SHALL HAVE A METAL ETCH PRIMER COAT UNDER THE FINISH COAT. THE FINISH PAINT COAT SHALL BE A "AISLE ALUMINUM M OR HAMlERTONE 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 WD:4 NNE GASKETS. 9-29.15 FLASHING BEACON CONTROL - DELETE 9-29.16 VEHICULAR SIGNAL HEADS (FOR.ACEMENT SECTION) VEHICULAR SIGNAL HEADS SHALL HAVE 12 INCH LENS SIZES UNLESS SHOWN OTHERWISE ON THE SIGNAL PLANS. VEHICULAR SIGNAL HEAD HOUSINGS SHALL CONSIST OF SEPARATE SECTIONS AND BE EXPANDABLE. TYPE FOR VERTICAL MOUINTING. LENS SHALL BE GLASS AND MEET I.T.E. SPECIFICATIONS FOR LIGHT OUTPUT. REFLECTORS SHALL BE ALZAC. EACH SIGNAL HEAD SHALL HAVE A 1/4 LNCH DRAIN HOLE IN ITS BASE. VEHICLE SIGNAL HEADS SHALL BE CAST ALUMINUM. ALL SIGNAL HEADS SHALL INCUAE A BACK PLATE 5 INCH SQUARE CUT BORDER. SIGNAL HEADS, INCLUDING OUTSIDE OF VISORS AND BACK OF BACK PLATES SHALL BE FINISED WITH TWO COATS OF FACTORY -APPLIED TRAFFIC SIGNAL YELLOW BAKED D ME - THE INSIDE OF THE VISORS AND FRONT OF BACK PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY -APPLIED FLAT BLACK ENAMEL. MOUNTING HARDWARE WILL PROVIDE FOR A RIGID CONNECTION BETWEEN THE SIGNAL HEAD AND MAST ARM. ALL MOUNTING HARDWARE WILL BE OF THE TOP -MOUNT PLUIBIZER TYPE AS SHOWN ON THE STANDARD PLANS. POSITION OF THE SIGNAL. HEADS SHALL BE LOCATED AS CLOSE AS POSSIBLE TO THE CENTER OF THE LANES. SIGNAL WADS. SHALL BE MOUNTED ON THE MAST ARM SUCH THAT THE RED INDICATORS LIE IN THE SAFE PLANE AND SUCH THAT THE BOTTOM OF THE HOUSING OF A SIGNAL HEAD SHALL NOT BE LSS THAN 16 FET 6 DOLES NOR MORE THAN 17 FEET 6 INCHES ABOVE. THE- MADE AT THE CENTER OF THE' ROADWAY. ALL BOLTS SHALL BE STAINLESS STEEL. 9-29.16(2)A OPTICAL UNITS (REPLACEMENT SECTION) THE HEAD OPTICAL UNITS SHALL CONSIST OF LENS, REFLECTORS, LAMP HOLDERS, AMD TRAFFIC SIGNAL LAMPS VISIBLE TO THE TRAFFIC BEItNG CONTROLLED AT DISTANCES FROM 10 FEET TO 500 FEET UDDER ALL LIGHT AND TRAFFIC CONDITIONS EXCEPT DENSE FOG. ALL 8-INCH CONVENTIONAL HEADS SHALL EMPLOY`67'OR 69 WATT TRAFFIC. SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 595 MINIMUM 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 163 MATT TRAFFIC SIGNAL LAMPS RATED FOR 130 VOLT OPERATION, 1730 MINIMUM INITIAL LANENS, 8000 HR RATED LIFE, 3 INCH LIGHT CENTER LENGTH, P-25 BULB,_. MEDIUM BASE, CLEAR IN COLOR. ALL BULBS SHALL BE INSTALLED' WITH THE FILAMENT OPENING POINTED UP. ALL. SIGNAL LENSES SHALL BE OF THE COLOR, SIZE AND SHAPE AS INDICATED ON THE CONTRACT PLANS AND SPECIFICATIONS. THE LENS DESIGN SHALL GIVE AN OUTWARD AND DOWNWARD. DISTRIBUTION OF LIGHT WITH A MINIMUM ABOVE THE HORIZONTAL. THE LENS SHALL BE GLASS AND 94ALL FIT IN TO A NEOPRENE GASKET IN SUCH A WAY TO RENDER THE INTERIOR OF THE LENS AND REFLECTOR WEATHERPROOF AND DUST -TIGHT'.. THE REFLECTOR SHALL BE ONE PIECE, ALZEK ALUMINUM CONFORMING TO I.T.E. STANDARDS. THE OPTICAL UNIT SHALL BE DESIGNED TO PREVENT ANY OBJECTIONABLE REFLECTION OF THE SUN'S RAYS EVEN AT TINES OF THE DAY WHEN THE SUN MAY SHIMS DIRECTLY INTO THE LENS. Supplemental Specifications (Rev 02/09/87) Page 60 i 1 1 1 ,1 9-29.16(2)E PAINTING SIGNAL HEADS (REPLACEMENT SECTION) 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 PLATES SHALL BE FINISHED WITH TWO COATS OF FACTORY -APPLIED FLAT BLACK ENAMEL. 9-29.16(3) POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)A 8 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.16(3)8 12 INCH POLYCARBONATE TRAFFIC SIGNAL HEADS - DELETE 9-29.17 SIGNAL HEAD MOUNTING BRACKETS AND FITTINGS (REPLACEMENT SECTION) VEHICLE AND PEDESTRIAN HEAD MOUNTING HARDWARE SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. ALL MOUNTING HARDWARE SHALL BE 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, INDUCTION 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 215E OR DETECTOR SYSTEMS MODEL 810A M 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 DI93L.AY 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. MADE OF POLYCARBONATE PLASTIC. THE LENS MATERIAL SHALL BE POLYCARBONATE PLASTIC. HOUSINGS SHALL BE DIE CAST ALUMINUM AND 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 BE EQUIPPED 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 POSITION. THE POWER 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 ON A 38 WATT MAX. 9-29.21 FLASHING BEACON - DELETE %-29.24 SERVICE CABINETS (REPLANT SECTION) THE SIGNAI/STREET LIGHTING SERVICE CABINET SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SEEM. ALL. ELECTRICAL. CONDUCTORS, BUSS BARS AND CONDUCTOR TERMINALS SHALL BE COPPER OR BRASS.. THE CABINET 94ALL BE FABRICATED FROM GALVANIZED COLD ROLLED SHEET STEEL, WITH 12 GAUGE USED FOR EXTERIOR SURFACES AND 14 GAUGE FOR INTERIOR PANELS. ODOR HINGES SHALL BE THE CONTINUOUS CONCEALED PIANO TYPE AND NO SCREWS, RIVETS OR BOLTS SHALL BE VISIBLE OUTSIDE THE QNG10 M. THE CABINET DOOR SHALL BE FITTED Fat A BEST INTERNAL TYPE LOCK. THE CABINET SHALL HAVE VENTILATION LOUVERS ON THE LOWER AND UPPER SIDES COMPLETE WITH SCREENS, FILTERS AND HAVE RAIN TIGHT GASKETS. THE CABINET DOOR SHALL HAVE A ONE PIECE WEATHER PROOF NEOPRDNEGASKET. Supplemental Specifications (Rev 02/09/87) Page 61 9-29.24(1) PAINTING (REPLACEWmT SECTION THE FINISH COAT SHALL BE A FACTORY BAKED ON ENAMEL LIGHT GREY IN COLOR. THE GALVANIZED SURFACE SHrALL. 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 SHALL BE AS INDICATED ON THE CONTRACT PLANS AND DETAIL SHEETS. THE FOLLOWING EQUIPMENT SHALL BE FEATURED WITHIN THE CABINET: 9-29.24(2) CONTINUED 1. MAIN CIRCUIT BREAKER 2. BRANCH CIRCUIT BREAKERS 3. UTILITY 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. OOU LE POLE BRANCH BREAKER (S) FOR LIGHTING CIRCUITS (240 VOLT) 7. ONE IM VOLT, 20 AMP SINGLE POLE BRANCH BREAKER (FOR UTILITY PL =) 8. TYPE 3-SINGLE PHASE 12D/240 VOLT GROUNDED NEUTRAL SERVICE 9. ONE 120 VOLT 40- AMP SINGLE POLE BRANCH BREAKER (SIGNAL SERVICE) 10. COMPLETE PROVISIONS FOR_16 BREAKER POLES 11. NAME PLATES PHENOLIC BLAC( WITH WHITE ENGRAVING EXCEPT THE MAIN BREAKER WHICH SHALL BE RED WITH WHITE. LETTERING. ALL NAME PLATES SHALL BE ATTACHED BY S.S. SCREWS. 12. METER BASE SECTIONS ARE UNNECESSARY 9-29.25 AMPLIFIER. TRANSFORMER AND TERMINAL CABINETS (REPLACEMENT SECTION) THE POLE MOLWED TERMINAL BOX SHALL BE MADE OF MOLDED FIRE MM, BE GREY IN COLOR, BE APPROXIMATELY 16" HIGH x 13-7/8" WIDE x 5-7/8" DEEP AM HAVE A MINIMUM OF 16 TERMINALS ON THE TERMINAL BLOCKS. THE BOX SHALL BE WEATHER TIGHT HAVE A SINGLE DOOR WITH CONTINUOUS HINGE ON ONE SIDE AND. SCREW HOLD 0006 ON THE DOOR LOCKING SIDE.. ALL HARDWARE WILL BE STAINLESS STEEL. 9-30.1A ODUCTILE' IRON PIPE (PARTIAL RER ACOMENT SECTION) PARAGRAPH lr REPLACE "CLASS 53 and CLASS 500 WITH. "CLASS 52" 9-30.2A FITTINGS - OIUCTILE IRON PIPE (ADDITIONAL SECTION CAST IRON AND ODTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. C94MT LINIM SHALL. BE IN ACCORDANCE WITH ANDI/AWWA A104/A21.4-85. ALL FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. TYPE OF ENDS S'kL BE SPECIFIED AS PUSH -ON' JOINT (TYTON), MECHANICAL JIONT(MJ), PLAIN END(PE), FLAN(ED(FL), OR SCiEW(S). GASKET MATERIAL. FOR. FLANGES WALL BE NEOPRENE, BONAN, CHLORINATED BUTYL., OR CLOTH - INSERTED RUBBER. RtABER GASKET JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA Clll/C21.11-80.. FLANGES Mf EADED) SHALL. BE IN ACCORDANCE WITH ANSI/AWWA C115/A21.15.83. IF FITTINGS ARE 3 INC•ES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL, PUSH+ -ON, OR PLAIN -END JOINTS, THE FITTUM SHALL.. BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.1042 OF ANSI/AWWA C153/A21.53-84. 3 DCH TO: 12 INCH DIAMETER FITT'DoGS WHICH HAVE BOTH PUSH -ON (TYTON), OR PLAIN4DO, ON MECHANICAL OCINTS AND FLANGED JMNTS SHALL BE. IN ACCORDANCE WITH ANSVAWWA 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 KS -ON (MONO, PL.AIN4DO, OR MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53- 84 AND THAT PORTION ON THE FITTIMG WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. Supplemental Specifications (Rev 02/09/87) Page 62 .1 9-30.2A CONTINUED ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C1531A21.53-M 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: ' VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, KELLER COMPANY NO. A2380, KENNEDY, OR m&M. APPROVAL OF VALVES OTHER THAN MODELS SPECIFIED SHALL BE OBTAINED PRIOR TO BID OPENING. ALL GATE VALVES LESS THAN 12" IN DIAMETER SHALL INCLUDE AN 8" x 24" CAST IRON GATE VALVE BOX AND EXTENSIONS, AS REQUIRED. ALL 12" DIAMETER AND LARGER GATE VALVES SHALL BE INSTALLED IN A VAULT, SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. 9 _30.3E VALVE MARKER POSTS -(PARTIAL REPLAC9ENT SECTION) REPLAN PARAGRAPH 1 WITH: VALVE MARKER POSTS SHALL BE INSTALLED AT THE DISCRETION OF THE CITY IN THOSE UNPAVED AREAS WHERE THE TIP 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 (REPLACERENT SECTION) FIRE HYDRANTS SHALL BE IOWA, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED PRIOR TO BID OPENING. 9-30.5A END CONNECTIONS (REPLACEMENT 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) CONFORMING TO AWWA C-504-80 WITH A-6 INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2 1/2 INCH HOSE NOZZLES WITH NATIONAL 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, 0.0. 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 SPECIAL PROVISIONS City of Renton May Creek/Canyon Oaks Storm Drain SPECIAL PROVISIONS Division 1 General Requirements 1.04 Scope of Work (Supplemental Section) The contractor shall be required to furnish the following - a minimum of 15 working days prior to commencement of work. 1. Detailed outline and timetable for progression of work. 2. Temporary erosion control plan. 3. Method of pipe installation, including type of equipment to be used. 4. Written approval of Fisheries for crossing or working in the vicinity of May Creek. The contractor is advised that due to permit restrictions, the following conditions shall apply. 1. No heavy trenching equipment shall be used on the steep slope (between the existing catch basin and the energy dissipater). The contractor shall make every effort to avoid damaging or destroying vegetation along the pipe trench line other than is absolutely necessary for installation of the storm drain. 2. Equipment crossing of May Creek shall be accomplished by the use of timber pads or other means. No wheeled or tracked vehicles shall be permitted in the stream bed. The equipment crossing shall be placed such that it shall not disturb the stream bed nor block the stream flow. ' 3. A temporary construction access will be provided from Jones Ave. N.E. across King County Parks Dept. property. The contractor shall take precautions to minimize damage to the property and shall restore the property to the owners satisfaction. 1-07.15 Tempgrory Water Pollution/Erosion Control ' The contractor shall schedule his operations so that permanent erosion control features will be installed immediately following installation of the storm drain. Spoils from the storm drain trench shall be spread evenly over and adjacent to the trench so as to blend naturally with the surrounding area with minimum disturbance of the existing vegetation. The exposed areas shall be covered with an approved jute matting and seeded in accordance with Section 8-01. The contractor shall submit seed mixture and fertilizer specifications conforming to Section 9-14.2 and Section 9-143 for approval by the Engineer. Water required for seeding and fertilizing shall be considered incidental to the seeding and fertilizing operation and no additional payment will be allowed therefore. The contractor shall provide the Engineer a Temporary Erosion Control Plan for approval prior to commencement of work. All costs associated with temporary water pollution/erosion control during installation of the storm drain shall be considered incidental to the project and no additional compensation shall be made. 7-01 DRAINS 7-01.2 Materials (Supplemental Section) Add: High Density Polyethylene Pipe (9-05.17) 7-04 STORM SEWERS 7-04.2 Materials (Supplemental Section) Add: High Density Polyethylene Pipe High Density Polyethylene Pipe shall conform to the following specifications: (a) ASTM F714-83; Polyethylene (PE) plastic pipe (SDR-PR) based on outside diameter. (b) ASTM D1248-85; Polyethylene plastics molding and extrusion compounds. (c) ASTM D3350; Standard Specification for polyethylene plastic pipe and fittings materials. (d) ASTM D2837; Method of obtaining hydrostatic design basis for thermoplastic pipe materials. (e) ASTM D2657; Heating joining polyolefin pipe and fittings. 1. The pipe shall be made from polyethylene resin compound qualified as Type III, Category 5, Class C, Grade PE34 in ASTM D1248-85. 2. The resin shall have these minimum physical properties: Alathon Properties Density (gm/cc) ASTM D1505 0.962 Melt Index ASTM D1238 (Cond. E) 0.05 Flexural Modulus (psi) ASTM D790 145,000 Tensile Yield (2"/Min) (psi) ASTM D638 3,800 Tensile Ultimate (2"/Min) (psi) ASTM D638 5,000 Elongation (%) >800 ESCR (F20) ASTM D1693 >6,000 LTHS (@ 73.4 F) 1,700 MW (SECL) 268,000 MW/MN 18.00 Cell Class ASTM D3350 345534C 3. The raw material shall contain a minimum of 2% well dispersed carbon black. 4. The pipe shall contain no recycled compound except that generated in the manufacturer's own plant, from resin of the same specification and from the same raw material supplier. 5. Compliance with the requirements of this section shall be certified in writing by the pipe supplier, upon request. IL 7-04.3 Construction Requirements ' 7-04.3 (1) B Pipe Bedding (Supplemental Section,) 'The High Density Polyethylene Pipe shall be bedded in native material excavated from the pipe trench. ' 7-04.3 (1) C Pipe Joining Method (New Section) ' (a) The polyethylene pipe should be joined by the method of thermal butt -fusion, as outlined in ASTM D2657. (b) Butt -fusion joining of pipe and fittings shall be performed in accordance with the procedures established by the pipe manufacturer. Joining must be conducted by, or under the supervision of a factory trained manufacturer's representative. (c) Butt -fusion joining of pipe and fittings shall be performed on fusion machinery approved by the pipe manufacturer. Fusion pressures, temperatures and cycle times shall be according to pipe manufacturer's recommendations. No pipe or fittings shall be joined by fusion by any contractor unless he is adequately trained and qualified in the technique involved. (d) The Polyethylene Pipe may be adapted to fittings or other pipe elements by means of a suitable flange assembly. Flange assemblies shall consist of the following items: 1. A polyethylene stub end made from the same resin material as the pipe. This stub end shall be factory machined from a molded polyethylene blank made at the pipe manufacturer's factory. 2. A back-up flange of ductile iron or other suitable material, made to Class 150, ANSI B16.5 dimensional standards. Exceptions to these dimensional standards can be made for systems with exceptionally high operating pressures. 3. Flange assemblies are connected by bolts of compatible material with gaskets, of suitable material for the fluid and pressure characteristics, cut to fit the joint. In all cases, the bolts shall be drawn up evenly and in -line, using procedures recommended by the pipe manufacturer. 7-04.5 Payment (Supplemental Section) Add: 9. High Density Polyethylene Pipe .... in Dia.; per linear foot.