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S-37 ennvdal erceptor-Spec.Dcs> _.. 606, Mad BEGINNING OF FILE lei FILE TITLE 374 lw ��vV F I • 4 i 1 l� _J J AWARDED: JULY 16,1990 TO: King Construdioo CompanN CONTRACT NO, CAG 13,314 1S 8tA Bast -- - Suroncr,WA `11390 phone: `138-Tg19 BID: 1:3.15279 CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF WEST KENNYDALE SEWER EXTENSION CITY PROJECT S-374 CITY OF RENTON WASHINGTON For Intormalion Regarding 1 his Project Comad CITY OF RENTON CH211I HILL �11• JUNE 1990 WCHAEL A.BENOIT EDWNJ RL DL OFF RENTON.WA BELLEVUG,NA (206)235-2631 (206)463-SOLO SEA22077.63 I VM•VIF W ll KI-NG{C-ZNM KING CONSTRUCTION CO., INC. 13313N Bah STREFI CAST • SUMNER.WASHINGTON 98390 (206)838-7819 865.0935 July 18, 1990 City of Renton Public Works Department - 200 Mill Avenue South Renton, WA 98055 , Attention: Michael A. Benoit f Subject: West Kennydale Interceptor 5-374 Gentlemen. Per your request, we submit tho following: (1) Sharon M. Holt Brad Holt John Beeson President Foreman Bonding Agent 4734 S.W. 312th P1. 23606 S.E. 380th P.O. Box 84187 Federal Way, WA 98023 v2iumclaw, WA 9802Z Seattle, WA 98124 Phone: (206) 838-7819 Phone: (206) 838-7819 Phone: (206) 467-5858 Emergency (206) 838-8997 Emergency (206) 735-1057 (2) Copy of resolution is attached. (3) Copy of current State Contractor's License is attached. (4) Photo copy of current City of Renton alsiness License is attached. (5) Five Contract Bonds on City of Renton forms. (6) Five signed contracts (7) Five Certificates of Insurance for 1990. We will forward a list of proposed subcontractors and material suppliers as soon as the contracts have been executed. Very truly yours. King Construction Co. Inc. Brad Holt Project Manager P.S. Per our conversation on July 30, 1990: All of above are attached except item *3. We arc• waiting for this to arrive in the mail. It will be forwarded as soon as it arrives. _J CORPORATE RESOLUTION Adopted at a special meeting of the Board of Directors of King Construction Co. Inc. Place of Meeting: 13313� 8th Street East, Sumner, WA Date and Time of Meeting: April 1, 1990 8 4:00 P.M. WHEREAS, The Corporation has thoroughly discussed the signing of the corporate documents listed below: IT IS HEREBY RESO=: That in the AB.iENCE of Sharon M. Molt, President, Robert J. Holt and/or Bradley D. Holt are authorized to sign Corporate Contracts, Bonds, and or Change Orders. BE IT FURTI:R RESOLVED: Robert J. Holt and Bradley D. Holt will havq signing privileges effective immdediately. Dated: �Z /99D 6-- Bradley D. Holt, Secretary Sharon M. Holt, Chairperson r F - CITY OF RENTON WEST KENNYDALE SEWER EXTENSION Data: July 2, 1990 ADDENDUM NO. 1 Project NO.: SEA22077.B7 TO THE CONTRACT DOCUMENTS for the construction of WEST KENNYDALE SEWER EXTENSION RENTON, WASHINGTON To All Planholders: The following changes, additions, and/or deletions are here of by Contractmmde a part of the WEST KENNYDALE SEWEREXTENSION, dated June 1990 n89 fully nand the completely as if the some were fully at forth therein: A PART — 1. Section 00310, PROPOSAL, page 6, unit price bid. Under item 22, "Side Sewers Complete" change "72 EA" to "14 EA". All bidders shall acknowledge receipt and acceptance of Addendum No. 1 in the space provided in the PROPOSAI, Y Proposalstting without t�is Addendum withA sh acknowledgementh orbid withoutage this Addendum will informal. FOR THE CITY OF RENTON CH2M LL Edwin RUdlof Projec Manager L_ —J 1 CITY OF RENTON RENTON, WASHINGTON CONTRACT DOCUMENTS for the construction of the WEST KENNYDALE SEWER EXTENSION e ex• — CONSISTING OF: BIDDING REQUIREMENTS CONTRACT FORMS CONDITIONS OF THE CONTRACT SPECIFICATIONS DRAWINGS RMxR !. R i 'J c FSSlOf(AL EMS'/ 1 j CH2M HILL � Bellevue, Waching[on June 1990 Copyright CH2M HILL NORTHWEST, INC. 1990 Project No. SEA220-7.B3 Copy No. i I � i 1 1 � 1 ` SE22077A CONTENTS Pages PART 1 - BIDDING REQUIREMENTS CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY. . .. .. . .1 - C7TY OF RDNTON CALL FOR BIDS. . . . . . . . . . . . . . . . . . .. . . . . .. .1- 2 CITY OF RENTON INSTRUCTIONS TO BIDDERS. . . . . . . . . .. . . .. ..1 INSTRUCTIONS TO BIDDERS. . .. . .. . . . . . . . . . . . . . . . . . . .. .. . . .1- 9 -. BIDDER'S CHECKLIST. . . . . . . . ... .. . . . . . . . . . . . . . .. ... .. . .. .I * PROPOSAL . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . .. . .. .... .1- 7 • BID BOND FORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. .1 BIDDER'S DATA FORM. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . .. ..1 • COMBINED AFFIDAVIT AND CERTIFICATION FORM. . . . . .. . . . . .. .1 NON-COLLUSION ANTI-TRUST CLAIMS MINIMUM WAGE PREVAILING MINIMUM HOURLY WAGE RATES. . . . . . . . . . . . .. . . . . .1-16 -, NOTE: Documents marked • 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. PART 2 - CONTRACT FORMS NOTICE OF AWARD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ..3 NOTICE TO PROCEED. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .1 CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . .I. .. ... .. . .. .1- 3 BOND TO THE CITY OF RENTON. . . . . . . . . . . . . . . . ... .. . . . .. . ..I PART 3 - CONDITIONS OF THE CONTRACT GENERAL CONDITIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-22 SUPPLEMENTARY CONDITIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1-13 INSTRUCTIONS TO FILING EMPLOYMENT UTILIZATION REPORT. . .' CONTRACTOR/SUBCONTRACTOR MONTHLY MANPOWER UTILIZATION REPORT (SAMPLE) . . . . . . . . . . . . . . . . . . . . . . . . . .I CERTIFICATION OF PAYMENT OF PREVAILING WAGES. . . . . . . . . . .1 ENVIRONMENTAL REGULATIONS LISTING. . . . . . . . . . . . . . . . . . . . . .1- 5 PART 4 - SPECIFICATIONS - DIVISION 1 - GENERAL REQUIREMENTS 01010 SUMMARY OF WORK. . . . . . . . . . . . . . . . . . . . . . . . . .1- 2 01040 COORDINATION AND SITE CONDITIONS. . . . . . . . .1• B 01092 ABBREVIATIONS. . . . . . . . . . . . . . . . . . . . . . . . . . . .1- 4 01300 SUBMITTALS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1- 5 SEA22077.B3 JUNE 1990 00060 i CONTENTS l i 71 SE22077A Penes _ 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS. . . . . . . . . . . . . . . . . . . . .1- 7 '-f 01700 CONTRACT CLOSEOUT. . . . . . . . . . . . . . . . . . . . . . . .1- 2 '�' DIVISION 2 - SITE WORK 02221 TRENCH EXCAVATION AND BACKFILLING. . . . . . . .1- 9 02400 CONTROL OF WATER. . . . . . . . . . . . . . . . . . . . . . . . .1- 4 02575 SURFACE RESTORATION. . . . . . . . . . . . . . . . . . . . . .1- 8 - 02726 MANHOLE CONSTRUCTION. . . . . . . . . . . . . . . . . . . . .1- 7 _ ;.4 DIVISION 15 - MECHANICAL _ 15085 GRAVITY SEWER PIPE. . . . . . . . . . . . . . . . . . . . . . .1- 8 WSDOT UTILITY FRANCHISE 10076 'T PART 5 - DRAWINGS J. i .. I ^, I I ` i i 'I SEA22077.B3 JUNE 1990 r 00060 ii CONTENTS w r ! h r PART 1 BIDDING REQUIREMENTS ti J i �rz •.- CITY OF RENTON SUMNARY OF PAIR PRACTICES POLICY ADOPY£D RI RESOLUTION NO. 23AD The policy of the City of Renton is to promo.-$ and afford equal traa twont and ss""a to all aitieenM and to assur# squat ewpLoy- ,&nt opportunity to all persons regardless of race; creed; ¢sIor; ethnicity; national origin; sex; the presence of a won-fob-related physical, sensory, cr wentaI handicap; ape; or marital states. This policy Shatz be based an the princip Lee of equal employment opportunity and affirmative action guidelines as set forth in f#dorm, state and local Laws. All departments of the City of Renton shall adhere to the foItoeing guide Lines: "I £NPL CTN£R! PRACTi C£S - All activities rotating to swptny- wen[ euc as .-corset twsst, •$,Marion, promotion, tormination and training •haIL be conducted in a non-diMomwinatory ;armor. Personnel decisions will be based on indivtd,al psrforwanae, staffing requirements, and in accordance with governing Civil Service Laws and the dereswent between the City of Renton and the Washington Star* Council of County and City Employe,&. (7) COOP£RATIOF WITS SONAR FIGHTS OFGAFIZA!IORS - T%a City of onto' wt . cooperate fu y wt a. orgam cations and commissions organised to promote tir pr¢asices and equal opportunity in employment. (S) APFIRNA.'IP£ AC.?OF PROGRAM - The City of Renton Affirmative Ao non ropra' wt • matntainod to !aailitaso equitable representation within the City workforce and to assure equal •mp Zoyment opportunity to all. It shall be the responsibility and duty of a2l City officials and employees to carry out the policis s, guidelines and corrective useroe as Met for:h by this program. Corrective Mmplouynant programs may be a♦tab,ished by the Mayo- an the r000mmene. Lion of an Affirmative Action Committee for those departments in whi ch-a protected class of employ,#• is under-represented. (s) CCNTRACTONS' ONLICATION - Contractors, subcontractors and •upp taro con wan np usinass with Cho City of Renton sha lI affirm and subscribe to she Pair Practises and Son- Diosrimination polities set forth by Law and in the Affirmative Action Program. Copies of this policy shalt be distributed to all City employees, shall appear in all operational dosumeet,tion of the City, including bid sail:, and shall be prowi,ently displayed in appropriate City faoi Iities. CONCURRED IN by the City Council of the City of Renton. Washir.gtor, this Zed day of Jws I#80. 7CITY OP RENTON- RENTON CITY CCOUNCIL: UOnyJwY rl.Jti/1�01�. `/�..r.✓ %.L[MI++t� Mayor 7 Council President Attest: Issued, July 10, 1972 Revised, rob"ary 9, 1976 Revised: Jvae I, 1950 c7 elk J s r 9 I SE22077A CITY OF RENTON CALL FOR BIDS WEST KENNYDALE SEWER EXTENSION Sealed Proposals fcr the construction of the West Kennydale Sewer Extension, addressed to City of Renton, will be received at the office of the City Clerk, 200 Mill Avenue South, Renton, WA 98055, until 2:30 p.m. , local time, on the 5th day of July, 1990, and then will be publicly opened and read in the lrt Floor Conference Room, Renton Municipal Building, 200 Mill Avenue South, Renton, WA 98055. Any bids received after the time and date specified will not be considered. The project contemplated consists of construction of approximately 1,377 feet of 8-inch diameter ductile iron gravity sanitary sewer pipeline, including new manholes and connections to existing sanitary sewer manholes. Approximately 140 feet of this pipeline will be installed within a steel casing, which is to be constructed by boring and jacking. Drawings and Specifications may be examined in the office of the Department of Public Works at the Renton Municipal Building or at the office of the Engineer, 'CH2M HI3,L, 777 108th Avenue NE, Bellevue, WA 98004. A copy of the Documents may be obtained at the Renton Department of Public Works office upon payment of $25 for each Document plus $5 to cover postage if mailed. Return of the Documents is not required, and the amount paid for the Documents is nonrefundable. A prebid meeting will be held at the project site at 1:30 p.m, on the 28th day of June, 1990. Attendance at this meeting is mandatory for all Bidders. Each Bid must be submitted on the prescribed form and accompanied by bid security executed on the prescribed form, payable to the City of Renton, Washington, in an amount not less than 5 percent of the amount bid. The successful Bidder will be required to furnish the necessary additional bond(s) for the faithful performance of the Contract, as ,1 prescribed in the Contract Documents. -) Before a Contract will be awarded for the work contemplated herein, the Owner will conduct such investigation as is necessary to determine the performance record and ability of the apparent low Bidder to perform the size and type of work specified under this Contract. Upon request, the Bidder shall submit such information as „1 deemed necessary by the Owner to evaluate the Bidder's J qualifications. w SEA22077.B3 JUNF. 1990 1 00080 1 CALL FOR BIDS I J II 4.A— A- I I SE22077A The City of Renton's Fair Practices and Non-Discrimination Policies shall apply. In order to perform publi: wor::, the Bidder shall hold or obtain such Contractor and Business Licenses as required by State of Washington and City of Renton statutes. The attention of Bidders is directed to the applicable federal and state requirements and conditions of employment to be observed and minimum wage rates to be paid under the Contract. The right is reserved to reject all Bids or any Bid not conforming to the intent and purpose of the Contract Documents, and to postpone _ the award of the Contract for a period of time which, however, shall not extend beyond 60 days from the bid opening date. CITY OF RENTON, WASHINGTON - Marilyn J�Detersen, City Clerk Published: l.. _ Daily Journcl of Commerce: June 20 b 27, 1990 SEA22077.B3 JUNE 1990 F 00080 2 CALL FOR BIDS �i r t A CITY OF AENTON INSTRUCTIONS TO BIDDERS 1. Sealod bids for this proposal will be received by the -ty of Renton at the office of the Renton City Clerk, Renton City Nall, until ?:oo o'clock p.m., on the da to specified In the Cali for /Ids. At this time the bids will be publicly opened and read, after which the bids will be considered and the award rde as early as practicable. No proposal may be charged or withdrawn after the time sot for receiving bids. Proposals shall be submitted on the fours attached hereto. 2. The worx to be done is shown on the plans. Quantities are understood to be only approximats. final payment will be based on field wasureean: of actual quantities and at the unit price bid. The City reserves the rignt to add or to eliminate portions of that work as deemed necessary. ). trans say be sxaminod and copies obtained at the Public Works Department Office. Udders shall satisfy thenselvss as to the local conditions by Inspection of the site. Y. 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 pri ca shalt be stated In terms of the units Indicated and as to a total amount. In the event of arrors, 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 doomed advontageous 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 51 of the total amount of the bid shall accompany each bid proposal. Checxs will be returned to unsuccessful bidders Imnedletely followi..g the decision as to award of contract. The C`scA of the successful bidder will be retrrnod provided he enters Into a contract and furnishes a satisfactory performance bond covering the full amount of the work within ton days after receipt of notice of intention to award contract. Should he fail, or refuse to do so, the deck shall be forfeited to the City of Renton as liquidated damage for such failure. B. All bids must be Nlf-explonatory. wo 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 es to his financial and practical ability to sotisfactorliv the work. 10. Payment for this work will be made in Cash Warrants. Rev. 7/15/81 .ice I SE22077A INSTRUCTIONS TO BIDDERS 1. CONTRACT DOCUMENTS A. FORMAT The Contract Documents are divided into parts, divisions, and sections for convenient organization and reference. Generally, there has been no attempt to divide the Specification sections into work performed by the various building trades, work by separate subcontractors, or work required for separate facilities in the project. B. DOCUMENT INTERPRETATION The separate sections contained within these Contract Documents are intended 'o be mutually cooperative and to provide all details reasonably required for the execution of the proposed work. Should there be any doubt as to the meaning or intent of said Contract Documents, the Bidder should request of the Engineer, in writing (at least 6 working days prior to bid opening) an interpretation thereof. Any interpretation or change in said Contract Documents will be made only in writing, in the form of Addenda to the Documents which will be furnished to all registered holders of Contract Documents. Bidders shall submit with their Proposals, or indicate receipt of, all Addenda. The Owner will not be responsible for any other explanation or interpretations of said Documents. - C. DRAWINGS v The Drawings bound in the Document are photographic reductions of the original tracings. The amount of reduction is indicated by a note or scale bar on the Drawings. Full-size Drawings may be obtained from the Engineer at the cost of reproduction and handling, plus postage for mailing (if mailing is requested) . No return -, of full-size Drawings is required, and no refund will be made. -- 2. GENERAL DESCRIPTION OF THE PROJECT A general description of the work to be done is contained in the Invitation to Bid. The scope is indicated on the accompanying - - Drawings and specified in applicable parts of these Contract Documents. SEA22077.B3 JUNE 1990 00100 1 INSTRUCTIONS TO BIDDERS J ra 4 a ;y►'��. 1 1` SE22077A 3. REGISTTRATION REQUIREMENTS FOR CONTRACTORS All Bidders, including General Contractors and Specialty Contractors, shall be registered as Contractors by the State Department of Licenses in conformance with the requirements of applicable parts of Chapter 18, RCW (an act providing for the registration of Contractors). 4. BIDDER'S UNDERSTANDING Each Bidder must inform himself of the conditions relating to the execution of the work, and it is assumed that he will inspect the site and make himself thoroughly familiar with all the Contract Documents. Failure to do so will not relieve the successful Bidder of his obligation to enter into a Contract and complete the contemplated work in strict accordance with the Contract Documents. It shall be the Bidder's obligation to verify for himself and to his complete satisfaction all _ information concerning site and subsurface conditions. A prebid meeting will be held at the project site at 1:30 p.m. on the 28th day of June, 1990. Planholders will be notified by " Addendum jiving the location and access instructions for this meeting. Representatives of the Owner and CH2M HILL will be present to describe the project and answer questions. Test pits - will be excavated in the Bidders' presence. Attendance at this meeting is mandatory for all Bidders. The Owner will make available to prospective Bidders upon ' request dnd at the office of the Engineer, prior to bid opening, any information that he may have as to subsurface conditions and surface topography at the worksite. The findings of a geotechnical investigation for the project are described in the document "West Kennydale Sewer Extension, ti Geotechnical Data Report by CH2M HILL, dated June 15, 1990. That document is by reference made an integral part of these Contract Documents au if fully set forth herein. Said document will be provided to all prospective Bidders. •` Information derived from inspection of logs of test borings, or -. pits, geotechnical reports, topographic maps, or from Drawings showing location of utilities and structures will not in any way relieve the Contractor from any risk, or from properly examining the site and making such additional investigations as he may elect, or from properly fulfilling all the terms of the Contract r Documents. Each Bidder shall inform himself of, and the Bidder awarded a Contract shall comply with, federal, state, and local laws, statutes, and ordinances relative to the execution of the work. '~ This requirement includes, but is not limited to, applicable .. S EA22077.B3 JUNE 1990 00100 2 INSTRUCTIONS TO BIDDERS 4 1 SE22077A i regulations concerning minimum wage rates, nondiscrimination in the employment of labor, protection of public and employee safety and health, environmental protection, the protection of natural resources, fire protection, burning and nonbuining _ requirements, permits, fees, and similar subjects. 5. TYPE OF PROPOSAL A. COMBINED UNIT PRICE-LUMP SUM The Proposal for the work is to be submitted on a combined unit price-lump sum basis. Unit price or lump sum price amounts shall be submitted on all items of work set forth in the Proposal. All items required to comolete the work -- specified or shown on the Drawings but not included in the Proposal shill be considered incidental to those set forth in the Proposal. The estimate of quantities of unit price work to be done is tabulated in the Proposal and, although stated with as much accuracy as possible, is approximate only and is assumed solely for the basis of calculation upon which the award of Contract :hall be made. Payment to y the Contractor will be made on the measurement of work actually performed by the Contractor as specified in the Contract Documents. The total amount to be paid the Contractor for the lump sum work shall be the amount of the lump sum bid as adjusted for additions or deletions ^, resulting from Owner-authorized changes in the project. 1 6. PREPARATION OF PROPOSALS jA. GENERAL All blank spaces in the Proposal form must be filled in, as "? required, preferably in BLACK ink. All price information �J shall be shown in both words and fig,ires where requ,-ed. No changes shall be made in the phraseology of the forms. .. Written amounts shall govern in case of discrepancy between j the amounts stated in writing and the amounts stated in figures. In case of discrepancy between unit prices and extended totals, unit prices shall prevail. B. SIGNATURE "T The Bidder shall sign his Proposal in the blank space J provided therefor. If Bidder is a corporation, the legal I name of the corporation shell be set forth above, together with the signature of the officer of officers authorized to !! sign Contracts on behalf of the corporation. If Bidder is a partnership, the true name of the firm shall be set forth above, together with the signature of the partner or .' partners authorized to sign Contracts in behalf of the .j partnership. If signature is by an agent, otl.er than an JSEA22077.B3 JUNE 1990 00100 3 INSTRUCTIONS TO BIDDERS -` 171 1 9E22077A officer of a corporation or a member of a partnership, a notarized power-of-attorney must be on file with the Owner prior to opening of Proposals or submitted with the .. Proposal, otherwise the Proposal will be regarded as not properly authorized. 7. CHANGES IN OUANTITIES The Owner reserves the right to increase or decrease the amount of any class of unit price work item shown in the Proposal that may be deemed necessary, except that such increases or decreases in amounts shall not be more than 70 percent of the quantities shown on the Drawings and Specifications without a Change Order. _ B. SALES TAX Retail sales tax to be collected from the Owner on the Contract amount in accordance with the General Conditions shall be stated separately in the spaces provided, as applicable, and shall not be included in the unit or lump sum prices stated in the Proposal. The amount of retail sales tax stated will not be considered as a competitive bid item and will not b-, included in determining the lowest priced Proposal and will be considered to _ be an estimate only. _ All other federal, state, and local sales, use, or other taxes as required by federal, state, or local laws shall be included in the unit prices, lump sum price, or other prices stated in _ the Proposal. 9. COMPLIANCE WITH LABOR STANDFRDS AND RATE OF NAGE REQUIREMENTS The work under this Contract is to be paid for by public funds; therefore, minimum prevailing wage rates published by the State Department of Labor and Industries are included. The Owner does not guarantee that labor can be procured for the minimum wages shown on the referenced schedules. The rates of wages listed are minimum only, below which the Contractor cannot pay, and they do not constitute a representation that labor can be procured for the minimum listed. 10. SUBMISSION OF PROPOSALS All Proposals must be submitted not later than the time _ prescribed, at the place, and in the manner set forth in the Invitation to Bid. Proposals must be made on the Proposal forms provided herewith, and submitted intact with the volume containing the Bidding Requirements, Contract Forms, and Conditions of the Contract. _ w SEA22077.B3 JUNE 1990 � 00100 4 INSTRUCTIONS TO BIDDERS r ' j r rv. 1 SE22C77A 1 r Each Proposal must be submitted in a sealed envelope, so marked as to indicate the Bidder's name anc its contents without being -� opened, and addressed in conformance with the instructions in the Invitation to Bid. 11. USE OF OFFSHORE ITEMS 1 Pursuant to Title 39 RCW 24.050, successful Bidder shall furnish Owner, upon completion of the Contract, a statement certified by the Bidder setting forth the nature and source of offshore items in excess of $2,500 which have been utilized in the performance of the Contract. 12. MODIFICATION OR WITHDRAWAL OF PROPOSALS Prior to the time and date designated for receipt of Proposals, 1 any Proposal submitted may be withdrawn by notice to the party receiving Proposals at the place designated for receipt of Proposals. Such notice shall be in writing over the signature r of the Bidder or by telegram. If by telegram, written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Proposals. No Proposal may be withdrawn after the time scheduled for opening of Proposals, unless the time specified in paragraph AWARD OF CONTRACT of these Instructions to Bidders shall have elapsed. ,. 13. BID SECURITY Proposals must be accompanied by cash, a certified check, or cashier's check drawn on a bank in good standing, or a Bid Bond issued by a Surety authorized to issue such bonds in the state where the work is located, in an amount not less than 5 percent of the total amount of the Proposal submitted. This bid security shall be given as a guarantee that the Bidder will not withdraw his Proposal for a period of 60 days after bid opening, and that if awarded the Contract, the successful Bidder will execute the attached Contract and furnish a properly executed Performance Bond and Payment Bond in the full amount of the Contract price within the time specified. The Attorney-in-Fact who executes this bond in behalf of the Surety must attach a notarized copy of his power-of-attorney as evidence of his authority to bind the Surety on the date of execution of the bond. Where State Statute requires, certification by a resident agent shall also be provided. If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form bound herewith, or one conforming substantially thereto in form and content. J 1 j SEA22077.83 JUNE 1990 00100 5 INSTRUCTIONS TO BIDDERS f- 1 '4 SE22077A ^ 14. RETURN OF BID SECURITY Within 15 days after the award of the Contract, the Owner will .� return the bid securities to all Bidders whose Proposals are not to be further considered in awarding the Contract. Retained bid securities will be held until the Contract has been finally executed, after which all bid securities, other than Bidders' bonds and any guarantees which have been forfeited, will be returned to the respective Bidders whose Proposals they accompanied. 15. AWARD OF CONTRACT Owner reserves the right to reject any and all bids, to waive any and all informalities not involving price, time, or changes in the work and to negotiate Contract terms with the successful Bidder, and the right to disregard all nonconforming, '- non^esponsive, unbalanced or conditional bids. Also, Owner reserves the right to reject the bid of any Bidder if Owner believes that it would not be in the best interest of the .. project to make an award to that Bidder, whether because the bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by Owner. In evaluating bids, Owner will consider the qualifications of the Bidders, whether or not the bids comply with the prescribed -� requirements, and such alternates, unit prices, and other data, as may be requested in the Bid Form or prior to the notice of award Owner may consider the qualifications and experience of -� subcontractors, suppliers, and other persons and organizations proposed for those portions of the work as to which the identity — of subcontractors, suppliers, and other persons and — organizations must be submitted as provided in the bid or Supplementary Conditions. Owner also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed — for incorporation in the work when such data is required to be submitted prior to the notice of award. Owner may conduct such investigations as Owner deems necessary — to assist in the evaluation of any bid and to establish the �+ c responsibility, qualifications, and financial ability of Bidders, proposed subcontractors, suppliers, and other persons and organizations to perform and furnish the work in accordance n with the Contract Documents to Owner's satisfaction within the prescribed time. � i SEA22077.B3 DONE 1990 00100 6 INSTRUCTIONS TO BIDDERS �V r ' SE22077A e If the Contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by Owner indicates to Owner that r. the award will be in the beat interests of the project. If the Contract is to be awarded, Owner will give the successful Bidder a notice of award within 45 days after the day of the bid i opening. In the event of failure of the lowest responsive, responsible Bidder to sign the Contract and provide an acceptable Performance Bond, Payment Bond, and insurance certificate(s), the Owner may award the Contract to the next lowest responsive, responsible Bidder. Such award, if made, will be made within 60 days after the opening of Proposals. The Owner reserves the right to accept or reject any or all r' Proposals, and to waive any informalities and irregularities in said Proposals. If, at the time this Contract is to be awarded, the total of the lowest acceptable Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Proposals or take such other action as best serves the Owner's interests. 16. BASIS OF AWARD LOW BIDDER The low Bidder on combined unit price-lump sum Proposals will be the lowest written lump sum amounts plus the total Extended Total Amount for unit price items. .._ 17. SUBMITTALS FOLLOWING AWARD - Submittals required under this Contract that would affect the start of actual construction may be submitted by the successful Bidder any time after notice of award, notwithstanding that the Contract has not been executed nor the Notice to Proceed issued. Notwithstanding the Contractor's right to make early submittals, no cause for a delay or time extension shall arise under the Contract unless the Engineer fails to respond to such submittals -' within 20 days after issuance of the Notice to Proceed and the delay impacts the Contract completion date. -� 16. EXECUTION OF CONTRACT The successful Bidder shall, within 10 working days after receiving notice of award, sign and deliver to the Owner a Contract in the form hereto attached together with the acceptable bonds and insurance certificates as required in these Documents. Within 10 working days after receiving the signed -} Contract with acceptable bonds from the successful Bidden, the J SEA22077.B3 JUNE 1990 00100 7 INSTRUCTIONS TO BIDDERS ! J L Aj,' I SE22077A Owner's authorized agent will sign th^ Contract. Signature by both parties constitutes execution of the Contract. 19. CONTRACT BONDS A. BOND TO THE CITY OF RENTON (PERFORMANCE AND PAYMENT BOND) The successful Bidder shall file with the Owner, at the time of execution of the Contract, a Performance and Payment Bone on the form bound herewith in the full amount of the Contract, as security for the faithful performance _ of the Contract and the payment of all persons supplying labor and materials for the construction of the work, and to cover all guarantees against defective workmanship or materials, or both, during the waraanty period following the date of the final acceptance of the work by the Owner. B. POWER-OF-ATTORNEY The Attorney-in-Fact (Resident Agent) who executes the - Performance and Payment Bonds in behalf of the Surety must attach a notarized copy o: his power-of-attorney as evidence of his authority to bind the Surety on the date of execution of the bonds. C. SURETY The Surety furnishing these bonds shall be listed on the current National Federal Register, have a record of service satisfactory to the Owner, shall be authorized to do business in the state, and shall be independent of the Contractor. 20. FAILURE TO EXECUTE CONTRACT AND FURNISH BOND The Bidder who has a Contract awarded to him and who fails to promptly and properly execute the Contract or furnish the required Bonds shall forfeit the bid security that accompanied his bid, and the bid security shall be retained as liquidated damages by the Owner, and it is agreed that this said sum is a fair estimate of the amount of damages the Owner will sustain in case the Bidder fails to enter into a Contract or furnish the required Bonds. Bid security deposited in the form of cash, a certified check, or cashier's check shall be subject to the same requirement as a Bi- nd. SEA22077.B3 JUNE 1990 00100 8 INSTRUCTIONS TO BIDDERS �+ SE22077A ..J � 21. TIME OF COMPLETION r ^ The time of completion of the work to be performed under this Contract is the essence of the Contract. Delays and extensions of time may be allowed in accordance with the provisions stated in the General Conditions. The time allowed for the completion '1 of the work is stated in the Proposal. I 1 � J J i ..r 1 .> J -i i I J J SEA22077.B3 JUNE 1990 00100 9 INSTRUCTIONS TO BIDDERS I �j I t . -- SE22077A BIDDER'S CHECKLIST This checklist has been prepared and furnished to aid Bidders in including all necessary supporting information with thoir bid _ Bidders' submittals should include, but are not limited to, the following: Item Checked 1. Proposal (Bid) 2. Bid Bond 3. Power-of-Attorney for Surety's Agent to execute Bidder's Bond (Notarized) 1/ 4. Authority to Sign Proposal If Signature V is by Agent Other Than officer of Corporation, Partner, or Owner / 5. Acknowledgement of Addenda (on each V/ Addendum) 6. Bidder's Data Form Renton Forms 7. Summary of Fair Practices Policy S. Combined Affidavit and Certification - Form: Non-Collusion, Antitrust Claims, Minimum Wage Form I _ I _ SEA)i077.B3 JUNE 1990 J0120 1 BIDDER'S CHECKLIST i SE22077A NOTE TO BIDDER: Use preferably BLACK ink for completing this Proposal form. PROPOSAL To: City of Renton Address: 200 Mill Avenue South Renton, WA 98055 Project Title: WEST KENNYDALE SEWER EXTENSION Project No. : S-374 Bidder's person to contact for additional information on this Proposal: Name: iR IA/ Z& Telephone: 7?,P-72/%7 BIDDER'S DECLARATION AND UNDERSTANDING The undersigned, hereinafter called the Bidder, declares that the only persons or parties interested in this Proposal are those named herein, that this Proposal is, in all respects, fair and without fraud, that it is made without collusion with any official of the Owner, and that the Proposal is made without any connection or _. collusion with any person submitting another Proposal on this Contract. The Bidder further acknowledges that he has satisfied himself as to the nature and location of the work, the general and local _. conditions, particularly those bearing upon availability of transportation, access to the site, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, river stages, or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed preliminary to and during the prosecution of the work and all other matters w..ich can in any way affect the work or the cost thereof under this _ Contract. The Bidder further acknowledges that he hr4 satisfied himself as to the character, quality, and quantity of surface and subsurface materials to be encountered from his '.napection of the site and from reviewing any available records of exploratory work furnished by the -" owner or included in these Documents. Failure by the Contractor to acquaint himself with the physical conditions of the site and all the available information will not relieve him from responsibility SEA22077.53 JUNE 1990 00310 1 PROPOSAL J SE22077A for prope-ly estimating the difficulty or cost of successfully 1 performing the work. The Bidder warrants that as a result of his examination and investigation of all the aforesaid data that he can perform the work in accordance with the Contract Documents and to the satisfaction of the Owner. The Owner assumes no responsibility for any representations made by any of its officers or agents during or prior to the execution of this Contract, unless (1) such representations are expressly stated in the Contract, and (2) the Contract expressly provides that the responsibility therefor is assumed by the Owner. The Bidder further declares that he has carefully examined the Contract Documents for the construction of the project, that he has personally inspected the site, that he has satisfied himself as to the quantities involved, including materials and equipment, and conditions of work involved, including the fact that the description of the quantities of work and materials, as included herein, is brief and is intended only to indicate the general nature of the -- work and to identify the said quantities wit* the detailed _ requirements of the Contract Documents, and that this Proposal is made according to the provisions and under :he terms of the Contract Documents, which Documents are hereby made a part of this Proposal. CONTRACT EXECUTION AND BONDS Th.: Nidder •rees that if this Proposal is accepted, he will, within 10 workinc s after receiving notice of award, sign the Contract in the fo: .unexed hereto, and will at that time, deliver to the Owner the Performance Bond and Payment Bond required herein, and will, to the extert of his Proposal, furnish all machinery, tools, apparatus, and other means of construction and do the work and furnish all the materials necessary to complete all work as specified or indicated in the Contract Documents. CERTIFICATES OF INSURANCE s+ Bidder agrees to furnish the Owner, before commencing the work under this Contract, the certificates of insurance as specified in these Documents. Bidder further agrees that the unit price and lump sum amounts stated herein includes specific consideration for the insurance coverages, including contractual liability, specified in the Contract Documents. START OF CONSTRUCTION AND CONTRACT COMPLETION TIME The Bidder further agrees to begin work within 10 working days after the date of the Notice to Proceed and to complete the construction, .. !. S EA22077.B3 JUNE 1990 ,r 00310 2 PROPOSAL ^ d f SE22077A in all respect.s, within 60 calendar days after the date of the Notice to Proceed. LIQUIDATED DAMAGES In the event the Bidder is awarded the Contract and shall fail to �I complete the work within the time limit or extended time limit agreed upon, as more particularly set forth in the Contract Documents, liquidated damages shall be paid to the Owner at the rate under of $2 hallrhave beenda forasatisfactorilyll work dcompletedeasoprovidednbyl the Contract Documents. ADDENDA f The Bidder hereby acknowledges that he has received Addenda No's. (1)One. (Bidder shall insert No. of ench Addendum received) -.n� agrees thet all addenda issued are hereby made part of the includes ActaDl impacts and the Bidder further agr-es that his Bid(s) resulting from said addenda. LUMP SUM OR UNIT PRICE WORE ITEMS The Bidder further proposes to accept as full payment for the work proposed herein the amounts computed under the provisions of the Contract Documents and based on the following lump sum or unit price _ amounts, it being expressly understood that the unit prices are independent of the exact quantities involved. The Bidder agrees that the lump sum prices and the unit prices represent a true measure of the labor and materials required to perform the work, including all allowances for overhead and profit for each type unit of work called for in these Contract Documents. The amounts shall be shown in both words and figures. In case of a discrepancy, the amount shown in words shall govern. UNIT PRICE OR LUMP SUM BID Item uan. Unit Fi ures U P or L.S.(Words) Ext.Total Amt_ 01500 CONSTRUCTION FACILITIES i TEMPORARY CONTROLS _ 1, Mobilization, Demobilization, Temporary Construction i LUMP SUM � -- JUNE 1990 SF.A22077 .B3 3 PROPOSAL 00310 MAW, '�ir SE22077A ^ i 02221 THENCE EXCAVATION i BACRFILL 2. Trench Safety System in i Accordance with RCW 49.17 LUMP SUM /•��..� %,�:.sces...G $ II OOO . e/ 3. Trench Plug ' � LUMP SUM C,�g�t^: _ 4. Trench Excavation and Backfill, Native Backfill, 0-12-foot Depth 55 LF S ' '00 � T $�. �S 5. Trench Excavation and Backfill, Native Backfill, 12-14-foot Depth — 15 LF •.. 4--- s G 75• ems'- - 6. Trench Excavation and Backfill, Native Backfill, 14-16-foot Depth r — 20 LF 5 c s%�i.0• +xo $� I//c• �� 7. Trench Excavation and Backfill, Native Backfill, 16-18-foot Depth pp ?% 88 LF 8. Trench Excavation and Backfill, Native Backfill, 18-20-foot Depth _ 128 LF ea iL ✓lAW,a5 t3 1.Z• �'� 9. Trench Excavation and Backfill, Native Backfill, 20-foot Depth and Greater 204 LF $ �.Oo Z64..,.4"I i /'� $ �•f _ 10. Trench Excavation and Backfill, O� Imported Crush .d Rocx Dackfill 1 il. Foundation Stabilization i 50 CY $Sp, a� % °n •.�'� s�L $ .700• i i i i SEA22077.83 JUNE 1990 V 00310 4 PROPOSAL .Ilk t ._, _ I AW 11L` i r- _ SE22077A 02726 MANHOLE CONSTRUCTION 12. Manhole No. 1 LUMP SUM �' ^� $ 2j,Z0D . 13. Manhole No. 2 LUMP SUM �/!.!%�/sr//y .S�s�'�lN S •SGY1 14. Manhole No. 3 LUMP SUM C:f�'-L��1k66+r'^'uv^"LN $.—y"-- 15. Manhole No. 4 LUMP SUM tG I�K<Zd+� ^�/u'�. $ 16. Manhole No. 5 Qy LUMP SUM &er,4 17. Manhole No. 6 �. LUMP SUM � "-� s"'i 18. Connection No. 1 // 0 , .. LUMP SUM 19. Connection No. 2 _ LUMP SUM ��' L,�f� `- $ jDp. 15085 GRAVITY SEWER PIPE 20. 8-inch Ductile Iron Sewer Pipe Installed in Trench � 1.237 LF $ $,�DG�" 21. 8-inch Ductile Iron Sewer Pipe Installed in Casing 140 LF S OGcs 5.�8000, SEA22077.83 JUNE 1990 00310 5 PROPOSAL .J I ■ 4qF 'r 1 SE22077A 22. Side Sewers Complete � EA $/StYI. S.2 000, a-- SUM OF EXTENDED TOTALS $,23s1, SpB, Washington State Sales Tax (5.18) $- ,�ll• • TOTAL AMOUNT BID s.2 5,.jr SURETY If the Bi.dder is awarded a construction Contract on this Proposal _ form, the Surety who provides the Performance Bond and Payment Bond will be �2---1!�;"/ 64"41Y.K 4SA whose address is Street City "State Zip BIDDER TTehe name of the Bidder submitting this Proposal is f—^i�T•Via- 6-44.19� �/W- doing business at — Street Cty State Zip I which is the address to which all communications ecncerned with this Proposal and with the Contract shall be sent. The names of the principal officers of the corporation submitting , i this Proposal, or of the partnership, or of all persons interested in this Proposal as principals are as follows: SEA22077.B3 JUNE 1510 00310 6 PROPOSAL r SE22077A If Sole proprietor or Partnership IN WITNESS hereto the undersigned has set his (its) hand this day of 19_. Signature of Bidder TitleSh If Corporation IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officers this S day of (SEAL) ,, 1;:R Na ee� offf�)JddC//orpo/rraa'ytii(oon�� Title_ lGi �wr Attest Se6retary l SEA22077.B3 JUNE 1990 00310 7 PROPOSAL i J BID BOND I 9 KNOW ALL MEN BY THESE PRESENTS: QI That the undersigned Principal and Surety are held and firmly bowl unto 5 CfTY OF RENTON, WASHINGTON as Obligee in the penal amount of the deposit specified in the call for bids the payment of woich the Principal and the Surety bind themselves, their heirs, executors, administra- tors, successors and assigns, jointly and severally, by these presents. WHEREAS, the Principal has submitted a bid for West Kennydale Sewer Project, ♦S-374 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Prin- cipal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bonder 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, then this obli- gation shall be null m6 void, otherwise to remain it,,full force and effect. Provided, how- ever,that if the Principal's bidwould otherwise bedeclared non-responsive by the Obligee soleL� be the wording in this bond varies from that wnich is specified in the call for bids, then this document is hereby amended to include the wording so specified. SIGNED, SEALED AND DATED THIS July 5 1990 PRINCIPAL: SURETY: KING CONSTRUCTION COMPANY, INC. ST. PAUL GUARD INSURANCE COMPANY A i Attorney-in-Fact John C. Beeson i t I ST.PALL GUARDIAN INSURANCE COMPANY CERTIFICATEOF 385 Washington Stmt,SL Paul,Minnesota 55102 AVTHORITY NO. Fa smlw"an oftbeauthmunb of this nw,,of Atrny,,YDY maI lek"hone ldhNe 1.806)?&.It9and atk for 49551 'be Powerol Att.S.Ckrk PI<as:nftt'-tbe Cer'dmeof Authonry No.atd lM r'rr'wd inaindphsl. GENERAL POWER OF ATTORNEY•CERTIFIED COPY (Original on File at Home Office of Company.See Certification.) uMer hNawsohM Star.of KSOVI PRFSEnTSThat�G� +onCo.,.,aw,,anand cnnbna Mi hsat Co Mreead al'Point John C. Baesm, Peter D. Beesm, Caxv1 L. Bernard, Charles F. Bugge, Mark M, Wilson, individually. Seattle, Washingtm its true and Dwf.l auofneYls}m-fea rc es"',eul\'d deliver for and on ns beMlf at surny,any and ati bonds and undessakinD,remtnirames,wntracu of indm'nny u0 o,hes wr;brys oDlip,ay 1n tM pmrc tberml,which tie Or mn m ullowed.required or permcted by law,nnu,e,mk,rctuluion,mmnn or dM.w;n. NOT TO EXCEED IN PENALTY THE SId OF TEN MILLION ($10,000,000) EACH sys «ceuuon se all such easlrvme('b1 sa pounce is a executed a shall r•lbndby upon said M.P.W d it Iwo in Cwnpre as fu11Y and amDIY.m HI mnn's and prpous,as if lM same bad been duly execmN and actnuxlN{N by les rqulolY e1mN oil i<o ar iu prmapl offitt. Thu Power of Attorney a exnmed,and may be all;fkd ro and may be revoked,Imnuanl to and by amh.in,Of.Article V,Section NCI,of the By Laws accrued by the Shiseholdtts of ST.GUARDIAN IN Y au mmml called and held on ebe ath day of Apr;L 1978,which the followry true instructor of said Senwn NCI: _ "The President a any Vitt Ptnidom.Assistant Vke Pr«Idenr,Secretary or Senytt Cemer,General Manatn shell have power and authority (I) To appoim Atlolneyrm-feet and to wrhm,r,1Mm .eeyst,on behalf of Ibe Compny,and^newly be Seat Of the Compny'he"'-. bond and undertakings.reeo{niuncas,corm ,sof meensmty and olhtt writings obl'tnory m' anorney iaauN m punu.nn of'Ms at To appoml special AnaneYs'mfec'.wM art hereby.0 .sawed w cenlf,'a 9opma of any Iserot saction and or any of the BY-Laws'If'be Constant and lit To rmmrt at an'time.my Inch Allmorl-a fact m Sp ri Almmr-m Oct and revoke the authority vIen him.' WIN Further, this Power of Attorrne of aSepaus ands 9�of which facetted, ete ,folloaant to t isnualme coo the Board of Directors of saw Compny adoplvd at.reevict duly d day r. -Now therefore the signatures of such.AI,,rs old the end of the CanpnY may be.nyOd,o any such power of."Olney a any ettuf¢are mialm{ dnrerO by faa;mde,and eery such ewer of.•vcrney or artificate berrlry'uch facsimile uMtum or facsimile sW shall be vslid and•indm{upn'he Company and any such Power so executed an.ratified by taenm;le u1namm and facnmde seal shell be valid and Nndm{upon the Compny in the (YIYIe w'Ih rnPrC110\nY bond JI Yndttl\kink l`whKh.114 anached VY .yS IN TESTIMONY W HEREOF.Soh aarNba lasareare Caeaaray MscausN IMs u.tI. nuo he simed..city corporate.. o,, �� Io be.rruN by a>u1MUAed orncer.m'I.an mY or spa..AD.199D. ST.GUARDIAN INSURANCE C'OAFMNY sal STATE OFMINN Ramsey SOTA7 secounty � $F.ALrOrs county of Ramsey ff w dT:AN�� DAVID LIT2KOW, to Preridene Cash,, 18th G>Of May .19 90 before me came the mdbdual no aepted dre Precedint inssrumenl,O N restitutions known,..it,brink by me duly sworn,said that M'k is the themes described end authorked officer of M.Paal GsxNra ru non C9saara ' t'eswlaffised,o seridinstrument lsmeC-namate Seel of sad Cmnreal:'M,the said Corponse Sol sad hM u, r Iummor ,were Jul e ffised by n of M I.an d of prenote of wd Compny. 1A2 IN TEST 1MONY WHEREOF.I Isave hereon.m my band and.ffised my Offlekl Sesl,at the y"n of St.paY1.Mmlmsaa,IM day f and Year first above wrinm, f:Al f 'Jla Rp //(p1.ct C.• C':r tl:/npR.Z Mall MARY C.STEMPER,Ne.11 P94tc,Ramsey CoYmy,MN My Commnwn Express Nuvembtt t.1990 CERTIFICATIONit 1.the uydvrvgnrd officer Of St.MW GrNlra Iwnre C9Rarn,do berebY arttfy tNt 1 Mve vmpml tM Wre{oin{capY of the Powtt o(.At.*may an tfidas d,and the copy*('be Sem;p of tbe By-L.ws of.rid Compny u m forth m urd Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE OF SAID COMMNY, it that Msame...corm'ttmscnpd thttmf,and Df'M whok oRM sod a'pnats,ud sMube said Powtt of Ananq hu 'Ot been rookN.ld u npw in full fora and elftt't. ,y'S IN TESTIMONY WHEREOF.I Save hereun'om my Sand this wa`d Ll day of IEROME R NOLOIN,Snnary r .19_ O.IY.mooed cop,of Power of Anarnry Hank Ibe Cemfi tt of Authority No.prmsN in red p Ibe uppr ri{bet.gins b biM;ry.Phawvpkl,arboa rmmen a ghat repadmsips a(tau daummt are'nvWd aM era bMtry upon tbe Comtany ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED AROYE M TOTALLY VOID AND WITHOUT ANY VALIDITY. 99116M 4,901shererday U.S.A. +ntsaw/ �L ® Mki aw SE22077A BIDDER'S DATA FORM Complete this Bidder's Data Form and submit with bid. 1. Past experience with similar type work; include names and addresses of clients, location of jobs performed, and contract amounts. l �/��11 CM n$(.L N�//'X �'•.d�� COP fIP4f /+Iw 64 wr ��'�'/� �'0.'4 . a�.P ll✓O� �i/,�if/z E�Srwr'/f `e1�a.,{L k/iX NA �11,a f.Pe r/� !'�/7��L.°1W 2. Name and address of Bidder's bank; include branch and name of individual to be contacted for financial reference`. \Pa�tir .ea(ubo..ry t�.rei.r�L lc7�ttcv /S.yP,r o / 3. What is the maximum amount of work, expressed in dollars, that you consider you are capable of undertaking? 10 /8.p.��. Arr4 eo 4. Attach last fiscal year's balance sheet. 5. Are you currently a named party in any pending litigation? If so, please identify the civil action number and jurisdiction. /JI.L BY Title -Attest Secretary J SEA22077.B3 JUNE 1990 00410 1 BIDDER'S DATA FORM city of L.aM Connived sffir.lt S vtlhrri" FrM, 810"fb1 IWIm.Aarl-T.got. Ma reload"gods 06M44er61 Ala) psmuiur AFFIDAVIT M�np eulT .wrn, «parr Ma AFT.. tart r IF Tr iwti"I ww alp M�ittr tM fyeds�np rooa.el or Ala. we not Soon ala la p..ir Mo Nr Mom r "I- IVsiw r rr la Tr IntrrT r M a.11.If of MT won not no ift 'pma. ago t fv . not Tom "POW, me got flrwlT Irwe At pllcltr My fpr Slarr M no n,."I" mfa r *AvIdAMt"M In a Mon alt. r MT.tor won As omrw"Im ro refrain from slaalnp. Ma trt reMMlt re got In MIT oollllor ..aphf Yr rl losim rome Shelf r to MT oro.r wsM MY r smear. ro .eaT.ds .w eroor Slarr r alsars. MA m1TIFIGTIOo ME. A11310100IT OF WTI-VAST CLAIM TO KNOV011 .Mar ego wlapw raeepnlr tmt 1. c,Wi sa.Ilomlc raeflr e.rcwdso r..elflaE from Mtl-hWt TlolntlMs goo In foot "Wily serae A tap wex.w. TWI.fra. .pnar woby stairs to wrn.w MT Mr oi: claim for aura .wr- Morps ns to peas W gofrl.la wfA.ra In wood:T IM Aim rots Far r wtrrt, s.cost Asro ewMVpa retulNq from Mt1-ryasf .isbflrs And" mr+np nflw no ,to of tom aid. ppTSTIOn. r Onfor MMf rMl�Mlq M P.Igo Mfer falo rrr Or whrt. In oddities. wort ou"wro ra rwewta no, oaca of his rrlira MA sorMtroclrs Mall maids MT Ma oil saes of-'r ro www, aWi.c* to Tr of .~lio eamatir. 400 Mint"aM.S AFFIDAVIT For 1. no p,r 01red. eo.Inp MwI "IV sawn, reaW. my ra prhfy"At IN rnnoetiM On fIM FarlorrK. Of tM onto of "is reject, 1 .111 Foy res ciassitiwim of looml rramn, r rcaMic MlaloWs In tom wfarsre of s sari, not less t n Tr r..ol 1110 nee of mp. ago om Act Ions IAM t .lal.om r rat.of sops as sclfl.c In tom rincipl whrf, not 1 Mw For fr a0a.e Ma Irods..I r lawfMI M rt e celliC.fa. tn0. tom OM s TaMrf Ma Tr sob"MK. as WT fas I tMteln Is frW to MY "Aff"pa Ma rllaf. FAA, Moll—IMICH AFFIDAVIT. ASSISMOR OF MITI-TtIST fy1K 70/WM= MO MIAIAM WAS AFFIDAVIT Ale AFT (E ft sing C7� S—r7Y IIMt N rrvpct — i �sT�Ida arm a~goes f J i goo MMRr r 4►arleaa gos fApto N MM go go Nla-so, of ION— ear �1r�nl,Udsm It- IIaaN1A0 ct peen,is F �A - _ • _—. �L.'�F' Ali • r . . r r PREVAILING WAGS RATES FOR CARPENTERS 070-00-00-0000 TERRITORY COVERED: CL1II.LAM, GRAYS BAOAr ISLAND, JEFFERBON, KING, IITSAP, ISfIBAS, MASON, ➢IERCE, SA10IT, SMOHOMISH, THURSTOM AND NHATCOM COUHTZES. FRINGE HEN rL ZT8 iwwwnTZE DATES 312/B�/69 HEALTH 6 WELFARE 1.50 1.05 PENSION 1.60 1.50 TRAINING .06 .OS Ewwwci 1/1/s7 OVERTIME; All hours worked in ekdsss of a bourn par day or 60 hours per reek, Monday through Friday, and all hours worked on Saturdays (SZCept saks-up days if work is lost due to weather conditions) shall be paid at one and one-half tines the regular rate of pap. All hours wo-ked on Sundays and Holidays shall he paid at double the regular rate of pay. IMIE NOTE: EFFECTIVE JUNE 9, 19aa, THE PAyxZNf Or OVERTIME IiATL0 IS NOT REQUIRED TOR THE TI"T TWO HOURS IN EICLSS OF LIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER CONDITIONS STIPULATED y.i...�'. IN SAC 296-127-022• HOLIDAYS; New Year's Day, Muorial Day, rourth of July, Labor Day, Tbankagivinq Day, Friday and Saturday following Thaskagiving tr Day and Chrisivas Day. r Nil a ' r* 4 yy yf.�r, 1 � WAGE RATES LYPT.CTZVE pATLS y.LASBIFSCATIOMB _____ 3/2/89 _8131/S9 Carpenters 18.07 18.76 Drywall Applicators ----------------------------------------------------------------- Carpenters working on turned, 18.17 15.96 charred, creosoted or treated materials ----------------------------------------------------------------- Floor Finishers 12.20 18.87 Floor Layer Floor Sander Operator Operators of other stationary woodworking tools Savfilers Shinglers Stationary Power Saw Cparators ----------------------------------------------------------------- Acoustical Workers 18.23 18.90 ______________-.___.______________. Bridge, Dock 6 Wharf 18.27 18.96 Carpenters Piledrivers ----------------------------------------------------------------- Millwright and 19.37 19.26 Machina Erectors ------------------------------------------------------------------ CAR7rNTLR6 APPRLNSZCLS 1st 6 months 60% 10.e6e ll.26e 2nd 6 months 65% 11.7456 .2.18e 3rd 6 months 70% 12.65 13.12 6th 6 months 75% 13.55 16.06 5th 6 months 80% 16.66 16.99 6th 6 months 05% 15.36 15.93 7th 6 months 90% 16.26 16.27 Bth 6 months 95% 17.17 17.80 •Mo pension contributions are required for Carpenter Apprentices during the first and second stage of progression. APPrenticas continued cn follovinc na 22 Vvy .`r- . ten• A � ���� I APPRENTICLV TOR AING COIINTY The apprentice schedule listed belov apply in addition to the schedule listed above. DRYWALL NETAr STUD S CEILING APPLICATOna 4LZ/89 8/31139 let 1000 hours 50% 9.035 9.37 2nd 1000 hours 60% 10.85 11.25 3rd 1000 hours 69% 12.29 12.76 6th 2000 hours 76% 13.73 16.26 Sth 1000 hours 84% 15.12 15.76 6th 1000 hours 92% 16.62 17.26 A992STICAL APPLTCATO s 1st 1000 hours 50% 9.115 9.65 2nd 1000 hours 60k 10.96 11.36 3rd 1000 hours 68% 12.60 12.83 6th 1000 hours 76% 13.95 16.36 Sth 1000 hours 94% 15.31 15.88 6th 1000 hours 92% 16.77 17.39 PILEDRIVERS APPRENTICED let 6 months 45% 8.22 8.52 2nd 6 months 50% 9.135 9.,7 3rd 6 months 55% 10.05 10.62 6th 6 months 60% 10.96 11.36 Sth 6 months SSk 11.275 12.31 6th 6 months 70k 12.79 13.26 7tt 6 months 75% 13.70 16.205 Bt❑ 6 months as% 15.53 16.10 AEPRLNTICES TOR LENIS MASON PI►A W� T7fIIR8TON COLR.""IES DRYWALL- t¢"'A . STUD, AC 0II8 M TTCg4-CS&UIxq-AUIICAzM 1st 500 to 1000 hours 60% 10.96 11.26 tad 500 to 1000 :lours 65% 11.65 12.18 3rd 500 to 1000 hours 775% 13.67 16.06 6th 500 to 1000 hours 90% 16.61 16.87 i82 i✓�t8" .� y� �I�i�/i� uco9,� y 1 Hwy-R31320-AA PREVAILING MINIMUM HCURLY WAGE RATES JANUARY 27, 1999 'UPAT ION: FENCE ERECTORS AND FENCE LABORERS LuCATION: (STATE: FENCE ERECTCRS AND FENCE LABORERS) ` STATE%IDE EXCEPT SAN JUAN COUNTY. w AGE RATES - OCCUPATION OCCUPATION STATE CODE DESCRIPTION RATE _ •*•+•+* STATL RAGE RATE GROUP LISTING 06A00a• 250-0010 FENCE ERECTOR 13.30 - 250-0020 FENCE tABORER 11.6C OTHER 250-92 i0 STA'.c: OVERTIME - ALL HOURS WORKED IN EXCESS OF ) ADUAS PER DAY OR 40 HOURS PER WEEK SHALL _ BE F+ 9 1 112 TIMES THE REGULAR RATE CF PAY. 25C-9255 ST. .E: EFFECTIVE JUNE 9, 1588, TYE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FCP THE FIRST 2 HOURS 1N EXCESS OF 8 HOURS PER DAY, - MONOAY THAU FRIDAY, UNDER CCNDITICNS STIPULATED IN WAC 296-127-022. I CHAM HILL EFFECTIVE DATE Cl/27/89 -. PACE 6 - i i _J RECEIVED P EVAII'NG HIHIMU4 HOURLY VAGF RATES OCT 311981 i -' r"CCTIVE DATE: 11/01/4v CH2m HAL,U LLEVUE.WA L..ATIC4: 04d COUNTY. f.I'i rGrrtid Copy OiCLFATlON: FLA46C0 FHINGL BENEFITS APPREN'.IC: MINING .20 S/HR. HEALTH AND or LFARE 1.75 :/HR. PLNSIU4 1.55 VAGL RAZES GCCUPATIO4 OCCUPATION STAT7 _ CODE DESCRIPTION <AT° 260-0010 FLAGiER 11.40 CTFER .9 DV.PTIR, - ALL HNS YOQK'U 1N rA%SS OF 9 NRS PEN DAY AND V HRS PER dZEK♦ M04 TMFOUGM FRI, AND ALL HPS WORKEC ON SATURDAYS (ExCLPT MAKEJP DAYS IF YC?r 1S LOST DUZ TO INCLW NT v EAIMSm CONDITIONS) SHALL OF PAID AT 1 AND 1/2 TIMES THE BFGULAR RATE OF PAY. ALL MRS _ WORKED ON SUNDAYS AND MPVLIDAYS SMALL BE PAID AT DUUBLL THL P°GULAG HATE OF PGY. 11 'LLASE NOTE: CFFECTIVE JUNE V. 1v00. THE -• PAYMENT OF OY'RTIME RATES 15 NOT REt UIREO FOR THE FIRST 2 HOURS IN FAC::SS OF A HOLRS PcP DAY JHUER CO,*W10aS STIPULATED IN MAC 296-127-022. 05 HOLIDAYS - N:v YEA'(S DAY. N<HORTAL DAY. FOV-TN -:F JU'-V, LAd OR DAY, TMA,r;SGIVING DAY, INE FRIDAY ANC SATURDAI FOLLUW146 THANKSGIVING, A4D ChPISTMAS DAY. lE/ _i J J P!G. 1 I� J t .`E 01I1k A r' W. 7 -.94ARW A- PREVAILING WAGE RATES FOR LABORERS TERRITORY COVYRED: CLALLIM, GRAYS HARBOR, JEFFERSON, KING, EITBAP, LEWIS, MASON, PACIFIC, PIERCE, BNOEOMIBH and THURSTON Counties. FRINOE BENEFITS EFFECTIVE DATES 1L.11al Health 6 Welfare 1.73 Pension 1.55 Training Fund .20 3.50 APRENTICES 0-1000 hours 60% 1.65 1001-2000 hours 70% 11.26 7001-3000 hours sot 12.06 3001-6000 hours 90% .6.67 OVERTIME: hours in excess of B hours per day or 40 hours hours pr Vonday thra Friday, and all hours worked on Saturdays a make-up day if work is lost due to veatb«r Conditions, he paid at one and one-half times the raga or rate of pay. Al: hours worked on Sundays and Holidays •ball bs paid at double the regular rate of pay. PLEASE NOTEt EFFECTIVE LUME 9, 198a, THE PAYMENT OF OVERTIME RATES Is NOT REQUIRED FOR THE FIRST TWO JOURB IN EXCESS OF EIGHT ROOM PER DAY, MONDAY THROUGH FRIDAY, UNDER CONDITIONS STIPULATED IN WIC 296-127-022. HOLIDAYS& Nov Year's Day, Manorial Day, Fourth of July, Labor Day, Thanksgiving Day, the Friday and Saturday following Thanksgiving Day and Christmas Day. —J l� ,nGE RRTEH �4• G 8131189 Group T 1.09 window waeher/Cleaner• *Detail clean-up, such as, but not limited to, cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by owner. g:'u7 11 _ 11,40 Batch weighma.n Crusher resoer Pilot Car Toolroom Man (at job site) I Group III 16.09 GENERAL LRBURER Rir, coo or Electric Epoxy Technician Vibrating Reread Gabian Basket Builders Ballast regulator Machina Grinders Carpenter tender Pot Tender chipping Gun Powderm"Is Helper Chuck Tender Ptake Hopper *Cleaning Laborer Topmtn-Tailman concrete corm ¢tripper Tugger operator Cam*nt rinisher Tender Curing Laborer Demolitiont wrecking f Moving (including charred material) *The use of cleaning laborers is limited to the following situational L. whea the clean-up is performed for more than one trade (usually employed by General Contractor) . b. when assisting those trades for which laborare have been specifically designated as tenders e.g., fgdu yentt tender, ceaent finisher tonJor, etc. i ) W71GL RRTEB �urr�7`yy4 4�r! CLtBBITZCT.TIOMB 8/11/89 3r,Qup Iy 16.56 Cement Dumper-Paving Pipe Ralinar (not insert) Clary Power Bpreader Railroad Spike Concrete Saw operator Puller-Porer Taller c Bucker Chains Saw Rater-kaphalt Grade Checker a Transit Man Spreader (concrete) High Scaler Jack Eammer Track Liner-POWER Mortals" i Hodcarri.r Tamper (multiple a Mossleaan (concrete pump self propelled) Green cuter when using Tamper i Similiar combination of nigh Electric, air a gas pressure air i water on operated tools concrete a rock, sandblast, vibrator gunnite, ■hotcrete) Wagon Driller i Ai_ Track operator Pavement Bresker Wall Point laborar Pipe Layer a Caulker Group O Caisson Worker Powderman Diver Re-Timberman Miner Y, _. Corre�t� UTILITIES CONTTRUC11 P..ISEFSR AND wATLR MAIN31 �`,� PREVAILING WAGE RATES FOR LABORERS TERRITORY COVERED: KING, AITSAP AND THURSTCN COUNTIES. "(a PATHS ►rFECTIVE DATES CLABBIrtCATZONH_ 1/2l69 General Laborer 14.16 Topaan 16.72 Pipe Layer* 16.66 •Includes: Caulker, Oollarman, Jointer, Mortarman, Rigger, Jacket, ehorar, Manhole Builder and Laser Beam Operator. LLZLG�.BL'21SI.ITd Health 6 welfar- 1.75 Pension 1.55 Training Fund .17 1.61 OVERTIME: All work performed in excess Of 6 hours per day and 60 hours per week and on Saturdays and Sundays shall be paid at one and one- half times the regular rate of pay. All work performed on Holidays shell he paid at double the regular rate of pay. PLEASE NOTE; EFFECTIVE JUNE 9, 1996, THE PAYMENT OY OVERTIME RATES IB NOT REQUIRED FOR THE FIRST TWO HOURS IN EICLSS OF EIGHT HOURS PER DAY, MONDAi THROUGH FRIDAY, UNDER THE CONDITIONS STIPULATED IN WAC 296-127-072. RILIDAYS: New Year's Day, Memorial Day, Fourth of July, Labor Day, Presidential Election Day, Thanksgiving Day, the day after Thanksgiving Day and Christmas Day. L— L_ � rr PREVAILING WAGE RATES FOR OPERATING ENGINEERS TERRITORY COVERED: RING COUNTY. FRINGE BENEFITS EFFECTIVE DATES 6/1/90 0131190 Health 6 Welfare 2.43 2.45 Pension 2.00 2.00 Training 4•71 n 71 {0.l0 Vacation Benefit included in base rage. OVERTIME: All work performed in excess of 6 ^ours per day or 40 hours per weak, Moncay through Friday, and all work performed on Saturdays, (except when worked as a make-up day if work is lost due to weather Conditions) , shall be paid at one and one-half times the regular rate of pay. All work performed on surdays and Holidays shall be paid at double the regular rate of pay. nZw NOTE; EFFECTIVE JUNE 9, 1966, TEE PAYM-_NT OF OVERTIME RATES IB NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER CONDITIONS STIPULATED IN WA: 296-127-"2. SOLIDAY03 New Year's Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Friday and Saturday after Thanksgiving Day and Christmas Day(6) . t I I JI _J EYYCCTIVE DATCs 6/6/90 1/21/90 GAODP IA 20.25 20.25 Crane 100 tons i over or 200' of boom including jib and over Loader a yards i over overhead, bridge type Crane, 100 tons i ter shovels and attachments, 6 yards i over Tower Crane GROUP 1 19.75 19.75 Cablevays Cranes is tons through 99 tons or 1501 of boom including jib Darricks, Building Loader, Overhead 6 yards up to a yards Mucking Machine, Mole, Tunnel Drill and/or sbiald Overhead, Bridge Type Crane, 65 tons through 99 tons Quad 9, EDtl, D10 Ramat@ Control Operator on rub, : tired earth moving equipment Rollagon Scrapers, self-propelled 65 yards i over shovels, backhoes over 3 yards to 6 yards slipform Pavers Transporters, all track or truck type DROOP CI 19.31 19.31 Bump Cutter Chipper Concrete Batch Plant Operator Cranes 20 tons through 46 tons Crushers Drilling Machine Finishing Machine Loaders, Overhead under 6 yards Locomotive, all Mechaaieu, all; (welder) Leads" 30 cents over Mechanic Mixers, Asphalt Plant Motor Patrol Graders, Finishing Overhead, Bridge Type Crane 20 tons through 66 tons Curb Extruder Piledriver Plant Loader (Rsphalt) Pump Truck Mounted Couerste pump with boot attachment Rota-Mill Pavuent Profilor scrapers, Self-propelled under 65 yards acreed Man Shovels, Backhoss 3 yards and under J EFFECTIVE DATER 6/6/90 •/11/90 QgQyP II COM"'D 19.31 19.31 Eubgrader Trimmer Tractors, Baokboe over 60 H.P. To To Dozer GROUP III 12.95 15.95 A-frame crane Over 10 tons selt Loaders - Elevating Typ• Concrete Pumps Conveyors Cranes through 19 tons Dozers D-9 6 under, TO To Papdoser Equipment Service Eay:neer (oiler) Fork iift■ Scioto, Air Tuggers, Strato Tower Bucket elevators 6 deck wincbes Hydralifts/Boom Trucks over 10 tons Motor Patrol Grader - nonfibishibg oiler Driver on Truck Crane■ Roller, Plant Mix or Multi-lift materials; compactor Saws, concrete scrapers - Ca1ry all Scrapers, Concrete Spreaders, Slaw Knox, CSdarapids, Jaeger, Flaherty or similar types Tractors, Backhoe 60 H.Y. and under Trenching Machines GROUP IV 16.85 16.85 A-Frame Cranes 30 ton] and under Assistant Engineer (oiler) Bobcat Brooms Compressor Gradacbecker and Stakeman Hydralifts/Boos Trucks, 10 tons and under Oil Distributors, Blower Distribution 6 mulch seeding operat"r Pavement Breaker Permanent shaft-typo elevator and Manlift Postbols Digger, mechanical Power Plant PURPS, water Roller, other than plant mi: shotorste Gumite Operator Wheel Tractors, Farmall type 6/6/90 8/31/90 L_ L� A �s .r■ r ,�^e-ir^a :. :,w•� �w ws • cawr�u�. L - r (56'9L) (S9'9T) 'III dnoz0 ;o wsws •hew wqg ao DrrwQ rbw3auzrd• S SO'LS SSO'LT 409 93noq OOOT l"K 9S'ST gT'91 %09 rinoq 0001 ;zwK T L'►L LL'►T %SL rznoq 0001 :Mm S 9L'CT SW ET iO4 wsnoq OOOT 4zos LE'LL LE'LT %S9 rinoq OOOT iawK LE'TL GC ST i09 ■inoq 000'T-TOS L►'OT L►'OT 1SS wsnoq Jos IST -J F- PREVAILING WAGE RATES F R TEANSTERS TERRITORY COVERED: KING COUNTY. WAGE RATES EFFECTIVE DATER CLABBIFICATIONS 5/28190 _ _81f1/90 A-Frame or Bydralift trucks 18.66 19.06 or similar equipment when A-Frame or Nydralift or similar equipment is in use Buggymobile 16.35 18.75 Bulk Cement Tanker 18.51 18.91 Bull Lifte, or similar equip- ment used in loading or unloading trucks, transporting materials on job sites: Warehousing 18.10 16.58 Other than Warehousing 18.53 18.93 Bub Or Nanhaul ia.18 18.58 Dumpsters and similar equipment: Tournorockers, Twanowagon. ToUrnotrailer, Cat DW Series, Terra Cobra, LeTourneau, Westinghouse, Athey Wagon, Euclid, Two and F,,ur-Wheeled Power Tractor with Trailer and similar Top Loading equipment transporting material and performing work in Teamster jurisdiction. Dump Truckr, Bide, End and Bottom Dump including Semi-Trucks and Trains or combinations thereof: Up to and including 5 Yards 19.08 18.48 Over 5 Yards - 12 Yards 18.30 18.70 Over 12 Yards - 16 Yards 18. 46 19.11 Over 16 Yards - 20 Yards 18.51 19.16 Over 20 Yards - 30 Yards 18.68 18.69 OVer 30 Yards - 60 Yardr 18.84 19.49 Over 60 Yards - 55 Yards 19.00 19.00 (Fifteen cents ($.15) per hour increase for each 10 Yard iunrement over 55 Yards) Escort or Pilot Car 13.02 13.62 Explosive Truck (field mix) and similar equipment 18.40 18.80 Flatbed: Single Rear Axle 16.27 16.67 Dual Rear Axle 16.29 18.69 _J •a. s� am_ _:. IL �.:uri.• CLA80IFICATIONS 5198j 90 8/31/90 Grease Truck, Fuel Truck, Greaser, Battery Service Man and/or Tire Service Man 18.18 18.50 Hyster Operators (handling bulk loose aggregates) 18.35 18.75 Leverman and Loaders at bunkers and batch plants 18.Oe 10.68 Lovbed and Heavy Duty Trailer: Under SO Ton Grose 18.60 16.80 Over 50 Ton Orono - 100 Ton 18.60 19.08 Over 100 ton Gross 18.96 19.26 Mechanic 18.52 1a.92 Mechanic Helper 17.93 18.33 Uil/Transport Tanker 15.69 16.29 Pickup Sweeper 16.27 15.67 Pickup Truck 16.27 16.67 Road Oil Distributor 18.51 10.91 Scissor Truck 18.18 18.58 Slurry Truck 19.60 18.80 Sno-go and s:i�ilar equipment 18.60 18.80 Spreader, Flaherty 18.51 18.91 Straddle Carrier (Ross, Hyster and similar equipment) 18.35 16.75 Svampars 18.08 18.48 Team Driver 18.13 18.33 Tractor, small rubber-tired (when used within Teams,er jurisdiction) 18.18 18.59 Transit-mix used exclusively in heavy construction: 0 - 6 1/2 Yards 18.39 18.79 6 1/2 Yards - 6 Yards 18.56 18.96 6 Yards - 8 Yards 18.72 19.12 8 Yards - 10 Yards 18.88 19.28 10 Yards - 12 Yards 12.05 19.65 12 Yards - 16 Yards 19.21 19.61 16 Yards - 20 Yards 19.37 19.77 Over 20 Yards 19.53 19.93 NOTE: All types of trucks or equipment used to haul Portland Cement ready-mix shall be governed by the transit-mix scales. vacuum Truck 18.18 18.58 Warehousemen and Checkers 18.06 18.68 Water Wagon and -auk Truck: Up to 1600 Gallons 19.18 18.58 i600 - 3000 Gallons 18.35 18.75 Over 3000 Gallons 18.51 18.91 Winch Truck: Single Rear Axle 18.18 18.58 Dual Rear Axle 18.40 10.00 Wrecker, Tow Truck and similar equipment 18.18 19.50 J r r eec 1 xe1e�' +asemel� isam� :r:_ _ _ .O! VOT •'If F$ING6 SCNEYIT@ EFFECTIVE DATES 5/28!9Q_ 8/31/90 Health and Welfare 1.89 1.89 Pension 2,09 2.00 1.89 1.89 OVERTIMZ: All hours worked in excess of 8 hours per wy or 40 hours per week, Monday through Friday, and all hours worked on Saturdays (except when worked as a make up day if work is lost due to weather conditions) *ball be paid at one and one-half times the regular rate of pay. All hours worked on Sundays and Holidays shall be paid at double the regular rate of pay. PLEASE NOTE: EFFECTIVE TUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT ACQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER COND7-�INB STIPULATED IN WAC 29ti-127-022. HCLIDAYS: New Year's Day, Memorial Day, F ,f 'uiy, ' ,: ,r Day, Thanksgiviug Day, Friday and Saturday a^t , Tv>nkaal,i, , -1 d, and Christmas Day (a) . l� PART 2 CONTRACT FARMS J J I SE22077A NOTICE OF AWARD To: KING CONSTRUCTION COMPANY INC. 13313h - 8TB ST. E. - SUMNER, WA 98390 . . PROJECT Description: WEST KENNYDALE SANITARY SEWER INTERCEPTOR The OWNER has considered the PROPOSAL submitted by you for the above described WORK in response to its INVITATION TO BID dated June 20 , 19yQ_, and the INSTRUCTIONS TO BIDDERS. You are hereby notified that your PROPOSAL has been accepted in the amount of $ 253,924.74 including Owner Selected Equipment. You are required by the. INSTRUCTIONS TO BIDDERS and PROPOSAL to execute the CONTRACT and furnish the required CONTRACTOR'S Performance BOND, Payment BOND, and certificates of insurance within ten (10) calendar days from the date of this Notice to you. If you fail to execute said CONTRACT and to furnish said BOND£ - within ten (10) days from the date of this Notice, said OWNER will be entitled to consider all your rights arising out of the OWNER'S acceptance of your PROPOSAL as abandoned and as a forfeiture of your BID BOND. The OWNER will be entitled to such other rights as may be granted by law. You are required to return an acknowledged copy of this NOTICE OF AWARD to the OWNER. -- Dated this 17th day of July 19 90 - CITY OF RENTON Owner _. By Michael A. Benoit Title Project Manager .. SEA22077.B3 .TUNE 1990 00480 1 NOTICE OF AWARD ( i 4•. Olin I NOTtCt Tp ►RGC F:Fb to: . fRpKt: AIOiR ■0. OORIYCf. rp,..heresy nva:�d m mmm.,e.woN K N.o�afw�o�..+a,w c«+vvet a.ad ice_,an or oefas li__. d You rs to otrrplge Ne WORK MUin ii_nrt♦p'dwe dttW ntrwfbr.TM OM of Wl"PWion of N tr I WOR K Ie drPon . rrr truly Town CLAIM HILL. INC. wA. " Rely[of this NOTICE TO PR0CE1D Y hrWV wkna WdW Thk dr__dey of ,IS_. CONTRACTOR Trru: ►an din e,d rwtor tYrs OMF of tlMr Node a,halved Aoki w e i SE22077A CONTRACT This Contract, made and entered into this 2.rjt day of _ 19_�&_, by and between the City of Renton, Washington, a mun c .Pal corporation, hereinafter called the owner", and Sharon M. Holt of King Construction company, Inc. hereinafter called the 'Contractor"; WITNESSETH: The Contractor, 'a consideration of the sum to be paid him by the Owner and of the covenants and agreements herein contained, hereby agrees at his own proper cost and expense to do all the work and furnish all the materials, tools, labor, and all appliances, machinery, and appurtenances for West Kennydale Sewer Extension to the extent of the Proposal made by the Contractor, dated the �,_ day of i.ZKie[�r 19�, all in full compliance with the Contract DOC= nts referred to herein. The BIDDING REO REPENTS, including the signed copy of the Proposal, the CONTRACT FORMS, the CONDITIONS OF THE CONTRACT, the _ SPECIFICATIONS, and the DRAWINGS, which consist of 7 sheets entitled 'WEST KENM;LLE SEWER EXTENSION,' dated June 1990, are hereby referred to and by reference made a part of this Contract as fully and completely as if the same were fully set forth herein and art mutually cooperative therewith. In consideration of the performance of the work as set forth in these Contract Documents, the Owner agrees to pay to the Contractor the amount bid in the Proposal as adjusted in accordance with ':he in _ Contrsuch paymentzmintLheomaaanr and r as ,atethertimesrproaided and in tt�oemake Contract Documents. The Contractor agrees to complete the ucvk within the time specified herein and to accept as -Null payment hereunder the amounts computed as determined by the Contract Documents and based on the said Proposal. The Contractor agrees to remedy all defects appearing in the work or developing in the materials furnished and the workmans afterhipdperf`rmed _ under this Contract durijg the warranty period further agrees to final acceptance of the work by the Owner, indemnify and save the owner harmless from any costs encountered in remedying such defects. JUNE '.990 SEA22077.B3 I CONTRACT 00500 J SE22077A The total amount of this Contract is the sum of Two Hundred Fift^-Three Thousand Nine Hundred Twenty-Four and 74/168 7Si.944.74) which includes Washington State Sales Tar. It is agreed that the Contract, ',aged upon the Proposal, shall be fully :omplete w in sixty tear consecutive calendar days from the date the Notice . Prooead is issued. In the event that the Contractor shall fail to complete the work within the time limit or the extended time limit agreed upon, as more particularly set forth iu the Contract Documents, liquidated damages shall be paid at the rate of $210 per day. Sundays and legal holidays shall be included in determining days in default. IN WITNESS WHEREOF, we, the parties hereto, each herewith subscribe the same this `/0 day of Qfd45Lr A.D., 19 tic. - CONTRACTOR C OF RENTON 7 p�� Pres den /P tner Owner y ) ATTEST: Sscre City Clark I d /a Firm Name Individual_ Partnership_ Corporation! A f�' s .�,�w� Corporation its, of Incorporation APPROVM#LS TO FORM City Attorney -- 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 ij 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. I SEA22077.H3 JUNE 1990 00500 2 CONTRACT L_ _1 u - - SE220i7A 1 usiness is a PARTNERSHIP, full Mare of each partner rhould be - .._ed followed by d/b/a (doing business as) and .irm or trade name; any one partner may sign the contract. If business is an INDMDUAL PROPRIETORSHIP, the name of the owner should appear followed by d/b/a and name of the company. SEA22077.b3 0050C - 7t7NE 1990 3 CONTRACT L.� J I F ANN ItfME Wn(NMDOrvVI A00M CERnRCr4TE OF INSURANCE PIl00e: (206) 457 J'`: , THIS CU' .JAIT IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS 1 NO RIGH IB UPON THE CERTIFICATE HOLDEIL THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED EY THE POI ICIEE BELOW � BEESUN CO`•iPANY 1 Post Office Box 84137 COMPANIES AFFORDING COVERAGE Seattle, Washington 99124 DOMPANr '(ORLI PACIFIC [GSURA•ICE CO[dP '!AN LETTER A E'CQ WCW[ COMPANY EIEIIAm LETTE" 1] KING CONSTRUCTION C061PANY, INC. LEOWNANY C 13313 112 Eichth East GOMPAN, Sumer, Wasn3noton 91,1390 LEIIIN O COMPANY E LErrEN GOVERAM THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INS,-ED NAMED ABOVE FCR f POLICY IN-RIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TFRM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPL.1 TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REJUCED BY PAID CLAIMS W TV"OF MMMAMQ WDUwV MW R PDIICY EPRCTVE PDUCY EXPMAT. ALL LIMITS FLLN4MUB TN wnDMVDwrrl wnIMMNNvrI I NIMIM.LLYYTY GENERAL AGGPEGATE F A % COAMERCIAL GENERAL LIABILITY APC I12 57 lli 64/03/9J 04/01/91 PlgouCTUCOMPIPS AGGREGAIT E 2,000, 11 Aims MAOF % OCC.. PEPSONAL A ADWAI.iAAG W.l URY E 11000. % GN.,RSA.;oNIPA.loP3PRol VAC.GOOL +ENCE s 1,1)0(), FIRE DAMAGF IMr W•uH t DJ. A'NSH STOP CAP MEDIAL E.NVANS Al wN 1-1 t 5, AUTDMONLE LIABILITY COMBINED I-AUTO LIMIT E E 1,000, ALL OLMEU AUTOS BODILY N unv s s,;HFouLEO Auros IPM PH.PNI A % HIRED AmLS JPC U2 57 10 04/Jl/% 04/0l/91 Boone % NOW OWNED Aulos 1NJUP- s.P..n GANAGE LIABILITY NNCHINIV AVE,3LMMLIM1 EACH AGGREwrE OCCUPPENLE P t OTHER THAN U4BPFLLA FpM NOTE - THE ATTACHED ADDITIONAL I4SUREIi STATUTORY WOMEN S COMPENSATION ENDORSEMENT (FUR?. CG 20101165) APPLIES t TEACH ACCIDE" ANO TO THE PROJr CT UESCRIdEO BELOW FDR THE t IWMASE-POL"UNIT) EMPLOYERS U.MLN1 CERTIFICATE HOLDER. E IDIBEANT EACN EMPLOYEE DESCWPTgN DF oPERP.No48,LOCA..'1DMEnEMRlu11[eTMC1WYMFE4ML RIME NEST KE4Nt DALE trJTEHCEP(OR S-374 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE CITY (t RLNTUN EXIAIMi DATE THEREOF. THE ISSUING COMPANY WILL Fii VOR TO PUBLIC W)RKS DEPART TENT MAIL —DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 200 MIL. AVENUE SOUTH LEFT BUT FAILUILUREE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR N�TANN, WASHINGTON 96U55 ---- - - -_�` DUPONCr.Ir o CORo COP, n oRAoxE u tBFe,i Sr S� R M'� POLICY t• 'ABER 2 57 10 COMMERCIAL GENERAL LIABILITY AEE LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement maiifles insurance pro%Jed under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. AUTOr10SILE LIABILITY OVERAGE F"u ICHEDULE Nam of Portion or Or"nizftlon: SEE LISTING BELOW (If no entry appears above,information required to complete this endorsemert will be shown in the Declara. tions as applicable to i'd- endorsement.) WHO IS AN INSURED(Saco...IO is amended to include as an insured the person or organization shown _. In thn Schedule,but only with respect to liability arising out of"your work"for that Insured by or for you. CITY OF RENTON PUBLIC WORKS DEPARTMENT 2UU MILL AVENUE SOUTH tl RENTON, WASHINGTON 98055 j � J CG 20 10 11 85 Copyright, Insuranze Services Office. Inc.. 19M ❑ I Bond No. 400HV 7560 i BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned KING CONSTRUCTION COMPANY, 14C. 133131 8t.h East Sumner, Wa 98390 _ as pTlpal, an - ANY corporation organized and existing under the laws or the 5tsto of as a surety corporation, and Qualified under the laws o the a State of WashITq---o`hto become surety upon bonds 1,ofAcontractors with murlchlpa; corporations, as surety are Jointly and sev �f�E yTl�':}:)Sa�QdNf�� �n�PPOd T�Pn#yeF� Y7%1 Wton in the penal sum of Two HunUrpd Fifty S r e paYYment of which sun on demand we bind our- s@ ves and our successors, haIrso administrators o- personal representatives, as ti,e case may be. This obligation Is entered Into In pursuance of the statutes of the State of Washlr,g- tin, the Ordinance of the City of Renton. '"(AuP*4 sr Dated atSEATTLE, WA Washington, this , Z'& day of 4kk 1990 Nevertheless, the conditions of the above obl!g.tion are such that: _. i WHEREAS, under and pursuant to Ordinancc %or desolut!on) No. 2295 Providing for - WEST KEN14YDALE INTERCEPTOR S-374 (which contract s referred to herein and is made a part hereof as though attachergerito), and _ 4dEREAS, the said principal has accepted, or Is about to accept, the said contract, and undertake to oerform the work therein provided for in the manner and withl;, the time -- set forth; NOW, THEREFORE, If the sold KING CONSTRUCTION COMP^.NY, INC. _ shall faithfully perform alI of the provisions of sold contrast In the manner and within the time therein set forth, or within such extension; of time as may be granted under ... said contract, and shall pay all laborers, mechanics, subcontractors and materlalmen, and all persons who shell supply said principal or subcontractors with provisions and supplies for the carrying on of said work, and shall ',old said City of Renton harmless from any loss or damage occasioned to any person or property by reason of any care-lessness or negligence on the part of sold prtnel;al, or any subcontractor In the Per-formance of said work, and shall Indemnify and hold the City of Renton harmless from any damage or expense by reason of failure of performance a; 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 ac-.sptance thereof by the City of Renton, then and In that event this obligation shall be ve, d; but other- wise It shall be and remain In full fore@ and affect. KING CONSTRUCTION COMPANY, INC. _ T U IAN IN.5URANCE COMPANY Joo C. Beeson, Attorney-in-Fact Revised: 8/16/83 I 1 -��i ST.PAUL GUARDIAN INSURANCE COMPANY CkxTIFR'ATE OF AWN M5 waskinglon Simi,St.Paul,MinaesoYa 55102 AUTHORITY NO. Fa verifiationof tls-rMn,euy of,h°Power.f AttoraY you mgy telephoner mll tree I g0111-IN-2119and ask for ^ the Power or Ananry Clerk.Please refer to the Cmdt ere M Amhonp No.ark tM caned mdotduagsl GENERAL POWER OF ATTORNEY-CERTIFIED COPY (Original on File at Home Office of Company.See Certification.) RNOR'ALL MEN BY THESE PRESENTS:That St.PHI Gaaealea lasanan I,'orat anorpwauo.mistrusted..it s I.,under the awa of the Aat,of Minnesota.Nang its Principal offcee m tire City of St.Paul.Mimx•ma,dux•hefeb,oonunute and repoinr'. .. JOhn C. Beeson, Peter D. Beeson, Carol L. Bernard, Charles F. Bugger ., Mark M. Wilson, :ndividuelly, Seettle, Washington - iu tm eand lawful aline tests)in-fact o -ice,teal and deliver for nd on its behalf as surety.any and all bow s and undenakinP.recogmnmss.co..rags of indemnity end oche,wminp obfgamr,in the neaten thereof,-loch are a may he allowed,resumed or orrmnted by l+w,star.,,.ink,regular..convaa or mheewue, NOT TO EXCEL? IV PENALTY THE SlM OF TEN MILLION ($10,000,000) EACH i . and the execution of all such in st runnel in pursuance of,hese preRnu,shall be as funding u ^ empty.to all interns and Purpose.,as if the came had firer.it.], pun said M.Pal Games I....CarMaN as fully and executed and acknowledged by-11 regularly Nat dofficer,a,Its ponnpal office.no Po-er of A.orn..is executed,awn v he ce...(led to and may he nuked,cur d by aaho )of Article V,Snuon NC1.or the By Laws adopted by the Board of Ditecto-1 ST GC ARDIAN INSURANCE COMPANY at-mect gcalkd and held on the ARh day of September,PAID.which the following ls,true transcript of said Section 6tC) 'The Pnaitkm or+ny Vise President,Assutri n Vice Puodem.Sccreaul or ROWrnt Saeaeq shah base power and authority 0) To appmm Auorneyrmfact.and to authorize them to execute on behalf of the Company,and—each the Seal city,Comp rm,thaao, _. bo d.and undtttakng rec.gn nlncts f„kemnhy and Other writings ublinuors in the nature thereof,and 121 T. um t spec r o car -1 i f t h are her by archaized m certify to copies,of am MwenoUanoray issued in pursuance of this sat did Yo , a-uc tof onr C' mpam.ark f31 To remove.-t any same,any+aM1 AuorneY or factor Special Anoray-tmfacund resoke,h,awholny given M1iml' Further,s wa of Attorney is ngned+nd utled by renimile pursuant to asolutlon of the Board of Directors of said Company adopubl at a mining duly called a.. d on the 21rd day of September.1981,of which the folio-mg n a true excerpt'Now therefore the signature,M such off.cei and fa 1 of the(..,Pa.,may be i fflted to any. h°owes of gloor ne, n)a,dl-ate relating ,hereo by fis mile .d-,or such power of attorney Or cero ficau hearing g such facsimile Ignnur C n o firs"Pull seal M 11 h lid aria binding por tire ompenY and any each gtwer-executed+d t I •!scampir w�naturn and faatmilr sal shall be xalid and binding upon the Company or be turn,,with,,,pert to any bond or.ndenaWry tow nauachedJ _. OY risk I4S IN TEST IMON)'w'HE FLOW,M.hNGa+rYr lareaaaetarpay has caused this insuumen instrument be sign,d n and its corporate eat pb ....... 4y mbe affuN by ns authoriaN officeq,M1n tat day of pecernMr.A.D.19gy. atYowrop�.+ mi A STATE OF MINNESOTAST GUARDIAN INSURANCE COMPANY') •Tr' �-SF AL+oec County of Ramsey ssvk�President 01 9th dry of Mayy .19 B9 before me came the individual who naysetl the DsaMinp imvument.to me,he a known,and,brig a me duly sworn.te S that he/she is the thnon Ae,said and orate Sed offices S,. gnat Ga+Natr y aaed by order of fly, therealaflned MOfou Comp is the Coryorue Snl or said C'ompm;,Sat the said Corporate Sral and his/hert tore were A.I affixed by ads of the t Bwrd of IRrar+rs of cad Company. p^+ Y a -� 1AL J IN TESTIMONY WHEREO`Iluve hereunt..1 my hand and affixed icy Official Seal+II y of S,.Paul,Mmnews, see try RRII P ark year first above wnnen. �. Mall C fClvj,4 Pe MAR\('.STEMPER,Naery Public Ramsay County.Mry 1 My Cnynmution ExPiren Nmember L IIND CERTIFICATION J I,the imejee!/ ed office of M.Paut GreaeNea Iarnase Corggin,dh b> ot,,Itat IM1mo compared the foregou,IM ppy of the Power of At,orne))apt alOdevit,attOsMcopy oftMSatknorthe BYd.awsor saidCmmpan,a of tM1 nsad Power of Avane nhthe ORIGIN ALIONFILLINTNEHOME OFFICE OF SAID COMPANY,and nal the same are correct touo rope sham,,and of.he whole of the sale onpnah.and that the said Power or Allot not has 1 not been•avokN and o now of full force and etfecl. IN TESTIMONY WHEREOF.I base hereunto.,my hind thn a14 A.I 7 i .f Jul � dear Y 19 90 Se,ataq (Mlya tifiM copy of Poxaof AnoraY h,+nngshe Cerufica¢ ;4uth.riry N. is monlmadon,heupPn •h,-,urns binding.Pha-xopt., carbon J captnor olhe:rcprodttgiona of thix docnmm:arc insatk ann nor hooding upon fir(' Pat ANY INSTRIMENT ISSGED IN F.XCFSS OFTNE PENALTY AMOLTii STATEDAR k.ISTOTALLY VOIDANDWUHOUt ANYVALIDITY. 99116 Rev.8d8 FyeRed In U.S.A. � e ","+idyl a- v 3� JaYaa h// lY a I rrMr•arrlrrrlrarrrrTFarrrar�_{ }�l�i�1�1�1LLIL(}►►itY►►r►!!►lliillHl�aLI,►Y►►YYIiYY !! YY Yr PRINT KEY FROM -11 BY USER-FISH 00/02/90 16:04 !► '� lYYYN►Yl1YlHlaria!YYY►INYYYYYHN►Y►►YN►M►►►1N►YYM►UYYNIa•YI►YN►►l►►YY1 ° CROCSI DEPARTMENT OF I ARMR AND INDUSTRIES - Rbf SIS CR IS CONTRACTOR INFORMATION INQUIRY I^r ' LICENSE NUMBER KINGCCI137J3 STATUS ACTIVE CfINT ACTn _TyPE_SnNST CnNT CONTPACTOR NAME KING CONSTRUCTION CO INC PARENT COMPANY SEARCH NAME KINQ rnmqTgurm ADDRESS LINE 1 4734 S W 312TH RD ADDRESS LINE 2 LTTY.9TATF.71P FFnFRAI WAY WA 9RODn TELEPHONE (509) 932-7855 COUNTY KING I EXPIRATION DATE 04/01/91 GRANDFATHER CODE N/A SUSPENDED DAME 00/00/00 SPECIALTY CODE 1 GENERAL RTRTN ❑ATE 2 lMllcFn _ M OF TYPE dHANGES 0 OPTION 00 THIS IS ACCEPTED IN LIEU OF AND PENDING SUBMITTAL OF COPY OF ACTUAL STATE CONTRACTOR'S LICENSE. LAWRENCE J.WARREN,CITY ATTORNEY I, J M, D -► CITY OF RENTON s k 1: �}• .; ;.?"� 200MILLAVEB s Business license. i ,1990 iEHTOP4 WA OBOGG s iM ' we ,rbrM llgrNuowpw I.ce d flnrr Q6rlmrt do*dly„d ft� dr oiMbeo�gM mow' 7 �.,v.' htv��a i dwmerm..Uo mwkw.ram0,va". aWWcMcoar.aawor.ar.taw S?" , "C a-rmmprbr�pple�lmmlr Mwrr aM/Iarw7wwclw.VarNY brwr We�dEUYr Y -i^ ems{` LICENSE p603 L ,t It:` 133134 8TH ST E z KING CONSTRUCTION COMPANY +,� c'.�'• �' s - ;q r ij+ SU91ER WA' 98390 13313y 8TH ST E s• :SUINER 98390 JUL 2 0 1990 CI I Y OF REN i ON PUBLIC WORKS CUSTOMER SERVICES i � LL L� - I I I FART 3 CONDITIONS OF THE CONTRACT J J GENERAL CONDITIONS CONTENTS Article Page Article Page DEFINITIONS ........................ . THE CONTRACTOR AND HIS EMPLOYEES ... 7 1. AS APPROVED .................... 1 32. CONTRACTOR, AN INDEPENDENT 2. AS SHOWN, AND AS INDICATED ..... 1 AGENT ........................ 7 3. BIDDER 1 33. SUBCONTRACTING ................. 7 4, CONIRA. . DOCUMENTS ............. 1 34. INSURANCE AND LIABILITY ........ 7 5. CONTRACTOR ..................... 1 A. GENERAL ................... 7 6. CONTRACT COMPLETION 1 B. CONTRACTOR AND SUBCON- 7. DAYS ........................... 1 TRACTOR INSURANCE ....... 8 8. DRAWINGS I C. COMPENSATION AND EMFLOYER'S 9. ENGINEER ....................... I LIABILITY INSURANCE ..... 8 10. NOTICE ......................... 1 D. GENERAL I7ABILITY INSURANCE 11. OR EQUAL ....................... 2 (INCL'I:DIIC AUTOMOBILE) .. 8 12. OWNER .......................... 2 E. BUILDERS RISK ALL RISK 13. PLANS .......................... 2 INSURANCE ..... ......... 8 14. SPECIFICATIONS ................ 2 F. NO PERSONAL LIABILITY OF 15. NOTICE TO PROCEED .............. 2 PUBLIC OFFICIALS ........ 9 15. SUBSTANTIAL COMPLETION ......... 2 35. INDEMNITY .......... ............ 9 17. WORK ........................... 2 36. EXCLUSION OF CONTRACTOR CLAIMS . 9 37. TAXES AND CHARGES .............. 9 CONTRACT DOCUMENTS 1 38. REQUIREMENTS OF STAT? LAW FOR -- PUBLIC WORKS PROJE:TS ........ 9 18. INTENT OF CONTRACT DOCUMENTS ... 3 39. CODES, ORDINANCES, PERMITS, AND 19. Di SCREP.NCIES AND OMISSIONS .... 3 LICENSES ..................... 9 20. CHANGES 'N THE WORK ............ 3 40. SUPERINTENDENCE ................ 10 21. EXAMINATION AND VEWIFICATION OF 4). RECEPTION OF ENCINEER'S CONTRACT DOCUMENTS ........... 4 COMMUNICATIONS ............... 10 22. DOCUMENTS TO BE KEPT ON THE 42. SAFETY ............ 10 JOBSITE....................... 4 43. PROTECTION OF WORK AND PROP- 23. ADDITIONAL CONTRACT DOCUMENTS .. 4 ERTY 11 24. OWNERSHIP OF CONTRACT DOCU- 44. RESPONSIBILITY OF CONTRACTOR MENTS...... 4 TO ACT IN EMERGENCY .......... 11 45. MATERIALS AND APPLIANCES ....... 11 THE ENGINEER .......... 4 46. CONTRACTORS' AND MANUFACTURERS' COMPLIANCE WITH STATE SAFETY, 25. AUTHORITY OF THE ENGINEER ...... 4 OSHA, AND OTHER CODE 26. DUTIES AND RESPONSIBILITIES OF REQUIREMENTS ....... 11 THE ENGINEER 4 47. SUBSTITUTION OF MATERIALS ...... 12 27, LIMITATTONS ON ENGINEER'S 48. TESTS, SAMPLES, AND OBSERVA- RESPONSIBI'STISS ............ 5 TIONS ........................ 12 28. REJECTED WORK 5 49. ROYALTIES AND PATENTS .......... 12 29. LINES AND GRADES 6 50. CONTRACTOR'S RIGHT 10 TERMINATE 30. SUBMITTALS ..................... 6 CONTRACT 12 31. DETAIL DRAWINGS AND 51. CORRECTION OF DEFEITIVE WORK INSTRUCTIONS 7 DURING WAITANTY PERIOD ....... 13 'AN 1988 i CENERA_. CONDITIONS I Article Page Article page PROGRESS OF THE WORK ............... 13 PAYMENT ......................... 17 52. BEGINNING OF THE WORK .......... 13 68. PAYMENT FOR CHANCE ORDERS ...... 17 53. SCHEDULES AND PROGRESS REPORTS . 13 A. UNIT PRICES ............... 18 54. PROSECUTION OF THE WORK ........ 14 B. LUMP SUK 18 55. OWNER'S RICHT TO RETAIN C. COST REIMBURSEMENT WORK ... 18 IMPERFECT WORK ............... 14 69. PARTIAL PAYMENTS ............... 19 56. OWNER'S RIGHT TO DO WORK ....... 14 A. GENERAL ................... 19 57. OWNER'S RIGHT TO TRANSFER B. ESTIMATE .................. 20 EMPLOYMENT ................... 14 C. DEDUCTION FROM ESTIMATE ... 20 58. DELAYS AND EXTENSION OF :IME ... 15 D. QUALIFIC,ATION FOR PARTIAL. 59. DIFFERING SITE CONDITIONS ...... 15 PAYMENT FOR MATERIALS 60. LIQUIDATED DAMAGES ............. 16 DELIVERED ............... 20 61. OTHER CONTRACTS ................ 16 E. PAYMENT .................... 21 62. USE OF PREMISES 16 70. CLAIMS FOR EXTRA WORK .......... 21 63. SUBSTANTIAL COMPLETION DATE .... 17 71. RELEASE OF LIENS OR CLAIMS ..... 22 64. PERFORMANCE 'TESTING ............ 17 72. FINAL PAYMENT .................. 22 65. OWNER'S USE OF PORTIONS OF T4E 73. NO WAIVER OF RIGHTS ............ 22 WORK ......................... 17 74. ACCEPTANCE OF FINAL PAYMENT CUTTING AND PATCHING ........... 17 CONSTITUTES RELEASE .......... 22 67. CLEANIWC UP ........... ........ 17 LAN 1488 ii GENERAL CONDIT.iONS GENERAL CONDITIONS This section of the Contract Documents 6. CONTRACT COMPLETION is preprinted. Any modifications to rhp following Articles required for •^is The "Contract Completion" is the date project are made in the Supplementary the Owner accapts the entire work as Conditions. being in compliance with the Contract Doruments, or formally waives DEFINITIONS nonconforming work to the extent of nonconformity, and issues the final Wherever in the Contract Documents the payment in accordance with the following terms are used, the intent and requirements set forth in Article, meaning shall be interpreted as follows: "Final Payment" of these Genera'. Conditions. 1. AS APPROVED 7. DAYS The aords "as approved", unless otherwise qualified, shall be under id Unless otherwise specifically stated, to be followed by the words "by the the term "days" will be understood to Engineer for conformance with the mean calendar days. Business day or Contract Document". working day means any day other than Saturday, Sunday, or legal holiday. T. AS SHOWN, AND AS INDICATED 8. DRAWINGS The words "as shown" and "as indicated" shall be understood to be followed by The term "Drawings" refers to the the words "on the Drawings". official Drawings. profiles, cross sections, elevations, data Is, and other 3. BIDDER working drawings and supplementary drawings, or reproductions thereof, The person or persons, partnership, signed by the Engineer, whirn show the firm, or corporation submitting a location, character, dimensions, a-d Proposal for the work contemplated. details of the work to be perform . Drawings may either he bound in the same 4. CONTRACT DOCUMENTS boor as the balance of t. e Contract Documents or bound in separate sets, and Tl.e "Contract Documents" consist of the are a part or the Contract Documents, Bidding Requirements, Contract Forms, regardless of the method of binding. Conditions of the Contract, Specifications, Drawings, all 9. ENGINEER modifications thereof incorporated into the Documents before their execution, The person or organization identified as Change Orders, and all other such in the Contract Documents. The requirements incorporated by specific term "Engineer" means the Engineer or reference rhereto. These form the his authorized representctive. Contr^ t. 10. NOTICE CONTRACTOR The term "notice" or the requirement to The person or persons, partnership, notify, as used in the Contract firm, or corporation who tnrers into the Doruments or applicable state or federal Contract awarded him by r • Owner, statutes, shall signify a written communication delivered in person or by certified or registered nail to the 3AN 1988 I GENERAL CONDITIONS � _J individual, cr member of the firm, Engineer) fixing the date on which the or to an offi:er of the corporation for Contract time will commence to run and whom it is ie.endeu. Certified o on which the Contractor shall start to registered marl shall be addressed to perform his obligation under the the last businxss address knc+n to him Contract Documents. The Notice to who gives the notice. Proceed will be given within 30 days following execution of th Contract by 11. OR EQUAL the Owner. T.:e term "or equal" shall be understood 16. SUBSTANTIAL COMPLETION to indicate that the "equal" product is equivalent to or better than the product "Substantial completion" shall be that named in function, performance, degree of completion of the project or a reliability, quality, and general defined portion of the project, as configuration. Determination of evidenced by the Engineer's written equality in reference to the project notice of Substantial Completiuu, design requirements will be made by the sufficient to provide the Owner, at his Engineer. Such equal products shall not discretion, the full-time use of the be purchased or installed by the project or defined portion of the Contrc or without written project for the purposes for which it authorization. was intended. "Substantial Completion' of an operating facility shall be that 11. OWNER degree of completion that has provided a minimum of 7 continuous days of The person, organization, or public body successful, trouble-free, operation, idene find as such in the Contract whicn period shall begin after all Document,. performance and acceptance testing has been successfully demonstrated to tee 13. PLANS (See DRAWINGS) Engineer. All enuipment contained in the work, plus all other components 14. SPECIFICATIONS necessary to enable the Owner to operate the facility in the manner that was The term "Specific.,.ions" refers to intended, shall be complete on the those oortions of the Contract Documents substantial completion data. consisting of written technical descriptions of materiels. equipment, 17. WORK construction systems, standards, and workmanship as applied to the work and The word "work" within these Contract certain administrative details Documents shall include all material, applicable thereto. Where standard labor, tools, and all appliances, specifications, such as those of ASTM, machinery, transportation, and AASHT0, etc., have been referred te, the appurtenances necessary to perform and appl .able po•cions of such standard complete the Contract, and such specifications shall become a part of additional items not specifically these Contract Documents. If referenced indicated or described which can be specifications conflict with reasonably inferred as belonging to the specifications contained herein, the item described or indicated and as requiremeura contained herein shall required by T good Practice to provide e compl etx and set:afactary system or tructuee. As used herein, "provide"15. NOTICE TO PROCEED :hall be understood to mean "furnish and A written notice given oy the Owner to install, complete in-place". the Contractor (with a copy to the JAN 1988 2 GENERAL CONDITIONS i .a i L 1TRACT DOCUMENTS 19. DISCREPANCIES AND OMISSIONS 18. INTENT OF CONTRACT DOCUMENTS Any discrepancies or omissions found in the Contract Documents shall be reported The Contract Documents are to the Engineer immediately. The complementary, and what is called for by Engineer will clori'y discrepancies or one shall be as binding as if called for omissions, in writing, within a by all. The intent of the Documents is reasonable time. to describe a functionally complete project (or part thereof) to be In resolving inconsistencies among two constructed in accordance with the or more sections of the Contract Contract Documents. Any work, Documents, precedence shall be given in materi,'s, or equipment that may the following order: reasons. + be inferred from the Contract Documents as being required to produce A. CONTRACT the intended result shall be supplied B. PROPOSAL whether or not specifically called for. C. SUPPLEMENTARY CONDITIONS When words which have a well-known D. INVIIATION TO BID technical or trade mea,iing are used to B. INSTRUCTIONS TO BIDDERS describe work, material^, of equipment, F. GENERAL CONDITIONS such words shall be interpreted in C. SPECIFICATIONS accordance with that meaning. H. DRAWINGS Reference tc standard specifications, Acdenda shall take precedence over all manuals, or codes of any technical etctinns referenced therein. Figure society, organization or association, or dimensions on Drawings shall take to the taws or regulations of an} precedence over scale dimensions. governmental authority, whether such Detailed Drawings shall take precedence reference be specific by implication, over general Drawings. shall mean the latest standard specification, manual, codr or laws or 20. CHANCES IN THE WORK regulations in effect on the first published date of the Invitation to Bid, The Owner, without notice to the except as may be otherwise specifically Sureties and without invalidating the mated. However, no provision of any Contract, may order changes in the woa.. referee ..d standard specification, within the general scope of the Contract manual or care (whether or not by altering, adding to, or deducting specifically incorporated by reference from the work, the Contract being in the Contract Documents) shall be adjusted accordingly. All such work effective to change t' duties and shall be executed under the conditions responsibilities of :n+ner, Contractor, of the origins' Contract, except as or Engineer, or any of their specifically adjusted at the time of •insultants, agents, or employees from ordering such change. those set forth in the Con ract Documents, nor shall it be effective to In giving instructions, the Engineer may assign to Engineer, or any of Engineer's order minor changes in the work not consultants, agents, or employees, any involving extra cost and not duty or authority to supervise or direct inconsist.nt wish the purposes of the the furnishing or performance of the project, but otherwise, except in an work or any duty or authority to emergency endu,gering life or property, undertake responsibility contrary to the additions or deductions from the work provisions of Article LIMITATIONS ON shall be performed only in pursuance of ENGINEER'S RESPONSIBILITIES. an approved Change Order from the Owner, countersigned by the Engineer. JAN 1988 3 GENERAL CONDITIONS i I ' I J ri If the work is reduced by alterations, 24. OWNERSHIP OF CONTRACT DOCUMENTS such action shall not constitute a claim for damages based on loss of anticipated All portions of the Contract Documents, profits. and copies thereof furnished by the Engineer are instruments of service for 21. M41NATION AND VERIFICATION OF this. project. They are not to be used CONTRACT DOCUMENTS on otter work and are to be returned to the Engineer on request at the The Contractor shall thoroughly examine completion of the work. Any reuse of and becomc familiar with all of the these materials without specific written various parts of these Contract verification cr adaptation by the Documents and determine the nature and Engineer will be at the rick of the user location of the work, the general and and without liability or legal expense local conditions, and all other matters to the Engineer. Such user shall hold which can in any way affect the work the Engineer harmless from any and all under this Contract. Failure to make an damages, including reasonable attorneys' examination necessary fur this fees, from any and all claims arising determination shall not release the from any such re•ue. Any such Contractor from the obligations of this verifice ;on a adaptation shall Contract. No verbal agreement or entice the m,g.mer to further conversation with any officer, agent, or compecsation at rates to be agreed upon employee of the Curer, or with the by the user and the Engineer. Engineer either before or after the execution of this Contract, shall affect THE ENGINEER or modify any of the terms or obligations herein contained. 25. AUTHORITY OF THE ENGINEER 22. DOCUMENTS TO BE KEPT ON THE JOBSITE The Engineer will be the Owner's representative during the construction The Contractor shall keep one copy of period. His authority and the Contract Documents on the jobsite, responsibility will be limited to the in good order, available to the Engineer provisions set forth in these Contract and to his representatives. Documents. The Engineer will have the authority to reject work which does not The Contractor shall maintain on a daily conform to the Contract Documents. basis at the jobsite, and make available hcwever, neither the Engineer's to the Engineer on request, one current authority to act under this provision, record set of the Drawings which have nor any decision made by him in good been accurately marked to indicate all faith either to exercise or not to modifications in the completed work that exercise such authority. shall give rise differ from the design information shown to any duty or responsibility of the on the Drawings. Upon substantial Engineer to the Contractor, any completion of the work, the Contractor Subcontractor, their respective shall give the Engineer one complete set Sureties, any of their agents or of these marked up record Drawings. employees, or any other person performing any of the work. 23. ADDITIONAL CO' UCT DOCUMENTS 28. DUTIES AND RESPONSIBILITIES OF THE Copies of Contract Documents or Drawings ENGINEER may be obtained on request from the Engineer and by paying the actual co_ The Engineer will make visits to the of reproducing the Contract Documents or site at intervals appropriate to the Drawings. various stages of construction tc observe the progress and quality of the !AN 1988 4 CENERAL CONDITiUNS I 1 S-374 West lAnydale Interceptor-Spec. Do 2+ wrk and to determine, in general, if and to provide adequate safety the work is proceeding in accordance precautions, in conformance with the with the intent of the Contract intent of the Contract. Documents. He will not make comprehensive or continuous review or I7. LIMITATIONS ON ENGINEER'S observation to check quality or quantity RESPONSIBILITIES of the work, and he will not be responsible for construction means, Engineer will not be responsible for methods, techniques, sequences, or Contractor's mans, methods, techniques, procedures, or for safety precautions sequences, or procedures of and programs in connection with the construction, or the safety precautions work. Visits and observations made by ano programs incident thereto, and the Engineer shall not relieve the Engineer will not be responsible for Contractor of his obligation to conduct Contractor's failure to perform or comprehensive inspections of the work furnish the work in accordance with the and to furnish materials and perform Contract Documents. acceptable work, and to provide adequate safety precautions, in conformance wilt. Engineer will not be responsible for the the intent of the Contract. acts or omissions of Contractor or of any Subcontractor, any supplier, or of The Engineer will make recommendations anv other person or organization to the Owner, in writing, on all claims performinri or furnishing any of the of the Owner or the Contractor arising work. from interpretation or execution of the Contract Documents. Such recommend- Whenever in the Contract Documents the scions will be of factual and/or terms "as ordered", "as directed", "as technical nature, and will not include required", "as allowed", "as approved", the legal interpretation of the Contract or terms of like effect or import are Documents. Any necessary legal used, or the adjectives "reasonable", interpretation of the Contract Document "suitable", "acceptable", "proper", or will be made by the Owner. Such "satisfactory", or adjectives of like recommendation shall be necessary before effect or import are used to describe a the Contractor can receive additional requirement, direction, review or money under the terms of the Contract. judgment of Engineer as to the work, it Changes in work ordered by the Engineer is intended that such requirement, shall be made in compliance with Article direction, review, or judgment will be CHANCES IN THE WORK. solely to evaluate the work for compliance with the Contract Documents One or more project representatives may (unless there is a specific statement be assigned to observe the work. It is indicating otherwise). The use of any understood that such projer• such term or adjective shall not be representatives shall have t .e authority effective to assign to Engineer any duty to issue notice of nnnconformante and or authority to supervise or direct the make decisions within the limitations of furnishing or pertormance of the work or the authority of the Engineer. The any duty or authority to undertake Contractor shall furnish all reasonable responsibility contrary to the assistance required by the Engineer or provisions of this Article. project representatives for proper observation of the work. The 28. REJECTEd WORK above-mentioned project representatives shall not relieve the Contractor of his Any defective work or nonconforming obligations to conduct comprehensive materials or egcipwnt that may be inspections of the work and to furnish discovered at any time prior to materials and perform acceptable work, expiration of the arrenty period, shall JAN 1988 5 GENERAL CONDITIONS L- _1 i LL - f avmmamsa lY�ar!�-/ r I I I be removed and replaced by work which in forms Lion. Contractor shall also shall conform to the provisions of the submit to Engineer for review, with such Contract Documents. Any material promptness as to cause no delay in work, condemned or rejected shall be removed all samples required by the Contract st once from the project site. Documents. A1' samples shall have been checked by and accompanied by a specific Failure on the part of the Engineer to written indication that Contractor has condemn or reject bad or inferior work satisfied Contractor's responsibilities or to note nonconforming materials or under the Contract Documents with equipment on Contractor submittals shall respect to the review of the submission not be construed to imply acceptance of and shall be identified clearly as to such work. The Owner shall reserve and material, supplier, pertinent data such retain all of its rights and remedies at as catalog numbers and the use for which Isv against the Contractor and its intended. Surety for correction of any and all latent defects discovered after the liefore submission of each submittal, guarantee period. Contractor shall have determined and verified all quantities, dimensions, i9. LINES AND GRADES specified performance criteria. installation requirements, materials, Lines and grades shall be established as catalog numbers, and similar data with provided in the Supplementary respect thereto and reviewed or Conditions. All stakes, marks, and coordinated each submittal with other other reference information shall be submittals and with the requirements of carefully preserved by the Contractor, the work and the Contract Documents. and in case of their careless or unnecessary destruction or removal by At the time of each submission, him or his employees, such stakes, Contractor shall give Engineer specific marks, and other information shall be written notice of each variation that replaced at the Contractor's expense. the submittal may have from the requirements of the Contract Documents, 30. SUBMI7TALS and, in addition, shall cause a specific notation to be made on each shop drawing After checking and verifying all field submitted to Fngineer for review and measurements and after complying with approval of each s.rch variation. applicable procedures specified in Division 1, GENERAL REQUIREMENTS, Engineer will review submittals with Contractor shall submit to Engineer, in reasonable promptness, but Engineer's accordance with the schedule for review will be only for conformance with submittals for review, shop drawings, the design concept of the project and electrical diagrams, and catalog cuts for compliance with the: information fir fabricated items and manufactured given in the Contract Documents and items (including mechanical and shall not extend to means, methods, electrical equipment), which shall bear techniques, sequencer., or procedures of a stamp or specific written indication construction (except where a specific that Contractor has satisfied means, method, technique, sequence, or Contractor's responsibilities under the procedure of construction is indicated Contract Documents with respect to the in or required by the Contract review of the submittal. All submittals Documents) or to safety precautions or shall be identified as Engineer may programs incident thereto. The review require. The data shown shall be of a separate item as such will not complete with respect to quantities, indicate review of the assembly in which dimensions specified performance and the item functions. Contractor shall design criteria, materials, and similar make -orrections required by Engineer, data to enable Engineer to review the ]AN 19BE b GENERAL CONDITIONS I m amr . r - �seams.saas�aa�a� .g saa`J ra:�Wmm�mmmmmYei ♦ a. maaa�.1N i I and shall return the required number of shall not be considered as an agent of corrected copies of shop drawings and the Owner or of the Engineer, nor shall submit as required new samples for the Contractor's Subcontractors or review. Contractor shall direct employees be subagents of the Own - or specific attention in writing to of the Engineer. revisions oche. than the corrections called fog by Engineer on previous 33. SUBCONTRACTING submittals. Unless modified in the Supplementary Engineer's review of submittals shall Conditions, within 10 days after the not relieve Contractor from execution of the Contract, the responsibility for anv variation from Contractor shall submit to the Engineer the requirements of the Contract the names of all Subcontractors proposed Documents unless Contractor has in for the work, including the names of any writing called Engineer's attention to Subcontractors that were submitted with each such variation at the time of the Proposal. The Contractor shall not submission and Engineer has given employ any Subcontractors to which the written approval of each such variation Owner may object to as lacking by a specific written notation thereof capability to properly perform work of incorporated in or accompanying the shop the type and scope anticipated. drawing or sample approval; nor will any approval by Engineer relieve Contractor The Contractor is as fully responsible from responsibility for errors or to the Owner for the acts and omissions omissions in the shop drawings or from of his Subcontractors and of persons responsibility for having complied with either directly or indirectly employed the provisions herein. by them as he is for the acts and omissions of persons directly employed Where a shop drawing or sample is by him. required by the Specifications, ant related work performed prior to Nothing contained in the Contract Engineer's review and approval of the Documents shall create any contractual pertinent submission shall be the sole relationship between any Subcontractor expense and responsibility of and the Owner or Engineer. Contractor. 34. INSURANCE AND LIABILITY 31. DETAIL DRAWINGS AND INSTRUCTIONS A. GENERAL The Engineer will furnish, with reasonable promptness, additional The Contractor shall provide (from instructions by means of Drawings or insurance companies acceptable to the otherwiae, if, in the Engineer's Owner) the insurance coverage designated opinion, su � are required for the hereinafter and pay all costs. proper execution of the work. All such Drawings and instructions will be Before commencing work under this consistent with the Contract Documents, Contras., Contractor shall furnish the true developments thereof, and Owner with certificates of insurance reasonably inferable therefrom. specified herein showing the type, aawunt, class of operations covered, THE CONTRACTOR AND HIS EMPLOYEES effective dates, and date of expiration of policies, and containing 32. CONTRACTOR, AN INDEPENDENT Ad ENT substantially the following statement: The Contractor shall independently "The insurance covered by this perform all work under this Contract and certificate shall not be cancelled JAN 1988 7 GENERAL CONDITIONS I t— I or materially altered, except after lie Sility, completed operations and IO days' written notice has been products liability, and automobile received by the Owner." liability insurance as wilt provide coverage for claims for damages for In case of the breach of any provision personal injury, including accidental of this Article, the Owner, at his death, as well as for claims for option, may take out and maintain, at property damage, which may arise the expense of the Contractor, such directly or indirectly from performance insurance as the Owner may deem proper of the work under this Contract. The and my deduct the cost of such general liability policy shall include insurance from any monies which may be contractual liability assumed by the due or becoma due the Contractor under Contractor under Article INDEMNITY. this Contract. Coverage for property damage shall be on a "broad form" basis with no exclusions B. CONTRACTOR AND SUBCONTRACTOR for "X, C A U". The amount of insurance INSURANCE to be provided shall be as specified in The Contractor shall not commence work the Supplementary Conditions. under this Contract until he has In the event any work under this Obtained all the insurance required Contract is performed by a hereunder and such insurance has been Subcontractor, the Contractor shall be reviewed by the Owner, nor shell the responsible for any liability directly Contractor allow any Subcontractor to or indirectly arising out of the work commence work on his subcontract until performed by Elie Subcontractor, to the insurance specified below has been extent such liability is not covered by obtained. Review of the insurance by the Subcontractor's insurance. the Owner shall not relieve or decrease the liability of the Contractor The Owner and Engineer, their officers, hereunder. agents, and employees shall be named as Additional Insureds on the Contractor's C. COMPENSATION AND EMPLOYER'S and any Subcontractor's general LIABILITY INSURANCE liability ono automobile liability insurance policies for any claims T` Contractor shall n.sintain during the arising out of work performed under this 1, a of this Contract the statutory Contract. amount of Workmen's Compensation Insurance, in addition, Employer's E. BUILDERS RISK ALL RISK INSURANCE, Liability Insurance in an amount as specified in the Supplementary Unless otherwise modified in the Conditions, for each occurrence, for all Supplementary Conditions, the Contractor of his employees to be engaged in work shall secure and maintain during the on the project under this Contract. In life of this Contract, Builders Risk All case any such work is subcontracted, the Risk Insurance coverage in an amount Contractor shall require the equal to the full value of the Subcontractor to provide simile, facilities under construction. Such Workmen's Compensation and Employer's insurance shall include coverage for Liability Insurance for all of the earthquake, landslide, flood, collapse, Subcontractor's employees to be engaged loss due to the results of faulty in such work. workmanship or design, and all other nornally covered risks, and shall D. GENERAL LIABILITY INSURANCE provide for losses to be paid to the (INCLUD:NC AUTOMOBILE) Contractor, Amer, and ingineer as their interests may appear. The Contractor shall maintain during the life of this Contract such general JAN 1988 B GENERAL CONDITiONS i The Owner and Engineer, their officers, action against the Engineer, its agents, and employees shall be named as officers, employees, agents, and additional insureds on the Contractor's consultants for any claim arising out and any subcontractor's Builders Risk of, in connection with, or resulting All Risk insurance policies for c"y from the engineering services performed claims arising out of work performed or required to be performed. ender this Contract. 37. TAXES AND CHARGES This insurance shall include a waiver of subrogation as to the Engineer, the The Contractor shall withhold and pay Owner, the Contractor, and their any and all sales and use taxes and all respective officers, agents, employees, withholding taxes, whether State or and subcontractors. Federal, and pay all Social Security charges and also all State Unemployment F. NO PERSONAL LIABILITY OF PUBLIC Compensation charges, and pay or cause OFFICIALS to be withheld, as the case may be, any and all taxes, charges, or fees or sums In carrying out any of the provisions whatsoever, which are now or may hereof in exercising any authority hereafter be required to be paid or granted by the Context- , there will be withheld under any laws. no personal liability +pon any public official. 38. REQUIREMENTS OF STATE LAN FOR PUBLIC WORKS PROJECTS 35. INDEMNITY When the Contract Documents concern To the maximum extent permitted by law, public works of the state or any county, the Contractor shall indemnify and municipality, or political subdivision defend the Owner and the Engineer, and created by its laws, the applicable their officers, employees, agents, and statutes shall apply. All parties to subconsultants, from all cleims and this Contract shall determ.nt the losses, including attorney's fees and contents of all applicable statut-• and litigation costs arising out of property comply with their provisions thr,ughout leases or health, safety, personal the perfvrmacce of the Contract. injury, or death claims by the Contractor, its subcontractors of any 39. CODES, ORDINANCES, PERMITS, AND tier, and their employees, agents, or LICENSES invitees regardless of the fault, breath of Contract, or negligence of the Owner The Contractor shall keep himself fully or the Engineer, excepting only such informed of all local codes and claims o, losses that have been ordinances, as well is state and federal adjudicated to have been causrd solely lava, which in any manner affect the by the negligence of the Woe' or the work herein specified. The Contractor Engineer and regardless of whether or shall at all times comply with said not the Contractor is or can ',e named a codes and ordinances, laws, and party in a litigation. regulations, and protect and indemnify the Owner, the Engineer and their 36. EXCLUSION OF CONTRACTOR CLAIMS respective employees, and its officers and agents against any claim or In performirg its obligations, the liability arising from or based on the Engineer and its consultants may cause violation of any such laws, ordinances, expense for the Contractor or :to or regulations. All permits, licenses, subcontractor, and equipaaent or material and inspection fees necessary for suppliers. However, those parties and prosecution and completion of the work their sureties shall ma irtain no direct shall be set.,ed and paid for by the Contractor, unless otherw� -e specified. JAN 1988 9 GENERAL CONDITIONS l_ J MdL1. 40. SUPERINTENOFNCE the jobsite, including safety of all persons (including employees) and The Contractor shall keep at the project property during performance of the work. site, competent supervisory personnel. This requirement shall apply The Contractor shall designate, in continuously and not be limited to writing, before starting work, a project normal working hours. Safety provisions superintendent who shall be an employee shall conform to U.S. Department of of the Contractor and shall have Labor (OSHA), and all other applicable complete authority to represent and to federal, state, county, and local laws, at for the Contractor. Engineer shall ordinances, codes, and regulations. be notified in writing prior to any Where any of these are in conflict, the change in superintendent assignment. more stringent requirement shall be The Contractor shall give efficient followed. The Contractor's failure to supervision to the work, using his best thoroughly familiarize himself with the skill and attention. The Contractor aforementioned safety provisions shall shall be solely responsible for all not relieve him from compliance with the construction means, methods, techniques, obligations and penalties set forth and procedures, and for providing therein. adequate safety precautions and coordinating all portions of the work The Contractor shall develop and under the Contract. It is specifically maintain for the duration of this understood and agreed that the Engineer, Contract, a safety program th•tt will its employees and agents, shall not have effectively incorporate and implement control or charge of and shall not be all required safety provisions. The responsible for the construction means, Contractor shall appoint an employee who methods, techniques, procedures, or for is qualified and authorized to supervise providing adequate safety precautions in and enforce compliance with the safety connection with the work under the program. Contract. The duty of the Engineer to conduct 41. RECEPTIOF OF ENC:'.FFRS construction review of the w rk does not COl01UNl"-- 3N, include revies or approval of the adequacy of the Contractor's safety The superintendent shall �eteive for the program, safety supervisor, or any Contractor all communications from the safety measures taken in, on, or near Engineer. Communications of major the construction site. impo-lance will be confirmed in writing upon request from the Contractor. The Contractor, as a part of his safety program, shall maintain at his office or The Engineer my sch, tule project other well-known place at the jobsite, meetings for the purposes of dlsc rasing safety equipment applicable to the work and res,,lying matters concerning the as prescribed by the aforementioned various elements of the work. Time and authorities, all articles necessary for place for these meetings and the names giving first-sid to the injured, and if persons required to be present shall shall establish the procedure for the be as determined by the Engineer. immediate removal to a hospital or a Contractor shall comply with these doctor's care of ,persons :including attendance requirements and shall also employees) who may be injured on the require his Subcontractors to comply. jobsite. 42. SAPM If death or serious injuries or serious damages are caused, the acciden shall The Contractor shell be solely and be reported immediately by telephone or _ completely responsible for crnditions of messenger to both the Engineer and the JAN 1988 10 GENERAL CONDITIONS I I— „}s e } Purer. In addition, the Contractor must substantiating documents in regard to promptly report in writing to the expense, shall be submitted to the Owner Engineer all accidents whatsoever through the Engineer and the amount of arising out of, or in connection with, compensation shall be determined by the performance of the work whether on, agreement. or adjacent to, the site, giving full details and statements of witnesses. 45. MATERIALS AND APPLIANCES If a claim is made by anyone against the Unless otherwise stipulated, the Contractor or any Subcontractor on Contractor shall provide and pay for all account of any accident, the Contractor materials, labor, water, tools, Shall promptly report the facts in equipment, heat, light, fuel, power, writing to the Engineer, giving full transportation, construction equipment details of the claim. and machinery, appliances, telephone, sanitary facilities, temporary 43. PROTECTION OF WORK AND PROPERTY facilities and other facilities and incidentals necessary for the execution The Contractor shall at all times safely and completion of the work. guard and protect from damage the Owner's property, adjacent property, and Unless otherwise specified, all his our work from injury or loss in materials shall be new, and both connection with this Contract. All workmanship and materials shall be of facilities required for protection by good quality. The Contractor shall, if federal, state, or municipal laws and regaired, furnish satisfactory evidence regulations and local conditions must be as to the kind and quality of materials. provided and maintained. In selecting and/or approving equipment The Contractor shall protect his work for installation in the project, the and materials from damage due to the Owner and Engineer assume no nature of the work, the elements, responsitility for injury or claims carelessness of other contractors, or resulting from failure of the equipment from any cause whatever until the to comply with applicable federal, completion and acceptance of the work. state, and local safety codes r All loss or damages arising wit of the requirements, or the safety requirements nature of the work to be done under of a recognized agency, or failure due these Contract Documents, or from any to faulty design concepts, or defective unforeseen obstruction or defects which workmanship and materials. my be encountered in the prosecution of the work, or from the action of the 46. CONTRAC.ORS' AND MANUFACTURERS' elements, shall be sustained by the COMPLIANCE WITH STATE SAFETY, OSHA, Contractor. AND OTHER CODE REQUIREMENTS 44. RESPONSIBILITY OF CONTRACTOR TO ACT The completed work shall include all IN EMERGENCY necessary permanent safety devices, such as machinery guards and btmilar ordinary In case of an emergency which threatens safety items required by the state and loss or injury of property, and/or federal (OSHA) industrial Autho.itiet safety of life, the Contractor shall and applicable local and national codes. act, without previous instructions from Further, any features of the work the Owner or Engineer, as the situation mbject to such safety regulations shall may warrant. The Contractor shall be fabricated, furnished, and installed notify the Engineer thereof immediately (including Owner-furnished equipment) in thereafter. Any claim for compensation compliance with these requirements. by the Contractor, together with Contractors and manufacturers of JAN 1908 11 GENERAL CONDITIONS i s Vl mil' ��G - _ -�•- '+I��ir i I equipment shall be held responsible for provided safe access co the work compliance with the requirements wherever it is in preparation or included herein. Contractors shall progress, and the Contractor shall notify all equipment suppliers and provide facilities for such access and Subcontractors of the provisions of this for observations, including maintenance Article. of temporary and permanent access. 47. SUBSTITUTION OF MATERIALS If the Specifications, laws, ors. ances, or any public authority require any work Except for Owner-selected equipment to be specially tested or approved, the items, and items where no substitution Contractor shall give timely notice of is clearly specified, whenever any its readiness for observations. If any material, article, device, product, wok should be covered up without fixture, form, type of construction, or approval or consent of the Engineer, it process is indicated or specified by shall, if required by the Engineer, be patent or proprietary name, by name of uncovered for examination at the manufacturer, or by catalog number, such Contractor's expense. specific-tions shall be deemed to be uses for the purpose of establishing a Reexamination of questioned work may be standard of quality and facilitating the ordered by the Engineer, and, if so description of the material er process ordered, the work shall be uncovered by desired. This procedure is not to be the Contractor. It such work is found construed as eliminating from to be in accordance with the Contract competition other products of equal or Documents, the Owner will pay the cost better quality by other manufacturers of uncovering, exposure, observation, where fully suitable in design, and inspection, testing and reconstruction. shall be deemed to be followed by the If such work is found to be not in words "or equal". The Contractor may, accordarce with the Contract Documents, in such cases, submit complete data to the Contractor shall correct the the Engineer for consideration of defective work, and the cost of soothe- 4'e:ial. Type, or process which reexamination and correction of the ,h.11 be abstantielly equal in every defective work shall be paid by the respect that so indicated or Contractor. .pecified. Scbstitute materials shall not be used unless approved in writing. 49. ROYALTIES AND PATENTS The Engineer will be. the sole judge of the substituted article or material. The Contractor shalt pay all royalty ana license fees, unless otherwise 43. TESTS, SAMPLE. AND OBSERVATIONS specified. The Contractor shall defend all suits or claims for infringement of The Contractor shall furnish, without any patent rights and shall save the extra charge, the necessary test pieces Owner and the Engineer harmless from any and samples, including facilities and and all loss, including reasonable labor for obtai.,ing the same, as attorneys' fees, on account thereof. requested by the Engineer. When required, the Contractor shall furnish 50. CONTRACTOR'S RIGHT TO TERMINATE certificates of tests cf materials and CONTRACT equipment made at the point of manufac.ure by a recognized testing If the %.otk should be stopped under an laboratory. order of any court or other public suthority for a period of more than The Owner, Engineer, and authorized 3 months, through no act or fault of the government agents, and their Contractor, its Subcontractors, or representatives shall at all times be respective employees or if the Engineer should fail to make recon:.endation for JAN 1988 12 GENERAL CONDITIONS lsssffiswm- payment to Owner or return payment complete is defined in Article request to Contractor for revision SUBSTANTIAL COMPLETION, and Art:_le within 30 days after it is due, or if SUBSTANTIAL COMPLETION DATE, in these the Owner should fail to pay the General Conditions. Contractor within 30 days after time specified in Article PARTIAL PAYMENTS, The Contractor also agrees to hold the any sum recommended by the Engineer, Owner and the Engineer harmless from then the Contractor may, upon 15 days' liability of any kind arising from written notice to the Owner and the damage due to said defects. The Engineer, stop work or terminate this Contractor shall make all repairs and Contract and recover from the Owner replacements promptly upon receipt of payment for all acceptable work written order for same from the Owner. performed and reasonable termination If the Contractor fails to make the expenses, unless said default has been repairs and replacements promptly, or in remedied. an emergency where delay would cause serious risk, or loss, or damage, the 51. CORRECTION OF DEFECTIVE WORK DURING Owner may have the defective work WARRANTY PERIOD corrected or the rejected work removed and replaced, and the Contractor and his The Contractor hereby agrees to make, at Surety shall be liable for the cost his own expense, all repairs or thereof. replacements necessitated by defects in materials or workmanship, provided under PROGRESS OF THE WORK terms of this Contract, and pay for any damage to other works resulting from 52. BEGINNING OF THE WORK such defects, +hick become evident within 1 year after tie date of final Following execution of the Contract, the acceptance of the work or within 1 year Contractor shall meet with the Ovner and after the date of substantial completion Engineer relative to his arrangements established by the Engineer for for prosecuting the wurk. specified items of equipment, or within such longer period of time as may be 53. SCHEDULES AND PROGRESS REPORTS prescribed by law or by the terms of any applicable special guarantee required by Prior to starting the cor Lion, she the Contract Documents. Unremedied Contractor shall prepare & - submit to defects identified for correction during ' r Engineer, a progress schedule the varranty period but remaining after showing the dates on which each part or its expiration shall be considered as division of the work is expected to be part of the obligations of the warranty. started and finished, and a preliminary Defects in material, vorknanihip, or schedule for submittals. The progress equipment which are remedied as a result schedule for submittals shall be brought of obligations of the warranty shall up to date and submitted to the Engineer subject the remedied portion of the work at the end of each month or at such to an extended warranty period of 1 year other times the Engineer may request. after the defect has been remedied. The Contractor shall forward to the The Contractor further assumes Engineer, at the end of each month, an responsibility for a similar guarantee itemized report of the delivery status for all work and materials provided by of major and critical items of purchased Subcontractors or manufacturers of equipment and material, including shop packaged equipment components. The drawings and the status of shop and effective date for the start of the field fabricated work. These progress guarantee or warranty period for reports shall indicate the date of the equipment qualifying as substantially purchase order, the current percentage JAN 1988 13 GENERAL CONDITIONS i Imo_ —J I IMELML I of completion, estimated delivery, and 56. OWNER'S RIGHT TO DO WORK cause of delay, if any. Should the Contractor neglect to If the completion of any part of the prosecute the work in conformance with work or the delivery of materials is the Contract Documents or neglect or behind the submitted progress schedule, refuse at his own cost to remove and the Contractor shall submit in writing a replace work rejected by the Engineer, plan acceptable to the Owner and then the Owner may notify the Surety of Engineer for bringing the work up to the condition, and after 10 days' schedule. written notice to the Contractor and the Surety, or without notice if an The Owner shall have the right to emergency or danger to the work ur withhold progress payments for the work public exists, and without prejudice to if the Contractor fails to update and any other right which the Owner may have submit the progress schedule and reports under the Contract, or otherwise, take as specified. over that portion of the work which has been improperly or nontimely executed, 54. PROSECUTION OF THE WORK and make good the deficiencies and deduct the cost thereof from the It is expressly understood and agreed payments then or thereafter due the that the time of beginning, rate of Contractor. progress, and time of completion of the work are the essence of this Contract. 57. OWNER'S RIGHT TO TRANSFER EMPLOYMENr The work shall be prosecuted at such time, and in or on such part or parts of If the Contractor should abandon the the project as may be required, to work or if he hould persistently or complete the project as contemplated in repeatedly refuse or should fail to make the Contract Documents and the progress prompt payment to Subcontractors for schedule. material or labor, or to persistently disregarn laws, ordinances, or to If the Contractor desires to Carry on prosecute the work it conformance with work tt night or outside the regular the t.on tract Documents, or otherwise be hours, he shall give timely notice to guilty of a substantial violation of any the Engineer to allow satisfactory provision of the Contract or any laws or arrangements to be made for observing ordinance, then the Owner may, without the work in progress. prejudice to any other right or remedy, and after giving the Contractor and 55. OWNER'S RIGHT TO RETAIN IMPERFECT Surety 10 days' written notice, transfer WORK the employment for said work from the Contractor to the Surety. Upon receipt If any part or portion of the work of such notice, such Surety shall enter completed under this Contract shall upon the premises and take possession of prove defective and not in accordance all materials, tools, and appliances with the Drawings and Specifications, thereon for the purpose of completing and if the imperfection in the same the work included under this Contract shall not be of sufficient magnitude or and employ, by Contract or otherwise, importance as to make the work dangerous any qualified person or persons to or unsuiutle, or if the removal of such finish the work and provide the work will create conditions which are materials therefor, in accordance with dangerous or undesirable, the Owner the Contract Documents, without shall have the right and authority to termination of the continuing full force retain such work but will make such and effect of this Contract. In case of deductions in the final payment therefor such transfer of employment to such as may be just and reannable. JAN 1988 14 GENERAL CONDITIONS - .__._ M Surety, the Surety shall be paid in its other that claims for the appropriate own name on estimates according to the extension of time. terms hereof without any right of the Contractor to make any claim for the No extension of time will be granted to same or any part thereof. the Contractor for delays occurring to parts of the work that have no If, after the furnishing of said written measurable impact on the completion of notice to the Surety, the Contractor and the total work under this Contract. the Surety still fail to make reasonable No extension of time will be considered progress on the performance of the work, for weather conditions reasonably the Owner may terminate the employment anticipated for the area in which the of the Contractor and take possession of work is being performed. Reasonably the prea.ises and of all materials, anticipated weather conditions will be tools, and appliances thereun and finish based cn official records of monthly the work by whatever method he may deem precipitation and other historical data. expedient and charge the cost tbereof to Adverse weather conditions, if the Contractor and Surety. In such determined to be of a severity that case, the Contractor stall not be would impact progress of the work, mat entitled to receive any further payment be considered as cause for an extension until the work is finished. If the of Contract completion time. expense of completing the Contract, including compensation for additional Delays in delivery of equipment or managerial and administrative services, material purchased by the Contractor or shall exceed such unpaid balance, the his Subcontractors, including Contractor and the Surety shall pay the Owner-selected equipment, shall not be difference to the Dune-. considered as a just cause for delay, unless the Owner determines that for 58. DELAYS AND EXTENSION OF TIME good cause the delay is beyond the control of the Contractor. The If the Contractor is delayed in the Contractor shall be fully responsible progress of the work by any act or for the timely ordering, scheduling, neglect of the Owner or the Engineer, or expediting, delivery, and installation by any separate Contractor employed by of all equipment and materials. the Outer, at by strikes, lockouts, fire, adverse weather conditions not Within a reasonable p.. .ad after the reasonably anticipated, or acts of Contractor submits to the Owner a Nature, and if the Contractor, within written request for an extension of 68 hours of the start of the occurrence, time, the Engineer will present his gives written notice to the Owner of the written opinion to the Owner as to cause of the potential delay and whether an extension of time is estimate of the possible time extension justified, and, if so, his involved, and within 10 days after the recommendation as to the numbrr of days cause of delay has been remedied, the for time extension. The Owner will make Contractor gives written notice to the the final decision on all requests for Amer of any actual time extension extensior of time. requested as a result of the aforementioned occurrence, then the 59. DIFFERINC SITE CONDITIONS Contract time may be extended by Change Order 'or such reasonable time as the The Contractor shall promptly, and Engineer determines. It is agreed that before the conditions are disturbed, no claim shall be wade or allowed for give a written notice to the Owner and any damages, loss, or expense which may Engineer of: •rise out of any delay caused by the above referenced sets or occurrences, ]AN 1988 15 GENERAL CONDITIONS I A. subsurface or latent physical completion date. It is agreed that the conditions at the site which differ amount of such additional expense and materially from those indicated in damage incurred by reason of failure to this Contract, or complete the work is the per-diem rate, as stipulated in the Proposal. The said B. utknown physical conditions at the amount is hereby agreed upon as a s.te, of an unusual nature, which reasonable estims to of the costs which differ materially from those may be accrued by the Owner after the ordinarily encountered and generally expiration of the time of completion. recognised as inherent in work of It is expressly understeod and agreed the character provided for in the that this amount is not to be considered Contract. in the nature of a penalty, but as liquidated damages which have accrued The Engineer will investigate the site against the Contractor. The Owner shall conditions promptly after receiving the have the right to deduct such damages notice. If the conditions do materially from any amount due, or that may become So differ and cause an increase or due the Contractor, or the amount of decrease in the Contractor's tort of, or such damages shall be due and the time required for, performing any collectible from the Contractor or part of the work under this Contract, Surety. whether or not changed as a result of the conditions, an equitable adjustment 61. OTMER CONTRACTS stall be made under this Article and the Contract modified in writing The Owner reserves the right to let accordingly. other Contracts in connection with the work. The Contractor shall afford othe— No request by the Contractor for an Contractors reasonable opportunity for equitable adjustment to the Contract the introduction and storage of their under this Article will be allowed, materials and the execution of their unless the Contractor has given the work and shall properly connect and written notice required; provided, that coordinate his work with theirs. the time prescribed above for giving written notice may be extended by the If any part of the work under this Owner. Contract depends for proper execution or results upon the work of any other No request by the Contractor for an Contractor, utility service company or equitable adjustment to the Contract for Owner, the Contractor shall inspect and differing site conditions will be promptly eport to the Engineer in allowed if made after final payment writing any patent or apparent defects under this Contract. or d-ficiencies in such work that render it unsuitable f - such proper execution 60. LIQUIDATED DAMAGES and results. The Contractor's failure to so report shall constitute an Should the Contractor fail to complete acceptance of the work by others as the work, or any part thereof, in the being fit and proper for integration time agreed upon in the Contract or with work under this Contract, except within much extra time as may have been for latent or nonapparent defects and allowed for delays by extensions granted deficiencies in the work, as provided in the Contract, the Contractor shall reimburse the Owner for 62. USE OF PREMISES the additional expense and damage for each calendar day, Sundays and legal The Contractor shall confine him holidays included, that the Contract equipment, the storage of materials, and remains uncompleted after the Contract the operation of his workers to limits JAN 1988 16 CP.NERAL CONDITIONS _ J shown on the Drawings or indicated by 65. OWNER'S USE OF PORTIONS OF THE WORK lsv, ordinances, permits, or directions of the Engineer, and shall not Following issuance of the written notice unreasonably encumber the premises with of Substantial Comple %on, the Owner may his materials. The Contractor shall initiate operation of the facility. provide, at his own expense, the Such use shall not be considered as necessary rights-of-way and scces; to final acceptance of any portion of the the work which say be required outside work, not shall such use be considered the limi•s of the Owner's property and as cause for an extension of the ,hall furnish the Engineer copies of Contract completion time, unless permits and agreements for use of authorised by a Change Order issued by property outside that provided by the the Owner. Owner. 66. CUTTING AND PATCHING Contractor shalt not load nor permit any part of any structure to be loaded in The Contractor shall do all cutting, any manner that will endanger the fitting, or patching of his work that structure, nor shall Contractor subject may be required to make its several any part of the work or adjacent parts come together properly and fit it property to stresses or pressures that to receive or be received by work of will endanger it. other Contractors shown upon or reasonably implied by the Drawings. 63. SUBSTANTIAL COMPLETION DATE 67. CLEANING UP The Engineer say issue a written notice of substantial completion for the The Contractor shall, at all times, keep purpose of establishing the starting property on which work is in progress date for specific equipment guarantees, and the adjacent property free from and to establish the date that the Owner accumulations of waste material or will sesume the responsibility for the rubbish caused by employees or by the cost of operating such equipment. Said work. Upon completion of the notice shall not be considered as final construction, the Contractor shall acceptance of any portion of the work or remove all temporary structures, relieve the Contractor from completing rubbish, and waste materials resulting the remaining work within the specified from his operations. '.fine and in full compliance with the Contract Documents. See SUBSTANTIAL PAYMENT_ COMPLETION under DEFINITIONS of these General Conditions. 68. PAYMENT FOR CHANCE ORDERS 64. PERFORMANCE TESTING The Owner's request for quotations on alterations to the work shall not be Operating equipment and systems shall be considered authorixation to proceed with performance tested in the presence of the work prior to the issuance of a the Engineer to demonstrate compliance formal Change Order, nor shall such with the sper,tied requirements. request justify any delay in existing Performance testing shall be conductee work. Quotations for alterations to the under the specified design operating work shall include substantiating conditions or under such simulated documentation with An itemized breakdown operating conditions as recommended or of Contractor and Subcon-ractor costs, approved by the Engineer. Schedule such including labor, mat-erial, rentals, testing with the Engineer at least approved services, overhead, and profit. 1 weak in advance of the planned date Owner say require detailed cost data in for testing. order to substantiate the reasonableness of the proposed costs. JAN 1988 17 GENERAL CONDITIONS I A- I Any compensation paid in conjunction C. COST b YBURSEMENT WORK with the terms of a Change Order shall comprise total compensation due the The term "cost reimbursement" shall be Contractor for the work or alteration understood to mean that payment for the _ defined in the Change Order. By signing work will be made on a time and expense the Change Order, the Contractor basis, that is, on an accounting of the acknowledges that the stipulated Contractor's forces, materials, compensation includes payment for the equipment, and other items of cost as " work or alteration plus all payment for required and used to do the work. the interruption of schedules, extended overhead, delay, or any other impact It the method of payment cannot be claim or ripple effect, and by such agreed upon prior to the beyinnirg of signing specifically waives any the work, and the Owner directs by reservation or claim for additional written Change Order that the work be compensation in respect to the subject done on a cost reimbursement basis, then Change Order. the Contractor shall furnish labor, and furnish and install equipment and At the Owner's option, payment or credit materials necessary to complete the work for any alterations covered by a Change in a satisfactory manner and within a Order shall be determined by one or a reasonable period of time. For the work combination of the methods set forth in performed, payment will be made for the A. B, or C below, as applicable: documented actual cost of the following: A. UNIT PRICES 1. Labor, including foremen, for those hours they are assigned and Those unit prices stipulated in the participating in the cost Proposal •hall be utilized where they reimbursement work (actual payroll are applicable. In the event the Change cost, including wages, fringe Order results in a change in the benefits as established by original quantity that is materially and negotiated labor agreements, labor significantly different from the insurance, and labor taxes as original bid quantity, a new unit price established by law). No other fixed shall be negotiated upon demand of labor burdens will be considered, either party. Unit prices for new items unless approved in writing by the included in the Change Order shall be Amer negotiated and mutually agreed upon. 7. Material delivered sad used on the B. LUMP SUM designated work, including sales tax, if paid for by the Contractor A total lump sum for the work negotiated or his Subcontractor. and mutually acceptable to the Contractor and Owner. 1. Rental, or equivalent rental cost of equipment, including necessary Lump sum quotations for modifications to transportation for items having a the work shall include substantiating value in excess of $100. documentation with an itemized breakdown of Contractor and Subcontractor costs, Rental or equivalent rental cost including labor, material, rentals, will be allowed for only those days approved services, overhead, and profit, or hours during which the equipment all calculated as specified under "C" is in acausl use. Rental and below. transportation allowances Shall not exceed the current rental rates prevailing in the locality. The rentals allowed for equipment will, JAN 1988 IB GENERAL CONDITIONS '— .. ...��-. v�,,,+n •- ,.. - .ram 1. r— r in all cases, be understood to cover hours worked, and also the size, type, al: fuel, supplies, repairs, and and identification number of equipment renewals, and no further allowances and hours operated. will be made for those items, unless specific agreement to that effect is Material -barges shall be substantiated made. by valid c,nie• of vendors' invoices. Such invoices shall be submitted with 6. Additional bond, as required and the daily report sheets, or, if not approved by the Owner. available, they shall be submitted with subsequent daily report sheets. Said 5. Additional insurance (other than daily report sheets shall be signed by labor insurance) as required and the Contractor or his authorized agent. approved by the Owner. The Amer reserves the right to furnish In addition to items I through 5 above, such materials and equipment as he deems :n added fixed fee for general overhead expedient, and the Contractor shall have end profit shall be negotiated and no claim for profit or added fees on the allowed for the Contractor (or approved cost of such materials and equipment. Subcontractor) actually executing the To receive partial payments and final Cost Reimbursement work. payment for cost reimbursemen• work, the Contractor shall submit to the Engineer, An additional fixed fee shall be in a manner approved by the Engineer, negotiated and allowed the Contractor detailed and complete documented for the administrative handling of veri.icatiun of the Contractor's and any portions of the work that are executed of has S-_bcontractors' actual costs by an approved Subcontractor. No invo'.ved to the cost reimbursement work. additional fixed fee will be allowed for Such costs shall be submitted within the administrative handling of work JO days after said work has been executed by a Subcontractor of a performed. Subcontractor, unless by written permission from the Owner. 69. PARTIAL PAYMENTS The added fixed fees shall be considered A. GENERAL to be fall compensation, covering the coat of general supervision, overhead, Nothing contained in this Article shall profit, and any other general expense. be •.strued to affect the right, hereby The Contractor's records shall make reserved, to reject the whole or any clear distinction between the direct dart of the aforesaid work should such costs of work paid for on a cost work be later found not to comply with reimbursement basis and the costs of the provisions of the Contract other work. The Contractor shall Documents. All estimated quantities of furnish the Engineer report sheets in work for which partial payments have duplicate of each day's cost been made are subject to review and reimbursement work no later than the correction on the final estimate. working day following the performance of Payment by the Owner and acceptance by :aid work. The daily report sheets the Contractor of partial payments based •hall itemize the materials used, and on periodic estims tea of quantities of shall cover the direct cost of labor and work performed shall not, in any way, the charges for equipment rental, constitute acceptance of the estimated whether furnished by the Contractor, quantities used as the basis for Subcontractor, or othtr forces. The computing the amounts of the partial daily report sheets shall provide names payments. or identifications and classifications of workers, the hourly rate of pay and JAN 1988 19 GENERAL CONDITIONS J e .a mas lm - f— E. ESTIMATE 4. Owner has been required to co-rect - defective work or complete the work At least JO days before each progress in accordance with Article OWNER'S payment falls due, as specified in the RICNT TO DO WORK; _ Supplementary Conditions, the Contractor aha'll submit to the Engineer a detailed 5. Of Contractor's unsatisfactory estimate of the amount earned during the prosecution of the work in preceding month for the separate accordance with the Contract portions of the work, and request Documents; or payment. As used in this Article, the words "amount earned" means the value. 6. Contractor's failure to make payment on the date of the estimate for partial to Subcontractors or for labor, payment, of the work completed in materials, or equipment. accordance with the Contract Documents, and the clue of approved materials C. DEDUCTION FROM ESTIMATE delivered to the project site smtably stored and protected prior to Unless modified in the Supplementary incorporation into the work. Conditions, deductions from the estimate will be es described below: Engineer will, within 7 days after receipt of each request for payment, 1. The Owner will deduct from the either indicate in writing a estimate, and retain as part recommendation of payment and present security, 10 percent of the amount the request to Owner, or return the earned for work satisfactorily request to Contractor indicating in completed. A deduction and writing Engineer's reasons for refusing retainage of 10 percent will be made to recommend payment. In the latter on the estimated amount earned for use, Contractor may, within 7 days, approved items of material delivered sake the necessary corrections and to and properly stored at the resubmit the request. jobsite but not incorporated into the work. When the work is Engineer may refuse to recommend the 50 percent complete, the Owner me,- whole or any part of any payment if, in reduce the retainage to 5 percent of his opinion, it would be incorrect to the dollar value of all work sake such representations to Owner. satisfactorily completed to date Engineer may also refuse to recommend provided that the Contractor is any such payment, or, because of making satisfactory progress and subsequently discovered evidence or the there is no specific cause for recults of subsequent inspections or greater retainage. The .finer may tests, nullify any such payment reinstate the retainage up to previously recommended to such extent as 10 percent if the Owner determines, say be necessary in Engineer's opinion at his discretion, that the to protect Owner from loss because: Contractor is not "king satisfactory progress or where there 1. The work is defective, or completed is other specific cause for such work has been dams ged requiring withholding. Corr=ction or replacement; D. QUALIFICATION FOR PARTIAL PAYMENT 2. Written claims have been made FOR MATCRIALe DELIVERED against Owner or Liens have been filed in connection with the work; Unless sodified in the Supplementary Conditions, qualification for partial 7. The Contract Price has been reduced payment for materials delivered buy not because of Change Orders; yet incorporated into the work shall be as described below: JAN 1968 20 GENERAL CONDITIONS - r .. a' I �- i 1. Materials, as used herein, shall be made to the Contractor from the amount considered to be those items which earned, the amount due will be made are fabricated and manufactured payable to the Contractor. material sod equipment. No Recommendations for Payment received by consideration shall be given to the Owner less than 9 days prior to the individual purchases of less than scheduled day for pc"ent will nor be $200 for any one item. processed or paid until the following month. 2. To receive partial payment for material, delivered to the site, but 70. CLAIMS FOR EXTRA WORK not incorporated in the work, it shall be necessary for the In any case where the Contractor deems Contractor to include a list of such additional time or compensation will materials on the Partial Payment become due him under this Contract for Request. At his 501e discretion, circumstances other than those defined the Engineer may approve items for in Article DELAYS AND EXTENSION OF TIME, which partial payment is to be made. the Contractor shall notify the Partial payment shall be based on ^ngineer, in writing, of his intention the Ccocnctor's actual. cost for the to make claim for such time or materials as evidenced by invoices compensation before he begins the Cork from the supplier. Proper storage on which he bases the claim, in order and protection shall be provided by Chet such matters may be settled, if the Contractor, end as • roved b PP l promptly or other a notice of action the Engineer. Final payment shall promptly taken. The notice of claim be made only for materials actually shall be in duplicate, in writing, and incorporated in the work and, upon shall state the circumstances and the acceptance of the work, all reasons for the claim, but need not materials remaining for which state the amount. If such notification advance payments had been made shall is not given or the Engineer is not revert to the Contractor, unless afforded proper facilities by the otherwise agreed, and partial Contractor for keeping strict account of payments made for these items shall actual cost, then the Contractor hereby be deducted from the final pa vment agrees to waive the claim for such for the work. additional time or compensation. Such notice by the Contractor, and the fact 3. Contractor warrants and guarantees that the Engineer has kept account of that _itle to all work, materials, the cost as sioresaid, shall not in any and equipment covered by any way be construed as proving the wlidity Application for Payment, whether of the claim. incorporated in the project or not, will pass to Owner at the time of No extension of time will be granted to Payment free and clear of all liens, the Contractor for delays resulting from claims, security interests, and extra work that have no measurable encumbrances. impact on the completion of the total Work under this Contract. 4. If requested by the Engineer, the Claims for additional time or Contractor shall provide, with compensation shall be made in itemized subsequent pay requests, invoices detail and submitted, in writing, to the rectipted by the supplier showing Owner and Engineer within 10 days Payment in full has been made. following completion of that portion of the vork for which the Contractor bases E. PAYMENT his claim. Failure to make the claim for additional cumpensation in the After deducting the retainage and the manner and within the time specified amount of all previous partial payments JAN 1988 21 GENERAL CONDITIONS L_ —J I above shall constitute waiver of that Engineer, nor any extension of -ime, nor claim. In case the claim is fcund to be any possession taaen by the Owner or its just, it shall be allowed and paid for emplryees, shall operate as a waiver of as provided in Article PAYMENT FOR any provision of this Contract, or Any - CHANGE ORDERS. power herein reserved to the Owner, or any right to damages herein provided, 71. RELEASE OF LIENS OR CLAIMS nor shall any waiver of any breach in this Contract be held to be a waiver of The Contractor shall indemnify and hold any other or subsequent breach. harmless the Owner from all claims for Acceptance or final payment shall not be labor and materials furnished under tnis final and conclusive with regards to Contract. Prior to the final payment, latent defects, fraud, or such gross the Contractor shall furnish to the mistakes as may amount to fraud, or as Purer, as part of his final payment regards the Owner's rights under the request, A certification that all of the warranty. Contractor's obligations on the project have been satisfied and that all 74. ACCEPTANCE OF FINAL PAYMENT monetary claims and indebtedness have CONSTITUTES RELEASE been paid. The Contractor shall furnish complete and legal effective releases or The acceptance by the Contractor of the waivers, satisfactory to the Owner, of final payment shall release the Owner all liens arising out of or filed in and the Engineer, as representatives of connection with the work. the Owner, from all claims and all liability to the Contractor for all 72. FINAL PAYMENT things done or furnished in connection with the work, and every act of the Upon completion o: all of the work under Owner and others relating to or arising this Contract, the Contractor shall out of the work except claims previcusly notify the Engineer, in writing, that he made in writing and grill unsettled. No has completed his part of the Contract payment, however, final or otherwise, and shall request final payment. Upon shall operate to release the Contractor receipt of such notice the Engineer will or his Sureties from obligations order inspect and, if acceptable, submit to this Contract and the Performance bond, the Owner his recommendation as to Payment Bond, and other bonds and acceptance of the completed work and as warranties, as herein provided. to the final estimate of the amount due the Contractor. Upon approval of this final estimate by the Owner and compliance by the Contractor with provisions in Article RELEASE OF LIENS OR CLAIMS, and other provisions as may be applicable, the Owner shall pay to the Contractor all monies due him under the provisions Of of 2se Contract Documents. 73. NO WAIVER 07 RIGHTS Neither the inspection by the Owner, through the Engineer or any of his smplcyeea, nor any order by the Owner fer payment of money, nor Any payment for, or acceptance of, the whole or any r,rt of the wo-k by the Owner or f t f 1 t JAN 1988 22 GENERAL CONDITIONS —J SE22077A SUPPLEMENTARY CONDITIONS GENERAL The Contractor's attention is directed to Division 1, GENERAL REQUIREMENTS, which contairs other special requirements and information that are pertinent to thio project. LOCATION AND DRAWINGS LOCATION The location of the work is shown on the first sheet of the Drawings. DRAWINGS The Drawings for the construction of West Kennydale Sewer Extension consist of 7 sheets, entitled "WEST KENNYDALE SEWER EXTENSION," and dated June 1990. _ REVISIONS TO THE CITY OF RENTON INSTRUCTIONS TO BIDDERS The CITY OF RENTON INSTRUCTIONS TO BIDDERS is hereby revised as follows: Delete paragraphs 2 and 7 in their entirety. Refer to the WASHINGTOZ< INSTRUCTIONS TO BIDDERS for BID SECURITY procedures. REVISIONS AND ADDITIONS TO THE GENERAL CONDITIONS The General Conditions are hereby revised as follows: ARTICLE "ENGINEER" Add the fol)owing: Wherever in these Documents the word "Engineer" appears, it shall be understood to mean the City Director of Public Works or his authorized representative who will perform the Contract administrative and field inspection responsibilities. The firm of CH2M HILL has been duly authorized by the Owner to provide only the engineering design and associated consultation services for the project, as designated by the Owner. SEA22077.B3 JUNE 1990 00825 1 SUPPLEMENTARY CONDITIONS J r MAAM- t F SE22077A ARTICLE "OWNER" Add the following: Wherever in these Documents the word "Owner" appears, it shall be understood to mean the City of Renton, Washington, whose address is 200 Mill Avenue South, Renton, WA 98055. ARTICLE "SPECIFICATIONS" Add the following: The Specifications are written in imperative and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words "shall be" or "shall meet the requirements of" shall be included by inference where a colon is used within sentences ^ or phrases. . . ARTICLE "SPECIFICATIONS" Add the following: STANDARD SPECIFICATIONS W, Wherever in these Contract Documents reference is made to the "Standard Specifications", said reference shall be understood .� as referring to the Standard Specifications for Road, Bridge, and Municipal Construction of the Washington State Department of Transportation and Washington State Chapter of American r� Public Works Association, 1988 edition, which applicable parts are incorporated herein and made a part of these Documents by specific reference thereto. If requirements contained in the Standard Specifications are modified by or are in conflict with supplemental information in these Contract Documents, the requirements of these .� Contract Documents shall prevail. r ARTICLE "SPECIFICATIONS" n "id the following: r FEDERAL, STATE, COUNTY, AND LOCAL STANDARD SPECIFICATIONS .. Where portions of the work traverse or cross federal, state, county, or local highways, roads, or streets, and the agency in control of such property has established standard specifications governing items of work that differ from these Specifications, the most stringent requirements shall apply. r" SEA22077.B3 JUNE 1990 00825 2 SUPPLEMENTARY CONDITIONS V 1. J l� J I SE22077A The Contractor shall comply with all regulations and requirements of the State Highway Department and the County Road Department wherever the work traverses or crosses state or county highways. ARTICLE •DISCREPANCIES AND OMISSIONS" Add the following: Situations where items of work are shown or called for on thc. Drawings but not mentioned in the Specifications shall not be considered inconsistencies subject to application of the .. precedence of parts of the Contract Documents established herein. The Contractor shall provide items and perform work shown or called for on the Drawings but not specified as part of his obligation under the Contract. ARTICLE "ADDITIONAL CONTRACT DOCUMENTS" Replace the Article with the following: The Engineer will provide, upon request, additional complete sets of the Contract Documents for use by the Contractor at the cost stated in the Invitation to Bid. The Contractor may also obtain, on request, from the Engineer full-size sets of the Drawings and by paying the actual costs of reproduction and mailing. Insert the following prior to the first paragraph: The Engineer will provide four complete sets of the Contract Documents free of charge for use by the Contractor. ARTICLE "LINES AND GRADES" Add the following: The Engineer will establish the centerlines of principal structures, roads, pipelines, and facilities, and set bench marks convenient for the Contractor's use as necessary to stake the basic layout. It will be the Contractor's responsibility to lay out the work from the lines set by the Engineer and to transfer elevations from bench marks. Where new construction connects to ;Ling facilities, the Contractor shall check and es ish the exact location prior to construction of the facilities. When the Contractor elects to use the laser beam method of maintaining grade and alignment of the pipeline, the Engineer will establish the centerline and cut-to-flow line of each manhole by means of a stake. In addition, offset stakes -- indicating the cut-to-flow line will be set at each manhole SEA22077.B3 JUNE 1990 00825 3 SUPPLEMENTARY CONDITIONS 1.� J SE22077A and at approximate 200-foot intervals along the line. If the ~ laser beam method is not used, the Engineer will establish the location of the sewers by means of offset stakes set at _ each manhole and at 25-foot intervals, and will indicate cut-to-flow line of each stake. In addition to providing a cut-to-flow elevation on stakes,the Engineer will provide the Contractor with Cut Data Sheets for establishing elevations. In the event of a discrepancy in the cut mark on the stake and the cut data provided, the Contractor shall request clarification from the Engineer before proceeding with the work. In all cases, it shall be the Contractor's sole responsibility to lay out the work from the offset stakes and Cut Data Sheets provided by the Engineer and establish any additional elevations as may be required to carry out the work. The Engineer will not be responsible for any elevations given other than those indicated herein for the sewers. The Contractor shell notify the Engineer in advance of the time when the grade and line will be needed. The Contractor will not be allowed extensions of time or damages because of delays caused by insufficient line and grade, unless the Engineer has been notified 3 days in advance of such need. The Contractor shall provide a competent employee during norril working hours to assist the Engineer, when required, " in checking lines and elevations in the Contractor's layout and for measuring quantities for payment purposes as the work — proceeds. The Contractor shall cooperate with the Engineer -. so that the checking and measuring may be accomplished with the least interference to the Contractor's operations. ARTICLE "CONTRACTOR, AN INDEPENDENT AGENT" AND ARTICLE "SUBCONTRACTING" Add the following: .. All Bidders, includir, general contractors and specialty contractors, shall be registered as Contractors by the State ". Department of Licenses in conformance with the requirements of applicable parts of Chapter 77, RCW (an act providing for .» the registration of contractors). ARTICLE "SUBCONTRACTING" Delete the first paragraph and replace with the following: The Contractor shall submit with his Proposal the names of all subcontractors proposed for the work, including the names SEA22077.83 .TUNE 1990 00825 4 SUPPLEMENTARY CONDITIONS � I J L� J 40 F 1 SE22077A of any subcontractors that were submitted with the Proposal. The Contractor shall not employ any subcontractors to which the Owner may object to as lacking capability to properly perform work of the type and scope anticipated. ARTICLE "INSURANCE AND LIABILITY", SUBARTICLE 'GENERAL LIABILITY INSURANCE (INCLUDING AUTOMOBILE)" Add the followings The amount of General Liability Insurance shall not be less than $1,000,000 per each claim/occurrence, including Bodily _- Injury, Property Damage, and Automobile Liability. AR' 'T,E "INSURANCE AND LIABILITY", SUBARTICLE "BUILDERS RISK ALL RISK INSURANCE" Delete the Subarticle in its entirety. - ARTICLE "INDEMNITY" Add the following: For suits, actions, legal or administrative proceedings, claims, demands, damages, losses, penalties, fines, costs, and expenses caused by or resulting from the concurrent negligence of the Owner and the Engineer or the Owner's or Engineer's agents or employees and the Contractor or the Contractor's agents or employees, in situations where liability for damages arises from claims of bodily injury to persons or damage to property, the preceding indemnity provision shall be valid and enforceable only to the extent of the Contractor's negligence. Contractor acknowledges that by entering into a contract with Owner, he has mutually negotiated the above indemnity provision with the Owner. Contractor's indemnity and defense obligations shall survive the termination or completion of the Contract and remain in full force and effect until satisfied in full. _ SEA22077.B3 JUNE 1990 00825 5 SUPPLEMENTARY CONDITIONS J SE22077A r ARTICLE "TAXES AND CHARGES" Add the following: ^ The Contractor shall collect from the Owner and remit to the state, retail sales tax on the Contract amount as required by the laws, statutes, and regulations of the State of Washington and its political subdivisions. The Owner will claim any exemption from retail sales tax authorized by law. The Contractor shall pay all other federal, state, and local sales, use, and other taxes applicable to the work and the Contractor's activities under the Contract. The Contractor shall withhold and pay any and all sales and use taxes and all withhclding taxes, whether sta.- or federal, and pay all Social Security charges and also all State Unemployment Compensation charges, and pay or cause to be withheld, as the case may be, any and all taxes, charges, or fees or sums whatsoever, which are now or may hereafter be required to be paid or withheld under any laws. ARTICLE 'REQUIREMENTS OF STATE LAW FOR PUBLIC WORKS PROJECTS" Add the following: When the Contract Documents concern public works of the state or any county, municipality, or political subdivision created by its laws, the applicable statutes of the State of Washington shall apply. For this reason, the following chapters of the Revised Code of Washington, to include the latest additions and revisions, are incorporated by reference as parts of these Contract Documents: A. 39.12 (concerning the prevailing wage rates to be paid to journeymen and apprentices on public works, the certificates required by the state in contracts for public works, the arbitrator in cases of dispute of ^ wages, and the penalties involved if these statutes are y violated) . The Contractor shall pay not less than the prevailing rate of wages in accordance with Washington RCW 39.12.020. Certificates of wage rayments by the Contractor shall be submitted to the Department of Labor, with a copy to the Owner, in accordance with _ RCW 39,12.040 and shall pay all fees associated therewith. Wage certification forms shall be provided by the Contractor. No workman, laborer, or mechanic employed in the performance of any part of this Contract shall be paid less than the "prevailing rate of wage" as determined by �. SEA22077.B3 JUNE 1990 _ 00825 6 SUPPLEMENTARY CONDITIONS 1. J r , AL I SE22077A the Industrial Statistician Of the Department of Labor and Industries. The schedule of the prevailing wage rates for the locality or localities where this Contract will be performed is by refe=ence made a part of this Contract as though fully set forth herein. In case a dispute arises as to what are the prevailing rates of wages for work of a similar nature and such dispute cannot be adjusted by the parties in interes^, - including labor and ma..agement representatives, the matter shall be referred for arbitration to the Director of the Department of Labor and Industries of the State, _ and his decision therein shall be final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39.12.060, as amended. The Owner does not yuarantee that labor can be procured for the minimum wages in the wage scale. The rates of wages listed are minimum only, below which the Contractor cannot pay, and they do not constitute a representation that labor can be procured for the minimum listed. The Contractor shail ascertain for himself the wages above ...a minimum set forth that he may have to pay. B. 49.28 (con, . '.ng the definition of a working day, emergency .time provisions, the penalties and - - cancellation of Contracts for violation of these statutes). ... It is understood and agreed that all parties to this Contract shall determine the contents cf these applicable statutes and comply with their provisions throughout the performance of the Contract. ARTICLE "CODES, ORDINANCES, PERMITS, AND LICENSES" Add the following: PERMITS FOR WORK IN RENTON A City of Renton Business License is required for the work. It shall be the Contractor's responsibility to secure all necessary permits prior to starting any construction. SEA22077.63 JUNE 1990 00825 7 SUPPLEMENTARY CONDITIONS J r I SE22077A ARTICLE "SAFETY" Delete the third paragraph and substitute the following: Observation of the progress and quality of the work and other review of the construction that the Engineer may make is not intended to include a review or approval of the adequacy of the Contractor's safety supervisor, the safety program, or any safety measures taken in, on, or near the construction site. ARTICLE 'MATERIALS AND APPLIANCES" Add the following Subarticle: STANDARDIZATION AND UNIFORMITY OF EQUIPMENT AND CERTAIN MATERIALS ` To ensure standardization and uniformity in all pr is of the work under this Contract, like items of equipment shall be the products of one manufacturer. Like items of certain materials shall be the products of one manufacturer. Uniformity in like equipment items is required in order to provide the Owner with interchangeability capabilities, simplified spare parts inventory, and standardized maintenance programs and manufacturers' services. The Contractor shall inform his suppliers and subcontractors .. of these requirements, and shall provide the necessary coordination to accomplish the standardization specified. A:.lICLE "SCHEDULES AND PROGRESS REPORTS" Add the following: PRECONSTRUCTION CONFERENCE Within 20 days following Execution of Contract but before Contractor starts work at the site, a conference attended by Contractor, Engineer, a representative of the Washington State Department of Transportation, and others as appropriate, will be held to discuss scheduling requirements, procedures for handling shop drawings and other submittals, procedures for processing Application for Payment, and to establish a working understanding among the parties to the work. Add the following: The progress schedule shall slow the est'mated payment demand for each month, which shall be updated . nthly. SEA22077.B3 JUNE 1990 OOB25 B SUPPLEMENTARY CONDITIONS J J SE22077A Add the following Subarticle: CRITICAL PATH METHOD FOR SCHEDULING Prior to the preconstruction conference, the Contractor shall - prepare and submit to the Engineer, his material delivery and construction progress schedule using the Critical Path Method (CPM). The CPM shall provide a workable plan for monitoring the progress of all elements of the work, establish the critical elements of work, and forecast potential problems in maintaining the specified completion dates. - Information on the CPM shall be maintained current by the Contractor at all times. The Critical Path shall be clearly identified and the updated CPM shall be submitted to the Engineer at the end of each month during the Contract period; or submitted at such other times as deemed necessary by the Engineer. Any contingency within the schedule, i.e. , a difference in time between the project's early completion and required Contract completion date and float in the Overall Schedule, - will belong to the project and not to the parties to the Contract. The Contractor shall not sequester shared float through such strategies as extending duration estimates to consume available float time or extensive crew/resource sequencing, etc. ARTICLE "OWNER'S RIGHT TO TRANSFER EMPLOYMENT" Delete in its entirety and add the following: OWNER'S RIGHT TO TERMINATE CONTRACT Ir the Contractor refuses or fails to prosecute the work or any part thereof, w--th such diligence as will ensure its completion within the time specified in this Contract, or any extension in writing thereof, or fails to complete said work within such time, or if the Contractor shall be adjudged a bankrupt, or if he s�Duld Wake a ge.,eral assignment for the benefit of his creditors, or if a rec-iver shall be appointed on account of the Contractor's insolvency, or if he or any of his 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 30 days after the serving of such notice, such violation or noncompliance of any provision of the Contract shall cease and satisfactory arrangement for the correction thereof be made, this Contract, shall, upon the SEA22077.83 JUNE 1990 00825 9 SUPPLEMENTARY CONDITIONS SE22077A expiration of said 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 30 days after the serving upon it _ of such notice of termination does not perform the Contract or does not commence performance thereof within 15 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. - ARTICLE 'DELAYS AND EXTENSION OF TIME" Add the following: No extension of time will be granted the Contractor for delays to parts of the work which are not on the critical path defined in the Contractor's submitted schedule unless the delay exceeds the float time available on the path which contains the delayed item of work. .- ARTICLE 'PAYMENT FOR CHANGE ORDERS" Delete SUBARTICLE 'A. UNIT PRICES" and replace with the .. following:A. UNIT PRICES Those unit prices stipulated in the Proposal shall be utilized where applicable. The unit price of an item shall be subject to reevaluation and equitable adjustment upon demand of either party whenever the total cost of a - Particular unit price item amounts to 5 percent or more of the Contract price and the variation i„ the quantity of that particular unit price item performed by Contractor differs by more than 20 percent from the estimated quantity of such item indicated in the - Proposal. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 20 percent or below 80 percent of the estimated quantity. .- SEA22077.B3 JUNE 1990 _ 00825 10 SUPPLEMENTARY CONDITIONS L� J 1 � l i _. SE22077A If the quantity variation is such to cause an increase in the time necessary for completion, the Contractor may submit to the Engineer, in writing, a request or an extension of time, within 10 days from the beginning of the delay, or within such further period as may be granted by the Engineer before the date of Final Payment. Upon receipt of a written request for a time e-tension, the Engineer shall ascertain the facts and make an adjustment for extending the completion date as ir, the opinion of the Engineer is justified. ARTICLE "PAYMENT FOR CHANGE ORDERS", SUBARTICLE C. "COST _ REIMBURSEMENT WORK" In subparagraph C3, delete 05100" and substitute "$500". Following subparagraph C5, delete the next two subparagraphs and replace with the following: In addition to the actual costs in items 1 through 5 above, there shall be added the following fixed fees for the Contractor or subcontractor actually performing the work: A. A fixed fee of 20 percent of the cost of Item 1 above, B. A fixed fee of 15 percent added to the cost of Items 2 and 3, above and C. A fixed fee of 6 percent added to the c,st of Items and 5 above. An additional fixed fee of 10 percent shall tie allowed the Contractor for the administrative handling of portions of the _ work that are performed by an approved subcontractor. No additional fixed fee will be allowed for the administrative handling of work performed by a subcontractor of a subcontractor, unless by written permie ;ion from the Owner. ARTICLE "PARTIAL PAYMENTS" SUBARTiCLE "ESTIMATE" Delete the second paragraph and substitute the following: The Engineer will review the payment request within 7 days and will calculate the amount due the Contractor by deducting the retainages and the amount of all previous partial payments made to the Cortractor, and indicate is writing to the Owner a recommer•lation for payment. The Engineer will indica , in writing, reasons for recommending payment o*her than as requested by the Contractor. Add the following: SEA22077.P3 JUNE 1990 00825 11 SUPPLEMENTARY CCNDITIONS J t Imlvj� SE22077A By recommending any such payment Engineer will not thereby be deemed tu have represented that exhaustive or continuous onsite inspections have been made to check the quality or the _ quantity of the work beyond the responsibilities specifically assigned to Engineer in the Contract Documents or that there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or Owner to withhold payment to Contractor. ARTICLE "PARTIAL PAYMENTS" Delete Subarticle "DEDUCTION FROM ESTIMATE" in its entirety and subs�,itntc the following: DEDUCTION FROM ESTIMATE The Owner will deduct and retain not more than 5 percent of the moneys due the Contractor, said amounts to be held and treated in accordance with the provisions of RCW 60.28. ARTICLE "PARTIAL PAYMENTS" SUBARTICLE "PAYMENT" f.dd the following: - Partial payments will be made payable t� the Contractor 20 days after the council meeting scheduled for approval of � such payments. The Contractor shall be required to complete and submit the •' following documents before progress payments to the Contractor will be approved by the Public Works Director: Ea, i Month - Department of Labor Standard Form 251 The Owner will furnish these forms to the Contractor during the prec< astruction confez,nce. ARTICLE "PARTIAL PAYMENTS" SUBARTICLE "E. PAYMENT" Add the following to the end of the Subarticle: ~ Partial payments shall be conditional upon prosecution of the work in accordance with the provisions f the Contract and, on Contracts for any public work in the State of Washington, upon filing with the Owner by the Co. rector the wage certification form required by RCW 39.12.040. "+ ARTICLE "FINAL PAYMENT" .. Delete Article in its entirety and replace with the following: .v SEA22077.B3 00825 JUNE 1990 12 SUPPLEMENTARY CONDITIONS V J R SE22077A FINAL PAYMENT Upon completion of all of the work under this Contract, the Contractor shall notify the Engineer, in writing, that he has completed his part of the Contract and shall request final payment. Upon receipt of such request, the Engineer will inspect and, if acceptable, submit to the Owner his recommendation as to acceptance of the completed work and as to the final estimate of the amount due the Contractor. Upon approval of this final estimate and upon final acceptance of the work under this Contract, the Owner will notify the Department of Revenue of the completion of said Contract. Provided the Department of Revenue certifies there are no taxes or penalties due and owing from the Contractor; and there are no other known claims or liens against the retained funds, and further provided the terms of Article RELEASE OF LIENS OR CLAIMS are in compliance, the Owner will pay to the Contractor the balance of monies due under this Contract in accordance with RCW Title 60.28. In the event unsatisfied claims or liens for taxes, material, labor, and other services are known to exist, an amount will be further withheld from the retainage sufficient to satisfy the settlement of such claims and liens, including attorney's fees incurred, and the remainder will be released from escrow, or released from the retained funds and paid to the Contractor. On Contracts for public works, final payment of the retained percentage will not be made until after the Contractor has filed with the Owner the affidavit required by RCW 39.12.040 certifying that he has paid not less than the prevailing rate of wages. Before final payment, the Contractor shall also submit an affidavit of the amounts paid to minority business enterprise and/or women business enterprise participants, on the form provided by the Owner. SEA22077.B3 JUNE 1990 00825 13 SUPPLEMENTARY CONDITIONS 1.� J I , IF- -� i INSTRCCTIONS FOR FILING L`fPLOY"—rN7 CTP 1'-'4TION REPORT (CITY OF Rl1TON) The Deployment Dtllirat. •n Repo:-t is to to 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 'he caret of the contract, and they shall include the total work-bourn vorkad on the project for each employee lava2 in each designated trade for the entire reporting period. The prise contractor shall submit a report for its work force and shall collect and submit reports for each subrantractcr's work force to the Compliance Agency that is funding their construction project. Reporting Period . . . . . . . . . . . Salf-explanatory CnMP1lAnce Agency . . . . . . . . . . City of Renton (administarimg dapa^anent) Contractor . . . . . . . . . . . . . . Any contractor who has a qualifying conatrtictiw contract with the City of Renton. 1. Company's Navas . . . . . . . . . . Any contractor or subcontractor who has a qualifying contract. I. Trade . . . . . . . . . . . . . . Only those crafts covered under applicable EEO bid conditions. 1. Work-hours of Employment . . . . . The total numb-r of hours vorkad by all employees in each clualflci.tlon; %be total numbar of hours worked by each *minority group in esch classification and the total work-hours for ell woman. ClasaificAtlon . . . . . . . . . . The level of accomplishment or status of the vorker in the trade. (C - Craftvnrkar - Qualified. Ap a Apprentice, Tr - Trainee). :. Percent of minority work- hours of total wrk-hours . . . . The mere antage of total mlwrt ty vork-hours worked of all wrk-hourt vorked. (The net of columns b, c, d and a divided by column a.) S. Total Number of Minority Raployaas . . . . . . . . . . . . Number of minority employes$ vork ug in contractor's aggravate work force during reporting period. d. Total Number of Employaaa . . . . Number of all eagQoyeas working in contractor's aggregate work force during reporting period. e Minority is defined as including Blacks, Hispania, American Iadisy and Asian end Pacific Islanders - both men and worn. CONTRACTCR/SUHCONT RACTOR `'C RFPORTING PERIOD MONTHLY MANPOWER UTILIZATION REPORT . .► ♦ Month: Year: 7t, be 0,—Ittad to the Clty's Project Goals and Timetablas as covitte, Engineer during the lot weak of folloW'sg �� in Contractor's Affirmative oth While conirart is In programs. Prima 'v Action Plan If contractor is responsible for ob`ag and cr per CitY's Plan 9.1 ,ubmitting all Subcontractor PAPOrts, — T0: (stet eso leeocrto of GOWN," Heetr 3'st.) From: (tYs re lemlee of rttectst) . is "port a mquirood by Executive r 11246. Soction 203. r&jIurq to report can "suit in sanctions which include suspansion, termination, cancellations or debarment of contract. •.3' e 5. b. 1, W_ tbtol etal Were, aoe» of moplereont (see toetnete) rity number Nr s[ o[ LLur s• .• .• or I I [apbY lU- r. uloN d1 utsl tap3tY" o1 ties- a t- W/n ett 08 taepony'0 some, II.D. T*`a• eLne 7st sLelc wit LeLro le wit r if if Ao Tr IL t Tr I if I upaep oY 't Saatture . .e oste JL6064 J..abt- (lnela0o fret Coat) Rev. 11/77 (•Males a Pesolu, --mincrities a Ron-minoriciea) Page of 7/80 (Submittal Roq"reenv a CitY's G041s/Timtablse) I- _J t CERTIFICATION OF PAYMENT OF :'REVAILING WAGES Date: Project CAC No. This is to certify that the prevailing wages have beenepa t id to our employees and our subcontractors' employees for Pay of In accordance with the Intent Preval7ng—W ed with the Washington State Depak tment of Labor G Industries. Company Name By Title I ENVIRONMENTAL REGULATIONS LISTING REQUIREMENTS FOR THE PREVENTION OF ENVIRONMENTAL. POLLUTION CES In accordance with the provisions of Chapter 62, Laws of 1973, H.B. 621, the Contractor shall secure any permits or licenses required by, and comply fully with all provisions of the follow- ing laws, ordinances, and resolutions: Xin Count Ordinance No. 1527 requires Building and Laced sve opmsnt avlaaon and Hydraulics Division review of grading and filling permits and unclassified use permits is 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. Revvew by Hydraulics Division. King Count Ordinance No 800 No. 900 , No. 1006 and Resolution Ao:T77 ZI33S Ao: 3. an o. Zd contained n &in& Lounty Code Titles a and 10 are provisions or disposi- tion of refuse and litter in a licensed disposal site and pro- vide penalties for failure to comply. Review by Division of Solid Waste. P�u et�Sound Air Pollution Control A enc Re ulation I: A regu- atl—ion io centre the emission o ear contaminants iron 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 1. R.C.W. 90.48: Enacted to maintain the highest possible standards to ensure t e purity of all water of the State consistent with public health and public enjoyment thereof, the propagation and protecting of wildlife, birds, same, fish, and other aquatic , fe, and the industrial development of the State, and to that and 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 85,000/day for each violation. R.C.W. 70.95: Establishes uniform statewide program for handling so a 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. — _J r— i WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.M. 76.04.370; Provides for abatement of additional fire haz- er (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.N. 76.04.010: Defines terms relating to the suppression or a atement o crest fires or forest fir• r..nditions. R.C.M. 70.94.660: Provides for issuance of hurting permits for abating or prevention of forest fire hazards, instruction or silvicultural operations. R.C.M. 16.04.310: Stipulates that everyone clearing land or clearing right—Of—Way shall pile and burn or dispose of by other satisfactory means, all forest debris cut thereon, as rapidly as the clearing or cutting progresses, or at such other times as the department may specify, and in compliance with the law requiring burning permits. R.C.M. 78.44: Laws governing surface mining (including sand, grave , stone, end earth from borrow pits) which provide for fees and permits, plan or operation, reclamation plan, bonding, and inspection of operations. M.A.C. 332-18: Delineates all requirements for surface mined lane rec amacion. M.A.C. 332-24: Codifies requirements of A.C.M. 76.04 pertaining to ,a clearing and burning. U. S. ARMY CORPS OF ENGINEERS Section. 1 of the River and Harbor Act of Juno 13 1902: Author- izes Secretary o rmy as ors o: Engineers to issue permits to any persons or corporation desiring to improve any navigable river at their o+n expense and risk upon approval of the plans and specifications. Section 404 of the Federal Water Pol.ution Control Act (PL92-SOO 36 tat. O) : AAuthorizes the secrotary o t e Arm;, acting t roug t e Corps of Engineers, to issue permits for the discharge ci dredged or fill material into the navigable waters at specified disposal sites. Permits may be denied if it is determined that such dischrrge will have adverse effects on municipal water supplies, shall fish beds and fishery areas and wildlife or recreational areas. MISCELLANEOUS FEDERAL LEGISLATION Section 13 of the River and Harbor Act a roved March 3 1899: roviaes that isc arge o rerun• wi out a permit into Haul{able water- is prohibited. Violation is punishable by fine. Any citi- %an m file a complaint with the U. S. Attorney and share a por- tion w_ the fine. .2- L.__ J -- -� PERMITS REQUIRED FOR THE PROJECT AF.E AS FOLLOWS: LILAC COUNTY BUILDING AND LAND DEVELOPMENT DIVISION Lin County Resolution No. 25789 requires an unclassified use permlt or filling, quarrying ncludirg 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 1171 requires ■ permit for construction on State sire Ines. ermit acquired by Public Works and reviewed by Building and Land Development Division. Lin Count Ordinance No. 1488 requires permit for grading, land i . s, grave ptts, umping, quarrying and mining operations except on County right-of-way. Review by Building and Land Develop- ment Division. WASHINGTON STATE DEPARTMENT OF FISHERIES AND GAYE Chpter 112 Laws of 1919: Requires hydraulics permit on certain protects. tng ounty epartment of Public Works will obtain.) MASHINGTON STATE DEPARTMENT OF ECOLOGY N.A.C. 173-220: Requires a National Pollutant Discharge Elimination 3—Ys—t—em--MV= permit before discharge of pollutants from a point source into the navigable waters of the State of Washingt.,n. M.A.C. 372-24: Permit to discharge commercial or iudus:rial waste waters—into State surface or g,uund water (such as gravel washing. pit operations, or any operation which results in a discharge which contains turbidity.) N.A.C. 508.12-100: Requires permit to use surface waxer. W.A.C. SOB-12-190: Requires that changes to permits for water use be reviewed by the Department of Ecology whenever it is desired to change the purpose of use, the place of use, the point of withdrawal and/or the diversion of water. W.A.C. SOB-12-220: Requires permit to use ground water, N.A.C. SOB-12-260: Requires permit to construct reservoir for water storage. W.A.C. SOB-12-280: Requires permit to construct storage dam. M.A.C. SOB-60: Requires permit to construct in State flood contro zone. Ling County Public Works secures one for design. Contractor secures one for his operation (false work design, etc.) . -3- d�_ wM.— at i PERMITS REQUIRED FOR THE PROJECT - Continued WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES R.C.M. 76.04.1S0: Requires burnin,+, permit for all fir ea except or sma out oor fires for recrea,,ional purposes or yard debris disposal. Also the Department of Natural Resources reserves the right to restrict burning under the provisions of R.C.N. 76.04.1S0, 76.04.170, 76.04.1an, and 70.94 due to extsre fire heather or to prevent restriction of risibility and excessive air pollution. R.C.N. 76.08.030: Cutting permit required before cutting merchant- a F re—tam rer. R.C.M. 76.08.27S: Operating permit required before operating Tower equipment in dead or down timber. R.C.M. 78.44.080: Requires permit for any surface mining opera- ion mac u ang sand, gravel, stone, and earth from borrow pits) . UNITED STATES ARMY CORPS OF ENGINEERS Section 10 of River and Harbor Act of March S 1899: Requires permat or consiructioa (other t an ra gem, see U. S. Coast Guard administered permits) on navigable waters (King County Department of Public works will obtain) . FIRE PROTECTION DISTRICT R.C.M. 52.28.010 52.28.020. 52.28.030 52.28.040 S2.28.050: nova es wtnon ty tor, requirements o an peas lies or failure to secure a fire permit for building an open fire wi".in a fire protection district. UNITED STATES COAST GUARD Section 9 of River and Harboi Act of March 3 1899 General Bridge ct o arc an enera ri a ct o as amen e u¢ust squares a permit or constrvctaon o raugean naviga�Ie raters (King County Department of Public Works will obtain}. Cing 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 Section 9.02(d) (2) (111) of Re¢ulation Request for verifica- i an o popu ataon 3rnsity. oniractor should be sure his opera- tions are n compliance with Regulation I, particularly Section 9.02 (outdoor fires), Section 9.04 (particulate matter--dust) , and Section 9.1S (preventing particulate matter from becoming airborne;. 4 -1 PERMITS REQUIRED FCR THE PROJECT - Continued ENVIRONMENTAL PROTECTION AGENCY Yitle 10 Lhx ter Ic Part 61: Requires that the Environmental rotect on goncy be notified S days prior to the demolition of any structure containing asbestos material (excluding residential structures having fever than S dwelling units). The above requirements will be applicable only where called for 2n 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 Iing County Administration Building, Seattle, Washington, 98104. It shall be the responsibility of the Con- tractor to familiarise himself with all requirements therein. All costs -rswlting therefrom shall be included in the Bid Prices and no ads•., vnal compensation shall be made. All permits 311 be �vsilable at construction site. 1 I � 'S PART C SPECIFICATIONS � _l I SE22077A SECTION 01010 SJTKMARY OF WORK PART 1 GENERAL 1.01 SECTION INCLUDES A. This section describes the project and the work to be - performed under this Contract. Detailed requirements and exten, of work are stated in applicable Specification sections and shown on the Drawings. 1.02 ORGANIZATION AND INTERPRETATION OF CONTRACT DOCUMENTS A. Specifications and Drawings included in these Contract Documents establish the performance, quality requirements, location and general arrangement of materials and equipment, and establish the minimum standards for quality of workmanship and appearance. I I B. Specification sections have not been divided into groups for work of subcontractors or various trades. Should there be questions concerning the applicability or interpretation of a -� particular section or part of a section or Drawing, direct quest:ons to the Engineer. C. A part of the work that is necessary or required to make each installation satis!actory and operable for its intended purpose, even though it is not specifically included in the Specifications or on the Drawings, shall be performed as incidental work as if it were described in the Specifications and shown ou the Drawings. -- 1.03 WORK BY 0 A. The Owner arded a contract for the construction of RENTON WE!,L 1,UMP STATION. This construction will take place on the Well 5A site as shown on the Drawings. 1.04 DESCRIPTION OF PROJECT A. General: 1. The project consists of approximately 1,377 feet of gravity sanitary sewer pipeline and appurtenances. Upon completion, the project will allow activation of an existing dry sewe? in Jones Avenue N.E. , and will provide sanitary sewer service for several existing residences now using septic tanks and for the Well 5A Pump Station. y In addition to conventional cut and cover pipeline construction, the project includes approximately 140 feet SEA22077.B3 JUNE 1990 01010 1 SUMMARY OF WORK J Mill r� f" I SE22077A i 44'AJ'.C,i rawer pipeline installed in a bored and jacked 1:Cao: •-nais.y. IN ' 'niTi. for shall, except as otherwise specifically st--ted In applicable parts of these Contract Documents, r nviie and pay for labor, materials, equipment, tools, - construction equipment, facilities, and services necessary for groper execution, testing, and completion of the work. •- 1.05 LIST OF DRAWINGS Sheet Number Sheet Title 1 TITLE SHEET, LOCATION MAP, INDEX TO .. DRAWINGS - 2 GENEIAL NOTES, DETAILS _ 3 PLAN AND PROFILE, STA 0+00 TO STA 4+20 4 PLAN AND PROFILE, STA 4+20 TO STA 8+20 .- 5 PLAN AND PROFILE, STA 8+20 TO STA 11+83 6 PLAN AND PROFILE, NE 27TH COURT 7 MISCELLANEOUS DETAILS PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) PART 4 PAYMENT — ..01 GENERAL A. Payment for work in this section will be included as part of _ the lump sum bid or appropriate unit prices stated in the Proposal. IY" ' !i r• SEA22077.B3 JUNE 1990 _ 01010 2 SUMMARY OF WORK (� A 'Y � Y �! �! .�. �i■ram,��'-�`���.�"S�rn �ilC��� I ' SE22077A SECTION 01040 COORDINATION AND RITE CONDITIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Requirements for coordinating and sequencing the work under the Contract with other contracts, and requirements regarding existing site conditions. B. Requirements for cutting and patching of new and existing work. 1.02 JOBSITE COORDINATION i A. Coordination with Other Work: The project work shall be coordinated with the following work: 1. The Owner has contracted with Harbor Pacific Construction " for the construction of the Well 5A Pump Station, City Project Number W-888. This project will be under construction for the entire duratio; of the West Kennydale Sewer Extension. 2. Coordination with Harbor Pacific Constriction will be required for the following items at minimum: a. Access to the project alignment from the south. b. Availability of the sanitary sewer manhole, which is -- the southern terminus of this project. 1.03 SUBMITTALS A. Contractor shall submit the following information as applicable to coo_dination activiti: s: 1. Subsurface Information and Utilit s: a. Records or logs of brings or test holes nude by Contractor, if any. -- b. Results of exploratory excavations made to verify locations and nature, shape, dimensions, etc., of existing utilities and facilities; where possible, ._ indicate this information on clean copy of Contract Drawings. C. Records of maintenance performed on existing utilities and facilities, and copy of utility company 1 authorizations. ! J 2. Field Relocation: Clearly show proposed relocation of i new or existing facilities, or related work affected by the relocation, on clean copy of the Contract Drawings ., and submitted prior to performing the relocation. J SEA22077.B3 JUNE 1990 01040 1 COORDINATION AND ! SITE CONDITIONS i J SE22077A 3. Easements. Copy of easements and other agreements obtained from utilities and property owners as required to carry out the work. 4. Connecting Work: Proposed methods of connecting new work _ to existing facilities, where not shown or specified. 5. Cutting and Patching: a. Written notice requesting consent to perform cutting which may affect structural safety or normal functioning of existing facilities. b. Cost estimate before proceeding with cutting and patching, where such work is not included in these Contract Documents. C. Recommendations indicating changed conditions, alternative materials or methods, time when uncovered work may be observed, and other information necessary to evaluate substitutions when work conditions _ necessitate change of materials or methods. 1.04 SITE CONDITIONS ` A. Information On Site Conditions: 1. General: Information obtained by the Owner regarding site conditions, topography, subsurface information, groundwater elevations, existing construction of site facilities as applicable, and similar data will be provided to all prospective Bidders. Neither the Engineer nor the Owner assumes any responsibility for its accuracy or completeness or for the Contractor's interpretation of such information. — 2. Topographic maps are included in the Drawings. 3. Profile Elevations: a. Existing ground profiles shown on the Drawings were _ taken from a topographic map drawn with a contour interval of 2 feet with supplementary spot elevations to the nearest half foot. b. Where measurement of cuantities depends on elevation of existing ground, elevations obtained in the field will be compared with those shown on the Drawings. Variations of 1 foot or less will be ignored, and the — profiles shown on the Drawings will be used. Variations greater than 1 foot will be compensated for by holding the shape of the drawn profile but shifting each end vertically upward or downward by the amount of the variation. B. Existing Utilities: I.. Location: a. Known utilities and facilities adjacent to or within the work area are shown on the Drawings. The locations shown are taken from existing records and SEA22077.B3 TUNE 1990 _ 01040 2 COORDINATION AND SITE CONDITIONS d • J W�fi'e Lrr +j IML SE22077A the best information available from existing utility plans; however, it is expected that there may be some discrepancies and omissions in the locations and quantities shown. Those shown are for the convenience of the Contractor only, and no responsibility is assumed by either the Owner or the Engineer for their accuracy or completeness. b. Contractor shall exercise reasonable care to verify locations of utilities and facilities shown on the -- Drawings and to determine the presence of those not shown. Immediate and adjacent areas where excavations are to be made shall be thoroughly checked by visual examination for indications of undergrcund facilities, and also checked with electronic metal and pipe detection equipment. Where there is reasonable cause to verify the presence or absence of an underground facility, make exploratory excavations prior to proceeding with major excavation in the area. 2. Contractor's Responsibilities: a. Where Contractor's operations could cause de- Age or inconvenience to railway, telegraph, telephone, television, power, oil, gas, water, sewer, or irrigation systems, the Contractor shall make arrangements necessary for the protection of these utilities and services. Replace existing utilities removed or damaged during construction, unless otherwise provided for in these Contract Documents. b. Notify utility offices that are affected by construction operations at least 48 hours in advance. Under no circumstances expose any utility without first obtaining permission from the appropriate agency. Once permission has been granted, locate, expose, and provide temporary support for the utilities. C. Utility poles less than 10 feet from the trench centerline will be removed or protected by the Owner at its expense. Protect all other poles from damage. If interfering utility poles will be encountered, notify the Engineer at least 48 hours in advance of construction operations to permit necessary arrangements with the utility company for protection _ ox relocation of the interfering poles. . d. Contractor shall be solely and iirectly responsible to owner and operator of such properties for damage, injury, expense, loss, inconvenience, delay, suits, actions, or clams of any character brought because of injuries or damage which may result from construction operations under this Contract. _ e. Neither Owner nor its officers or agents shall be ' responsible to Contractor for damages as a result of i SEP.22077.93 JUNE 1990 01040 3 COORDINATION AND - SITE CONDITIONS 1 - SE22077A Contractor's failure to protect utilities encountered in the work. f. In event of interruption to domestic water, sewer, storm drain, or other utility services as a result of accidental damage due to construction operations, promptly notify the proper authority. Cooperate with said authority in restoration as promptly as possible and pay for repair. Prevent interruption of utility -- service un),ss granted by the utility owner. _ g. In the event Contractor encounters water service lines that interfere with trenching, obtain prior approval of the water utility, cut the service, dig through, and restore service to previous conditions — using equal mat:rials. h. Drainage culverts at or near right angles to a pipeline, and removed by the Contractor, shall be _ replaced in kind as specified in Section TRENCH EXCAVATION AND BACKFILL. - 3. Names of Known Utilities: Notify the following applicable utilities if conflicts or emergencies arise during the work: Name of Utility Res^rnsible Authority Telephone No. Water, sewer, 4 Mike Benoit, City of 235-2631 ` storm sewer Renton, Dept. of _ Public Works Street lights s City of Renton, 235-2620 traffic control Engineering Gas Washington Natural Gas 622-6767 Telephone U.S. West Communica- 1-800/424-5555 tions Power Puget Sound Power and 255-2464 ` Light C. Interfering Structures: 1. Take necessary precautions to prevent damage to existing structures whether on the surface, aboveground, or underground. An attempt has been made to show major structures on the Drawings. While the information has been compiled from the best available sources, its completeness and accuracy cannot be guaranteed. 2. Protect existing structures from damage, whether or not _ they lie within limits of easements obtained by the Owner. Where existing fences, gates, barns, sheds, - buildings, or other structure must be removed to properly carry out work, or are damaged during work, restore them S"'.2207', JUNE 1990 0i,)40 4 COORDINATION AND SITE CONDITIONS i EV- SE22077A to original condition and to the satisfaction of prcperty owner. 3. Contractor may remove and replace in equal or better than original condition, small structures such as fences, mailboxes, and signposts that interfere with Contractor's operations. D. Field Relocation: 1. During construction, it is expected that minor relocations of proposed facilities will be necessary. Make such relocations only by direction of the Engineer. If existing structures are encountered that prevent construction as shown, notify the Engineer before continuing with work so Engineer may make necessary field _ revisions. 2. Where shown or directed by and acceptable to the Engineer, provide relocation of existing facilities to include piping, utilities, equipment, structures, electrical conduit wiring, electrical duct bank, and other miscellaneous items. Use only new materials for relocation of existing facilities. Match materials of existing facilities, unless otherwise shown or specified. Perform relocations to minimize downtime of existing facilities. Install new portions of existing facilities in their relocated position prior to removing existing facilities, unless otherwise accepted by Engineer. - Comply with cutting and patching requirements in this section. E. Monuments and Markers: Preserve and protect survey monuments and markers throughout construction. If damage occurs or removal becomes necessary, immediately notify Engineer and restore monument or marker to original condition. F. Easements: 1. where portions of work will be located on public or private property, easements and permits will be obtained -- by Owner. Easements will provide for use of property for construction purposes only to the extent indicted on easements. Copies of these easements and permits will be _ available from Engineer for inspection. Contractor shall determine the adequacy of easements obtained and abide by easement provisions. Confine construction operations to within easement limits or make special arrangements with property owners or appropriate public agency for additional area required. 2. Before final payment will be authorized, Contractor shall furnish the Owner written releases from property owners Dr public agencies where side agreements or special i ., easements have been made, or where Contractor's SEA22077.87 JUNE 1990 j 01040 5 COORDINATION AND SITE CONDITIONS i d� r'— mom, r �r I SE22077A operations have not been kept within the Owner's construction right-of-way. 3. In the event Contractor is unable to secure written - releases, inform the Owner of the reasons. a. Owner or its representatives will examine the site, and Owner will direct Contractor to complete work that may be necessary to satisfy terms of the easement. b. Should Contractor refuse to do this work, Owner reserves the right to have it done by separate - contract and deduct the cost of same from the Contract amount, or require the Contractor to furnish a satisfactory bond in a sum to cover legal claims _ for damages. C. When Owner is satisfied that work has been completed in agreement with the Contract Documents and terms of easements, the right is reserved to waive the requirement for written release if: 1) Contractor's failure to obtain such statement is due to the grantor's refusal to sign, and this - refusal is not based upon any legitimate claims that Contractor has failed to fulfill the terms of the easement, or _ 2) Contractor is unable to contact or has had undue hardship in contacting the grantor. - 1.05 PROJECT MEETINGS A. Preconstruction Conference: See Section PROGRESS SCHEDULES and the Supplementary Conditions. _ B. Progress Meetings: Engineer will schedule regular progress meetings to review work progress, schedules, and other matters needing discussion and resolution. 1.06 SEQUENCE OF WORK A. Shutdown of Existing Facilities: 1. Continuous operation of Owner's facilities is of critical importance. a. Schedule and conduct activities to enable existing facilities to operate continuously, unless otherwise specified. b. Conduct work outside normal working hours as may be necessary to meet project schedule and avoid undesirable conditions. 2. Provide 5 days advance notice to Engineer of need to shut down a process or facility. Do not proceed with work affecting a facilii ,'s operation without obtaining Engineer's advance approval of the need for, and duration of, such work. SEA22077.B3 JUNE 1990 01040 6 COORDINATION AND SITE CONDITIONS J e} SE22077A id B. Time of Work: 1. Work on the I-405 right-of-way shall be restricted to the hours between 9:00 a.m. and 3:30 p.m. and no work shall be allowed on the right-c`.-way on Saturdays, Sundays, or holidays unless otherwise authorized by the Washington State Department of Transportation. All requests for su.h authorization shall be made through the Engineer. 2. Elsewhere on the project, work shall be restricted to the 1 hours between 7:00 a.m. and 3:30 p.m. Monday through Friday. No work shall occur outside of these hours without the permission of the Engineer. C. Overtime Notice: If Contractor for convenience should desire to carry on work at night or outside regular hours, submit written notice to t).e Engineer and allow ample time for satisfactory arrangevents to be made for inspecting work in progress. Said Contractor shall pay the Engineer's expenses and salary to the Owner at a rate of $50 per hour for onsit� -' inspection required when the Contractor's onsite operations _ exceed 40 hours per week. The Engineer will be the sole judge of whether onsite inspection is required. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.01 CUTTING AND PATCHING A. General: 1. Execute cutting (including excavating), fitting, or patching of work, required to: a. Make the several parts fit properly. b. Uncover work to provide for installation of specified work. c. Remove and replace defective work or work not conforming to requirements of Contract Documents. d. Install specified work in existing construction. -- 2. Perform the following upon written instruction of Engineer. a. Uncover work to provide for Engineer's observation of _ covered work. b. Remove work to provide for alteration of axisting work. 3. Contractor shall not, without written consent of Engineer: a. Cut or alter work of another contractor. b. Cut structural or reinforcing steel. C. Endanger existing or new structures or facilities. - J d. Shut down or disrupt existing operations. SEA22077.B3 JUKE 19^0 01040 7 COORDINATION AND SITE CONDITIONS I SE22077A 4. Materials for replacement of work removed shall comply with applicable sections of these Specifications for corresponding type of work to be done. -- 5. Provide all tools and equipment required to accomplish cutting and patching. A. B. Inspection and Preparation: _ - 1. Inspect existing conditions of work, including elements subject to movement or damage during cutting, patching, excavating, and backfilling. 2. After uncovering work, inspect conditions affecting installation of new products. _ 3. Prior to cutting, provide safety protection, C. Procedures: 1. Execute fitting and adjustment of products to provide - finished installation to comply with specified tolerances and finishes. _. 2. Execute excavating and backfilling as specified in Section TRENCH EXCAVATION AND BACKFILL. "- 3. Restore work which has been cut or removed; install new products to provide completed work in accordance with specified requirements. 4. Make restorations with new materials and appropriate _ methods as specified for new work of similar nature; if not specified, use best recommended practice of manufacturer or appropriate trade association. v 5. Restore damaged work so there is a secure and intimate bond or fastening between new and old work. Finish restored surfaces to such pldnes, shapes, and textures that no transition between new and old work is evident in finished surfaces. -- PART 4 PAYMENT 4.01 GENERAL _ A. Payment for work in this section will be included as part of the lump sum bid or appropriate unit prices stated in the Proposal. _ SEA22077.B3 ! 01040 B JUNE 1990 _ i COORDINATION AND SITE CONDITIONS x. } NWaa AA i 1 F SE22077A SECTION 01092 ABBREVIATIONS PART 1 GENERAL 1.01 SUMMARY A. This section lists many of the construction industry organizations, professional and technical associations, societies and institutes, and government agencies issuing, promoting, or enforcing standards to which references may be made in the Contract Document, along with the abbreviations commonly used for those references. Also included are certain general requirements for the use of industry standards specified, and for application of the standards in quality control. 1.02 USE OF REFERENCE STANDARDS A. Work specified by reference to the published standard or specification of a government agency, technian+ association, trade association, professional society Or .nst "Lt . testing agency, or other organization shall co,,tr ,, r, - su.,pass the minimum standards of quality for mate al< anQ aa.. na chip established by the designated standa "+, .yec r_.�ar.ioi B. Where so specified, products or workmr ,,h„ sh.Ll alro conform to the additional prescripti• � uc n�rto:ma, • requirements included within the Conti-ct .,r���•r.ec • establish a higher or more stringent atandarl of qt il.. ty thr.n -' that required by the referenced standai C. where the specific date or issue of the sr,indar,i :s not included with the reference to the standard, `te edition, including all amendments published and available on the first published date of the Invitation to Bid, shall apply. D. Where two or more standards are specified to establish quality, the product and workmanship s€.all conform to or 4; : surpass the requirements of both. E. In case of conflict between referenced standards, the more stringent shall apply. F. Where both a standard and a brand name are specified for a product in the Contract Document, the proprietary product ? named shall conform to or surpass the requirements of the specified reference standard. The listing of a trade name in a Contract Document shall not be construed as warranting that such product conforms to the respective reference standard. SEA22077.B3 JUNE 1990 .', :. . 01092 1 ABBREVIATIONS IN j Y i { yY h ` is RR. ' �� { 1 SE22077A G. Copies of standards: I. Copies of applicable referenced standards have not been bound in this Contract Document. 2. Where copies of standards are needed by the Contractor for superintendence and quality control of the work, _ obtain a copy or copies directly from the publication source and maintain in an orderly manner at the jobsite, available to the Contractor's personnel, subcontractors, Owner, and Engineer. _ H. Submittals: Submit for approval the requests to use products conforming to printed standards or publications with a different publication date from that effective under the Contract. Clearly indicate the changes in product or workmanship quality involved in the proposed change, if any,and reasons for the request. - 1.03 ABBREVIATIONS A. Abbreviations for Trade Organizations and Government Agencies: Following is a list of construction industry - i. organizations and government agencies to which references .nay ibe made in the Contract Document, with abbreviations used. AA Aluminum Association ! AAMA Architectural Aluminum Manufacturers' Association AASHTO American Association of State Highway and Transportation Officials _ ACI American Concrete Institute _ AFBMA Anti-Friction Bearing Manufacturers' Association AGA American Gas Association AGMA American Gear Manufacturers' Association _ AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction. ALS American Lumber Standards AMCA Air Moving and Conditioning Association ANSI American National Standards Institute APA American Plywood Association _ API American Petroleum Institute AREA American Railway Engineering Association ARI Air Conditioning and Refrigeration Institute ASAE American Society of Agricultural Engineers ASCE American Society of Civil Engineers _r ASHRAE American Society of Heating, Refrigerating and Air-Conditioning Engineers, Inc. ASME American Society of M-chanical En ASTM American Societyf Mater AWI Architectural Wod 'sting and Materiaiels AWPA - Institute American Wood Pres.. vers' Association AWPB American Wood Prese s Bureau SEA22077.B3 -" p I 01092 2 JUNE 1990 ABBREVIATIONS vlili a lS , w y.rt v'J PW r AWPI American Wood Preservers' Institutes:+ � ` AWS American Welding Society 1 AWWA American Water Works Association V — BHMA Builders Hardware Manufacturers' Association CBMA Certified Ballast Manufacturers' Association ' 4:P-` CDA Copper Development Association - -., CGA Compressed Gas Association ' CISPI Cast Iron Soil Pipe Institute " 1 CMAA Crane Manufacturers' Association of America CRSI Concrete Reinforcing Steel Institute FGMA Flat Glass Marketing Association ?:i�." "-" FM Factory Mutuals.;:+ _ Fed. Spec. Federal Specifications ' FS Federal Specification GA Gypsum Association HI Hydraulic Institute HMI Hoist Manufacturers' Institute ICBO International Conference of Building Officials ICEA Insulated Cable Engineers' Association IEEE Institute of Electrical and Electronics Engineers, Inc. IES Illuminating Engineering Society - ISA Instrument Society of America JIC Joint Industry Conferences of Hydraulic Manufacturers MIA Marble Institute of America Mil. Sp. Military Specification _ MS Military Specifications ` `'• MMA Monorail Manufacturers' Association NAAMM National Association of Architectural Metal �T•;.�g ' Manufacturers NBRA National Builders' Hardware Association ` NEC National Electrical Code NEMA National Electrical Manufacturers' Association NESC National Electric Safety Code NFPA National Fire Protection Association NHLA National Hardwood Lumber Association NLMA National Lumber Manufacturers' Association NTMA National Terrazzo and Mosaic Association _ NWMA National Woodwork Manufacturers' Association OECI Overhead Electrical Crane Institute OSHA Occupational Safety and Health Act (both Federal and State) PEI Porcelain Enamel Institute PS Product Standards Section - U.S. Department of Commerce RLM RLM Standards Institute, Inc. RMA Rubber Manufacturers' Association -� SAE Society of Automotive Engineers ','- .;. SDI Steel Deck Institute ,`c...7 . SDI Steel Door Institute 9, r• SIGMA Sealed Insulating Glass Manufacturing Association SEA22077.B3 JUNE 1990 01092 3 ABBREVIATIONS F �t. ti tq. r I SE22077A } SJI Steel Joist Institute _ SMACNA Sheet Metal and Air Conditioning Contractors �. National Association - SSPC Steel Structures Painting Council SWI Steel Window Institute IEMA Tubular Exchanger Manufacturers' Association _ TCA Tile Council of America 1 ABC Uniform Building Code UL Underwriters' Laboratories, Inc. WCLIB West Coast Lumber Inspection Bureau WWPA Western Wood Products Association p { i SEA22077.B3 JUNE 1990 _ 01092 4 ABBREVIATIONS L i SE22077A SECTION 01300 SUBMITTALS PART 1 GENERAL 1.01 SECTION INCLUDES A. Requirements and procedures necessary for scheduling, preparation, and submission of submittals. B. Requirements for preparation of progress schedules. 1.02 RELATED WORK SPECIFIED UNDER OTHER SECTIONS A. Individual Specification sections in these Contract Documents contain additional and special submittal requirements. Individual sections shall take precedence in the event of a conflict with this section. 1.03 SUBMITTAL PROCEDURES A. Owner reserver the right to modify the procedures and requirements for submittals, as necessary to accomplish the w specific purpose of each submittal. Direct inquiries to Engineer regarding the procedure, purpose, or extent of any submittal. B. Review, acceptance, or approval of substitutions, schedules, shop drawings, lists of materials, and procedures submitted or requested by Contractor shall not add to the Contract amount, and additional costs which may result therefrom shall be solely the obligation of Contractor. -' C. Owner is not precluded, by virtue of review, acceptance, or _ approval, from obtaining a credit for construction savings resulting from allowed concessions in the work or materials therefor. D. Owner is not responsitie to provide engineering or other services to g protect Contractor from additional costs accruing from submittals. 1 E. Submittals processed by Engineer do not become Contract —' Documents and are not Change Orders; the ur p pose of submittal review is to establish a reporting procedure and is intended " for Contractor's convenience in organizing the work and to permit Engineer to monitor Contractor's progress and ., understanding of the design. JF. Delays caused by the need for resabmittal shall not constitute basis for claim. „1 SEA22077.B3 01300 1 JUN% 1990 SUBMITTALS I I 1 SE22077A .1 1.04 ADMINISTRATIVE SUBMITTALS A. Pr vide administrative submittals required by the BIDDING RF JIREMENTS, 2neral Conditions, Supplementary Conditions, and as may be specifically required in other parts of the s' Contract Documents. B. Make required submittals promptly to the applicable federal, state, or local agency, as required by law. Failure to comply with this requirement may result in withholding of progress payments and make Contractor liable for other prescribed action and sanctions. C. Submit to Owner a copy of letters relative to the Contract including notifications, reports, certifications, payrolls, and the like, that are submitted directly to a federal, state, or other governing agency. D. During performance of the Contract, maintain on a daily basis, and submit monthly to Engineer, full and correct information as to the number of persons employed in connection with each subdivision of the work; the classification, rate of pay, citizenship status, and address of each person. E. Submit to Engineer two copies of each purchase order for materials and equipment furnished under these Specifications for incorporation in the work. 1. Include manufacturer's name, type of materials and equipment, model number, size, quantity, accessory list, and requested delivery date of material and equipment ordered. 2. Submit purchase order copies to Engineer before or at the time they are issued. . .05 SCHEDULES A. General: I 1. Submit estimated progress schedule and preliminary schedule of submittals to Engineer. 2. Revise and resubmit as specified, and identify all changes made from previous schedule submittal. B. Progress Schedule: 1. Provide computer generated network analysis diagram using the critical path method, generally as outlined in ""- Associated General Contractors of America (ACC) publication "The Use of CPM in Construction - A Manual for General Contractors and the Construction Industry" . SEA22077.B3 JUNE 1990 _ 01300 2 SUBMITTALS mom M a - �v. SE22077A j 2. Show complete sequence of construction by activity, identifying work of separate stages, and other logically i -- grouped activities. Indicate dates for early and late start, early and late finish, float, and duration. 3. No activity duration, exclusive of those for submittal review and material fabrication/delivery shall be more than 20 working days. 4 . Any contingency within the schedule (i.e. , a difference in time between the project's early completion and required Contract completion date) and the float in the overall project schedule will belong to the project and not to the parties to the Contract. Contractor shall not sequester shared float through such strategies as extending duration estimates to consume available float time, extensive crew/resource sequencing, etc. 5. Provide a workable plan for monitoring the progress of all elements of the work, establish the critical elements of work, and forecast potential problems in maintaining the specified completion dates. 1 _ 6. Indicate submittal dates, and product manifacture and delivery dates, including those products furnished by Owner, as applicable. .� 7. Information on the Progress Quantity Chart shall he maintained current by the Contractor at all times. -� Sabmit updated Progress Quantity Chart to Engineer at end of eac'.i month during Contract period, or at such other times as deemed necessary �y Engineer. C. Schedule of Submittals: 1. Preliminary Schedule of Submittals: Indicate submittals required by Specification section number with brief description, starting and completion dates for respective submittal preparation, and submittal review by Engineer. -� 2. Finalized Schedule of Submittals: Furnish subnetwork to the progress schedule indicating respective progress schedule activity which sequentially follows the submittal activity. 1.06 SHOP DRAWINGS A. General: 1. Shop drawings, as defined herein, consist of all drawings, diagrams, illustrations, schedules, and other data which a-e specifically prepared by or for Contractor jto illustrate some portion of the work; and all illustrations, brochures, standard schedules, performance charts, instructions, diagrams, and other information prepared by a manufacturer and submitted by Contactor to illustrate material or equipment for distinct portions of the work. SEA22077.B3 ,TUNE 1990 01300 3 SUBMITTALS L, I I . SE22077A 2. Submittal of incomplete or unchecked shop drawings will not be acceptable. Shop drawing submittals which do not clearly show Contract review stamp or specific -- written indication of Contractor review will be returned to Contractor for resubmission. 3. Submittal of shop drawings not required under these _. Contract Documents and rot shown on the schedule of submittals will be returned to Contractor unreviewed and unstamped by Engineer. B. Procedures: 1. Submit to Engineer for review and approval in accordance with the accepted schedule of submittals, four copies of shop drawings. 2. Transmit each submittal on Engineer accepted form. 3. Sequentially number the transmittal forms; resubmittals to have original number with an alphabetic suffix. 4. Identify project, Contractor, Speci`ication se^' on number, pertinent drawing sheet and detail number(s), - products, units and assemblies, and the system or equipment identification or tag number as shown. 5. Apply Cont-:actor's stamp, signed or initialed certifying - that review, verification of products required, field dimensions, adjacent construction work, and coordination - of i..:ormation, is in accordance with requirements of the _ Contract Documents. 6. Transmit submittals in acco_dance with finalized schedule _ of suomittals, and deliver as follows: a. Submittals to Engineer: c/o Mike Benoit, City of Renton, 200 Mill Avenue South, Renton, WA 98055. 7. Provide space for Engineer review stamps 4 inches by - 3 inches. ._ 8. Revise and resubmit submittals as required; identify all changes made sin.:e previous submittal. - 9. Submittals will be acted upon by Engineer and transmitted to Contractor not later than 10 working cays after receipt by Engineer. _ 10. When shop drawings have been reviewed by Engineer, three copies will be returned to Contractor appropriately annotated. a. If major changes or corrections are necessary, shop drawing may be rejected end one set will be returned to Contractor with such changes or corrections indicated. _ b. Correct and resubmit the shop drawings in the same manner and quantity as specified for the original - ,61.a1' submittal _ a - SEA22077.B3 JUNE 1990 P1300 4 SUBMITTALS t �J,, .i4F,".,3'4en.t i ^ SE22077A 1.07 CONTRACT ^LUSEOUT SUBMITTALS f �- A. Record Drawings: Each month, or as otherwise agreed, submit to Engineer a current listing and description of each change °. incorporated into the work since the preceding submittal. ! Engineer will prepare a set of record drawings for the -project which which will include the changes made in materials, _ equipment, locations, and dimensions of the work. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) %7 PART 4 PAYMENT 4.01 GENERAL A. Payment for work in this section will be included as part of the lump sum bid or appropriate unit prices stated in the - Proposal. , — y 4 R • f R c . i 1 SEA22077.B3 JUNE 1990 J 01300 5 SUBMITTALS - 3 d i I — SE22077A i SECTION OJ500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS -- PART 1 GENERAL 1.01 SECTION INCLUDES A. Temporary construction facilities, including access roads. B. Requirements for security and protection of facilities and property. I C. Requirements for traffic regulation and access to the work. D. Temporary enntrols for protection of environment. 1.02 SUBMITTALS A. Temporary Construction Submittals: i 1. Access road plans. 2. Fencing and protective barrier locations and details. 3. Dewatering plans. 4. Temporary Erosion ind Sedimentation Control Plan. 1.03 MOBILIZATION AND ACCESS A. Access to the project shall be from the north and south ends on'y. 1. No access will be permitted from the travel lanes or ramps of Interstate 405. The Contractor shall provide temporary fencing to prevent access to Interstate 405 at all times during the construction of the project. 2. Access to the project from the south shall be through the -- Owner's well SA site at the corner of Jones Avenue N.E. and N.E. 24th Street. Coordination with the Owner's contractor for the well 5A pump station is required. _ 3. Access to the project from the north shall be through the Interstate 405 right-of-way fence at N.E. 28th Street. The Contractor shall remove a portion of this fence and upon completion of the project it shall be replaced in -� accordance with Section SURFACE RESTORATION. PART 2 PRODUCTS (Not Used) SEA22077.B3 JUKE 1990 01500 1 CONSTRICTION FACILITIES AND TEMPORARY CONTROLS SE22077A — 1 PART 3 EXECUTION _ 3.01 TEMPORARY CONSTRUCTION A. Access Roads: Construct temporary construction access roads j1. as necessary to execute the work and as approved by the Engiain in er thennremoveMthettemporaryodoadsdandoleeveitheoareagin nneeded, .. .'R ^ condition satisfactory to the Engineer. _ 4 -*r . R B. Temporary Fencing: Erect a temporary fence between the —Contractor's work area and Interstate 405 for the full length .s e I of the project. Fence shall be in place prior to any otF.e: activity within the Interstate 405 right-of-way. Temporary '`i`� fence sections shall be 6 feet high chain link with suitable baste ed prevent overturning. Fence sections shall be fastened together to positively prevent access to the highway. Fence shall be subject to approval of the Washington State Department of Transportation. Do not remove temporary fence until just prior to replacing permanent fence removed during construction. _ 3.02 SAFETY AND PROTECTION A. Examination of Existing Facilities: 1. After the Contract is awarded and before the commencement r ' i of work, Contractor and Engineer shall make a thorough examination of all existing buildings, structures, and u other improvements in the vicinity of the work, as applicable, which might be damaged by construction operations. ' 2. Periodic examinations of existing buildings, structures,and other improvements in the vicinity of the work shall be made jointly by authorizeP representatives of the VC Contractor, Engineer, and the affected property owners. The scope of the examination shall include cracks in structures, settlement, leakage, and similar conditions. ..;3. Records in triplicate of all observations shall be prepared ty the Contractor and each co `• document .;hall be signed by the authorizedfrepresentative 'b'�:of the Owner and of the Contractor. Photographs, as requested by the Owner, shall be made by the Contractor and signed in the manner specified above. One signed _COPY of every document and photograph will be ke•,t on file in the office of the Engineer. - 4. These records and photographs are intended for use as indisputable evidence in ascertaining whether and to what extent damage occurred as a result of the Contractor's operations, and are for the protection of the adjacent property owners, the Contractor, and the Owner. — SEA22077.B3 JUNE 1990 01500 2 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS ';'^. '- Y�. I _ SE22077A B. Safety Requirements: j •- I. Contractor shall do whatever work is necessary for safety AAA,, and be solely and completely responsible for conditions � ,, I of the jobsite, including safety of all persona r (including employees) and property during the Contract period. This requirement shall apply continuously and not be limited to normal working hours. 2. Saf, `.y provisions shall conform to Federal and State Departments of Labor Occupational Safety and Health Act d(OSHA), and other applicable federal, state, county, and ' local laws, ordinances, codes, requirements set forth herein, and regulations that may be specified in other , parts of these Contract Documents. Where these are in I .v conflict, the more stringent requirement shall be _ followed. Contractor shall become thoroughly familiar 1 with governing safety provisions and shall comply with the obligations set forth therein. I'fa 3. Contractor shall develop and maintain for the duration of - the Contract, a safety program that will effectively incorporate and implement required safety provisions. Contractor shail appoint a qualified emplo;'ee who is authorized to supervise and enforce compliance with the safety program. a i. Engineer's duty to conduct construction review of the Contractor's performance is not intended to include a _ review or approval of the adequacy of Contractor's safety aJ supervisor, safety program, or safety measures taken in, k. on, or near the construction site. 5. As part of safety program, Contractor shall maintain at it office or other well-known place at the jobsite, �,` ' sa .ty equipment applicable to the work as prescribed by the governing safety authorities, and articles necessary ' J for giving first-aid to the injured. Establish procedures for the immediate removal to a hospital or a doctor's care of persons who may be injured on the 7 jobsite. � ,j 6. Contractor shall do all work necessary to protect the general public from hazards, including, but not limited .� to, surface irregularities or unramp ed r > "" pedestrian sidewalk or walkway, and trenches or enges in 4- exc •.vations in roadway. Barricades, lanterns, and proper a ,y , signs shall be furnished in sufficient amount to _ safeguard the public and the work. J 7. Construct and maintain satisfactory and substantial .. 'A"• temporary chain link fencing, solid fencing, railing, ^� barricades or steelplates, as applicable, at all 1 openimi: , obstructions, or other hazards in streets, sidewalks, floors, roofs, and walkways. Such barriers shall have adequate warning lights as necessary or ?`«� required for efet,, . , SEA22077.83 015nr� E ] 3 CONSTRUCTION FACILITIES AND AND TEMPORARY CONTROLS i I � as s. 7 .. �i _ ,..,. VA j 8. Comply with Owner's safety rules while on Owner's property. 9. If death or serious injuries or damages are caused, the accident shall be reported immediately by telephone or messenger to the Engineer. In addition, Contractor shall promptly report in writing all accidents whatsoever ^ arising out of, or in connection with, the performance of the work whether on or adjacent to the site, giving full ... details and statements of witnesses. In. If claim is made by anyone against Contractor or any subcontractor on account of accident, Contractor shall "• r promptly report the facts in writing, giving full details _ of the claim. C. Traffic Safetv and Access: �- 1. Comply with rules and regulations of the city, state, and county authorities regarding closing or restricting the �. use of public streets or highways. No public or private road shall be closed, except by written permission of the proper authority. Assu-e the least possible obstruction. ! to traffic and normal commercial pursuits. 2. Where traffic will pass over backfilled trenches before _ they are puved, maintain top of trench to allow normal vehicular traffic to pass over. Provide temporary access dr i%eways where required. Cleanup operations shall follow immediately behind backfilling. -, 3. Whet flagmen and guards are required by regulation or w„en deemed necessary for safety, furnish them with approved orange weariig apparel and other regulation r. traffic control devic-s. 4. Traffic control procedures and devices used on all local, county, and state rights-of-way shall meet the requirements of the applicable current laws and regulations for traffic control. 5. Notify the fire department and police department before closing any street or portion thereof. Notify said �- departmerts when the streets are again passable for emerger,cl fenicles. Do not block off emergency vehicle — access to consecutive arterial crossings or dead-end streets, in excess of 300 linear feet, without written permission from the fire department. Conduct operations �- with the least interference to fire equipment access, and at no time prevent such access. 6. Contractor shall leave its night emergency telephone number or numbers with the police department, so that contact may be made easily at all times in case of _ barricade and flare trouble or other emergencies. 7. Maintain postal service facilities in accordance witf requirements of the U.S. Postal Service. Move mailbo. to temporary locations designated by the Service, and _. completion of work in each area replace them in their .., SEA22077.B3 JUNE 1990 01500 4 CONSTRUCTION FACILITIES AND •.r TEMPORARY CONTROLS 7 .L 1• `�a,,ys. !SL YxfTY SE22077A ;l original location and in a condition satisfactory to the Service. D. Fire Prevention: Perform all work in a firesafe manner. Furnish and maintain on the site adequate firefighting equipment capable of extinguishing incipient fires. Comply with applicable federal, local, and state fire prevention - regulations. Where these regulations do not apply, follow applicable parts of the National Fire Prevention Standard for ,tir Safeguarding Building Construction Operations (NFPA No. 241). ff E. Protection of Work and Property: I 1. Contractor shall employ such means and methods necessary ' - to adequately protect public property and property of the j owner against damage. In the event of damage to such property, immediately restore the property to a condition equal to its original condition and to the satisfaction of the Engineer and the owner of said property, and bear 1 all costs therefor. 1 2. Protect stores' materials, cultivated trees and crops, and other items located adjacent to the proposed work. Notify property owners affected by the construction at Least 48 hours in advance of beginning of construction. -� During construction operations, construct and maintain 1 facilities to enable pedestrian access by all property 1 owners to their property at all times. No person shall be cut off from vehicular access to residence or place of business for a oeriod exceeding 8 hours, unless the Contractor has ma"e special arrangements with the Jaffected persons. _ 3.03 ENVIRONMENTAL CONTROLS T' A. General: A. 1. The Contractor in executing the work shall maintain affected areas within and outside project boundaries free from environmental pollution that would be in violation of federal, state, or local regulations. j 2. Du not impair operation of existing sewer systems. 'Y wE iK. Prevent construction material, pavement, concrete, earth, volatile and corrosive wastes, and other debris from entering sewers. B. Water Pollution Control: Temporary erosion and sedimentation '{ >.{.- control measures are shown on the Drawings. Contractor shall utilize these measures, singly or in combination, as required d, to prevent silt and sediment from entering the stream. As a , minimum install siltation fence between the stream and any dist:rbed area for the full length of the project. Maintain E -� ?. 1 Y - SEA22077.133 SUNE 1996 01500 5 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1 ! � SE22077A siltation fence in place until vegetation is re-established and no potential for erosioc exists. C. Dewatering Procedures: 1. The Contractor shall construct, maintain, and operate cofferdams, channels, flume drains, sumps, pumps, or other temporary diversion and protection works. Furnish .. materials required, install, maintain, and operate necessary pumping and other equipment for the environmentally-safe removal and disposal of water from the various parts of the work. Maintain the foundations and parts of the work free from water. _ 2. Where an excavation extends below the water table, dewater in a manner that will prevent loss of fines from the foundation. Maintain stability of slopes and bottom of the excavation, and perform construction operations in the dry. Use screened wells or equivalent methods for dewatering. Control seepage along the bottom of excavations, which may require ditch=.s and pipe drains leading to sumps from which the water shall be pumped and properly discharged. - D. Waste Material Disposal: — 4 . 1. Maintain areas covered by the Contract and affected — public properties free from accumulations of waste, ^ debris, and rubbish caused by construction operations. 2. Cleaning and disposal shall comply with local ordinances and pollution control laws. Do not burn or bury rubbish or waste materials on the project site. Do not dispose of volatile wastes such as mineral spirits, oil, chemicals, or paint thinner in storm or sanitary drains. Disposal of wastes into streams or waterways is prohibited. Provide acceptable containe,:s for collection and disposal of waste materials, debris, and rubbish. — E. Air Pollution Control: 1. Minimize air pollution likely to occur from construction operations by wetting down bare soils during windy periods, requiring proper combustion emission control ' devices on construction vehicles and equipment, and by '. . shutdown of motorized equipment not in use. Trash burning will not be;v g permitted on the construction site. 2. Operations shall be conducted to cause a minimum of dust. Give unpaved streets, roads, detours, or haul roads used in the construction area a dust-preventive treatment, or periodically water to prevent dust. Strictly adhere to applicable environmental regulations for dust prevention. }" SEA22077.B3 UNE 01500 6 CONSTRUCTION FACILITIESI990 AND ti +141. i TEMPORAF":' CONTROLS r 6W P il� , w� r t [ .e�w'.. SE22077A - Jt i F. Noise Control: 1. Minimize noise by executing work using appropriate construction methods and equipment. Provide acoustical farriers so noise emanating from tools or equipment will _. not exceed legal noise levels. - 2. Noise level regulation as stipulated in Renton Municipa' Code, Title VIII, Chapter 7. PART 4 PAYMENT I 4.01 GENERAL A. Payment for work under this section will be the lump sum bid - amount stated in the Proposal. B. Progress payments for the work under this section will be made according to the following schedule: When the percentage of the total For payment, the current Contract amount earned (not in- percentage of the amount _ cluding the amount bid for the bid for the work under I work under this section) equals: this section will equal: 29 25% 25% 50% 50% 75% 75% 90% 100% 100% C. Retention from amount ear d shall apply fox the work under •' this section in accordance with Article PAYMENT in the I General Conditions. D. Any extension of Contract time that may be granted by the Owner will not f itself constitute a claim for additional payment for the work under this section. j • x • � r x J .e i 1J J 1 ?2077.B3 JUNE 1990 01500 7 CONSTRUCTION FACILITIFS AND TEMPORARY CONTROLS I .ty 1 j e a SE22077A SECTION 01700 CONTRACT CLOSEOUT 'j PART 1 GENERAL 1.01 SECTION INCLUDES J A. Procedures to be followed in closing out the Contract. 1`:' J1.02 FINAL SUBMITTALS j . A. No Contract will be finalized until all guarantees, bonds, 1 certifications, licenses, and affidavits required for work or equipment as specified are satisfactorily filed with the ` Engineer. I I 1,03 RELEASE OF LI..NS OR CL 1S ! { .- A. No Contract will be finalized until satisfactory evidence of release of liens has been submitted to Owner as required by the General Conditions. PART 2 PRODUCTS - NOT USED ! PART 3 EXECUTION 3.01 FINAL CLEANING .., A. At completion of work and immediately prior to final inspection, clean entire project according to the following provisions: 1. Remove debris including dirt, sand, and gravel from sewers and manholes. Wash down and flush mat-rials that can be transported hydraulically to the Owners sewage ' treatment plant. Remove materials that cannot flow to J the plant. 2. Should Contractor not remove rubbish or debris or not clean the facilities and site as specified above, the �} f Owner reserves the right to have final cleaning done at the sole expense of the Contractur. B. The Contactor shall: If t.VY ; J {�..'.. 1. Employ experienced workers or professional cleaners for ,.t final cleaning. 2. Conduct final inspection of exposed interior and exterior r^ <' surfaces and of concealed spaces in preparation for substantial completion or occupancy. 1 3. Broom clean paved surfaces; rake clean other surfaces. y. �c''' 017077.03 00 1 JUNE 1990 CONTRACT CLOSEOUT t.. Y i. SE22077A 4. Remove from the Owner's property temporary structures aad materials, equi;,ment, and appurtenances not required as - part of, or appurtenant to, the completed work. See — Section CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS. ..E,r 5. Leave water courses, gutters, and ditches open and in � •;;;.���' condition satisfactory to Engineer. _ C. Owner will assume responsibility for cleaning as of the date 4- of substantial completion. S�r 3.02 FINAL INSPECTION E and upon written notice from Contractor A. After final cleaning — that work is completed, Engineer will make preliminary inspection with the Contractor present. Upon completion of preliminary inspection, Engineer will notify Contractor in ` . writing of particulars in which the completed work is defective or incomplete. B. Upon receiving written notice from Engineer, Contractor shall ` immediately undertake work required to remedy defects and complete the work to the satisfaction of Engineer. -- ' C. After the items as listed in Engineer's written notice are corrected or completed, inform Engineer in writina that — ` i required work has been completed. Upon receipt of this ! notice, Engineer, in the presence of Owner and Contractor, will make final inspection of the project. D. Should the Engineer find all work satisfactory at the time of - final inspection, Contractor will be allowed to make applic,tion for final payment in accordance with provisions — of the General Conditions. Should Engineer still find deficiencies in the work, Engineer will notify Contractor in .� writing of deficiencies and will not approve Contractor's request for final payment until such time as Contractor has ^ satisfactorily completed the required work. . PART 4 PAYMENT 4.01 GENERAL A. Payment for work in this section will be included as part of the lump sum bid or appropriate unit prices stated in the Proposal. ! SEA22077.P3 01700 2 CONTRACT i990 ACT CLOSEO'1T _ , J I t SE22077A SECTION 02221 TRENCH EXCAVATION AND BACKFILL PART 1 GENERAL I ^ 1.01 WORK INCLUDED A. This section covers the work necessary for the trench =xcavation and backfill, complete, except for pipe base and _ ,ipe zone backfill which are included under the specification for the pipe. i 1.02 TYPE OF BACKFILL A. For bidding purposes, the class of backfill to be used above the pipe zone is indicated on the Drawings. The right is reserved to modify the use. location, and quantities of the various types of backfill during construction as the Engineer considers to be to the nest interest of the Owner. Payment wi`_1 be made based on the class of lackfill installed. During construction, the Engineer will designate the type of -� backfill to be used in each location throughout the project. -� B. Trench backfill above the pipe zone will be divided into the following c.ossifications for the purpose of payment: -� 1. Native Backfill: Material removed during trench excavation shall be reused as backfill in areas where the excavated material is expected to be suitable for suc- J use. 2. Imported Backfill: Imported crushed rock backfill material shall be used in all other areas. 3. The approximate limits of the types of backfill material are shown on the Drawings. The final determination of suitabil ;.ty of excavated materials shall be made by the Enginee— .J 1 ^3 TRENCH EXCAVATION A. Excavation is unclassified. Complete all excavation regardless of the type of materials encountered. The Contractor shall make own estimate of the kind and extent of , the various materials which will be eico� ntered in the -� excavation. PART 2 PRODUCTS 2.01 TRENCH SAFETY SYSTEM I ! A. Trench excavation exceeding 4 feet in depth shall have an adequate safety system for trench excavation meeting the SEA_2077.B3 JUNE 1990 02221 1 TRENCH EXCAVATION AND BACKFILL I I I � i SE22077A requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. 2.02 FOUNDATION STAB:-IZATION _ A. Foundation stabilization shall be 2-1/2-inch minus crushed rock, with reasonably well gradation from coarse to fine, and free from excessive dirt or other organic materiel. 2.03 TRENCH BACKFILL A- Imported Crushed Rock Backfill: Crushed rock backfill shall be clean 5/8-inch minus gravel or crushed rock, uniformly graded from coarse to fine, conforming to Section 9-03.9(3) of the Standard Specifications. 2.04 IMPORTED TOPSOIL A. Imported topsoil shall be suitable sandy loam from an .r approved source, which possesses friability and a high degree of fertility. It shall be free of clods, roots, gravel, and other inert material. It shell be free of quack grass, horsetail, and other noxious vegetation and seed. Should such regenerative material be present in the soil, the Contractor shall remove, at his expense, all such growth, -- both surface and root, which may appear in the imported topsoil within 1 year following acceptance of the job in a manner satisfactory to the Owner. 2.05 TRENCH PLUG $r' A. Trench Plug material shall be well-graded till generally meeting the following criternular glacial ie Maximum Size: 3 inches. ,fie} 2. Percent Passing the No. 200 Sieve: 20 percent minimum. :�. 2.06 COMPACTION EQUIPMENT A. Compaction equipment shall he of suitable type and adequate to obtain the amount of compaction specified. Compaction equipment shall be operated in strict accordance with tie ), manufacturer's instructions and recommendations and shall be yap' maintained in such condition that it will deliver the manufac'urer's rated compactive effort. SEA22077.B3 1990 0222I 2 TRENCH EXCAVATION ANDJUNE BACKFILL IF y Fdx J -- -4 W Kennydale Interceptor pec ocs 14 (s T" i SE22077A a PART 3 EXECUTION 3,01 TRENCH SAFETY SYSTEM A. Install in trench excavation exceeding 4 feet in depth to meet requirements of the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. I 3.02 PREPARATION OF RIGHT-OF-WAY i A. Where clearing or partial clearing of the right-of-way is j necessary, complete prior to the start of trenching. Cut trees and brush as near to the surface of the ground as practicable, remove all stumps, and pile for disposal. Do not permit excavated materials to cover brush or trees prior to disposal. B. Only trees and shrubs designated by the Engineer shall be removed. Protect all other trees and shrubs. `w j C. Do noc remove existing trees or tree limbs over 2 inches in I diameter without permission from the Engineer. Protect from +' damage, unless otherwise marked by the Engineer, all trees, shrubs, or plants within the limits of the easement on private property. Those that interfere with trenching may be removed intact with their root system. Ball the root system yj^ ' of the trees, shrubs, or plants, bind in burlap, heel into ` the stockpiled topsoil from the trench excavation, and keepat; watered as required. Upon completion of the pipe laying and backfilling of the trench, replant the trees, shrubs, or plants in their original position. The Contractor shall ' ' record the location of any plant prior to its removal. , n. Shauld any tree, shrub, or plant that has been disturbed as a ,d result of its removal, or otherwise damaged by the Contractor, die within 6 months from the time that it was disturbed or damaged, it shall be replaced in kind and size ?, by the Contractor at own expense. i 3.03 DISPOSAL OF CL. BRED MATERIAL _ r A. The Contractor shall bear all costs of disposing of trees, • ' stumps, brush, roots, limbs, and other waste materials from the clearing operation. Material shall be disposed of in rA. ' A such a manner as to meet all requirements of state, county, j and local regulations regarding health, safety, and public welfare. All material shall be disposed of off the construction site in an approved location at the Contractor's ? " expense. SEA22077.83 JUNE 1990 02221 3 TRENCH EXCAVATION AND BACRFILL y r �My Mir•t I SE22077A 3.04 OBSTRUCTIONS A. This item refers to obstructions which may be removed and do not require replacement. Remove obstructions within the trench area or adjacent thereto such as tree roots, stumps, abandoned piling, buildings and concrete structures, logs, _ and debris of all types without additional compensation. The Engineer may, if requested, make changes in the trench - alignment to avoid major obstructions, if such alignment changes can be made within the easement or right-of-way without adversely affecting the intended function of the facility. B. Dispose of obstructions removed from the excavation in accordance with Article DISPOSAL OF CLEARED MATERIAL. 3.05 REMOVAL AND REPLACEMENT OF TOPSOIL A. Where trenches cross lawns, garden areas, pasturelands, cultivated fields, or other areas on which reasonable topsoil -- conditions exist, remove the topsoil for a depth of 12 inches for the full width of the trench to be excavated. Stockpile this topsoil to one side of the right-of-way and do not mix J with the remaining excavated material. Replace the topsoil r I in the top 12 inches of the backfilled trench. Minimum finished depth of topsoil over all trenches shell be ' 10 inches. i B. In lieu of stockpiling ?nd replacing the topsoil, imported topsoil from borrow pits may be substituted in the top e 10 inches. C. Maintain the finished grade of the topsoil level with the _ ~Ay� area adjacent to the trench until final acceptance by the Engineer. Repair damage to adjacent topsoil caused by work — "„!, operations. Remove all rock, gravel, clay, and any other foreign materials from the surface, regrade, and add topsoil as required. 3.06 PAVEMENT REMOVAL A. Cut all bituminous and concrete pavements, regardless of the thickness, and all curbs and sidewalks, prior to excavation ` of the trenches with an approved pavement sew, hydrohammer, aE: or approved pavement cutter, width of the pavement cut shall �. be at least equal to the required width of the trench at ground surface. Pavement and concrete materials removed shall be hauled from the site and not used for trench backf ill. SEA22077.83 JUNE 1990 02221 4 TRENCH EXCAVATION AND BACKFILL r. 40 +?j 7 7� r;; 1 SE22077A i 3.07 TRENCH WIDTH A. Mir-mum width of unsheeted trerchea in which pipe is to be laid shall be 36 inches greater than the outside diameter of the pipe, or as approved. Sheeting requirements shall be independent of trench widths. B. The maximum width at the top of the trench will not be limited, except where excess width of excavation would cause damage to adjacent structures or property. C. Confine trench widths to dedicated rights-of-v.ty or construction easements, unless special written agreements have been made with the affected property owner. 3.08 GRADE - A. Excavate the trench to the lines and grades shown or as established by the Engineer with proper allowance for pipe thickness and for pipe base or special bedding when required. If the trench is excavated below the required grade, correct any part of the trench excavated below the grade at no additional cost to the Owner, with gravel of the type specified for pipe base. Place the gravel over the full width of trench in compacted layers not exceeding 6 inches deep to the established grade with allowance for the pipe base or special bedding. 3.09 SHORING, SHEETING, AND BRACING OF TRENCHES A. Sheet and brace the trench when necessary to prevent caving during excavation in unstable material, or to protect I adjacent structures, property, workers, and the public. Increase trench widths accordingly by the thickness of the sneeting. Maintain sheeting in place until the pipe has been placed and backfilled at the pipe zone. Shoring and sheeting shall be removed, as the backfilling is done, in a manner that will not damage the pipe or permit voids in the backfill. All sheeting, shoring, and bracing of trenches shall conform to the safety requirements of the federal, state, or local public agency having jurisdiction. The most stringent of these requirements faall apply. 3.10 LOCATION OF EXCAVATED MATERIALS A. During trench excavation, place the excavated material only within the construction easement, right-of-way, or approved working area. Do not obstruct any private- or public- . q traveled roadways or z:creets. Conform to all federal, state, and local rodes governing the safe loading of all trenches _ with excavated material. i i SEA2207;.83 JUNE 1990 02221 5 TRENCH EXCAVATION AND BACKFILL 1 SE22077A 3.11 FOUNDATION STABILIZATION A. When, in the opinion of the Engineer, the existing material in the bottom of the trench is unsuitable for supporting the pipe, excavate below the flow line of the pipe, as directed by the Engineer. Backfill the trench to subgrade of pipe base with foundation stabilization material specified hereinbefore. Place the foundation stabilization material over the full width of the trench and compact in layers not exceeding 6 inches deep to the required grade. 3.12 PIPE BASE AND PIPE ZONE BACKFILL A. Pipe base and pipe zone backfill are included in specification for pipe. 3.13 TRENCH BACKFILL ABOVE PIPE ZONE A. When backfill is placed mechanically, push the backfill material onto the slope of the backfill previously placed and allow to slide down into the trench. Do not push backfill into the trench in such a way as to permit free fall of the material until at least 2 feet of cover is provided over the top of the pipe. Under no circumstances allow sharp, heavy � . pieces of material to drop directly onto the pipe or the tamped material around the pipe. Do not use backfill material of consolidated messes larger than 1/2 cubic foot. 1 Native Backfill: a. L+ckfill the trench above the pipe zone with exQavated trench materials. Compact the backfill in suitable lifts with mechanical vibratory or impact tampers. Determine the type of compaction equipment, method to use, and amount of compaction required to prevent subsequent settlement. `�• b. Remove all boulders and stones 2 inches in diameter and larger from material used for backfill in the X. upper 12 inches of Native backfilled trenches. C. Where Native backfill is specified in areas where z - topsoil conditions exist, replace topsoil in the top 12 inches cf the trench. Compact and rake to match �•, .::...: the ground surface adjacent to the trench. ` d. Maintain the surface of the backfilled trench level with the :xisting grade until the entire project is accepted by the Owner. Any subsequent settlement of the finished surface during the warranty period shall be considered to be a result of improper or insufficient compaction and shall be promptly repaired by the Contractor at no cost to the Owner. 2. Imported Crushed Rock Backfill: a. Backfill the trench above the pipe zone with approved granular backfill material. Compact in suitable s SEA22077.B3 JUNE 1990 . . _ 02221 6 TRENCH EXCAVATION AND BACKFILL - r• . 'llI 4 y •'•y y SE22077A t lifts with mechanical Vibrating or impact tampers. Determine the type of equipment and method to use and amount of compaction required to prevent subsequent settlement. •i; b. Where imported crushed rock backfill is specified in areas where topsoil conditions exist, replace topsoil in the top 12 inches of the trench. Compact and rake to match the ground surface adjacent to the trench. 3.14 TRENCH PLUG A. Construct trench plug at the location shown on the Drawings. - B. Minimum length of trench plug shall be 6 feet. Omit pipe base and pipe zone material. i - c. Place trench plug material in 6-inch maximum thickness lifts {_ and compact to 95 percent of relative compaction in accordance with ASTM D1557. Do not place material larcer than 2 inches within 12 inches of sewer pipe. r 3.15 DETECTOR TAPE ' A. Install detector tape 12 inches above the top of pipe or 12 inches below finished grade, whichever is lower. Detector tape shall conform to the Standards of the American Public Works Association Uniform Color Code. i ^ 3.16 DISPOSAL OF EXCESS EXCAVATED MATERIAL A. Dispose of all excess excavated materials. Make arrangements -t for the disposal end bear all costs or retain any profit j ^ incidental to such disposal. + 3.17 DRAINAGE CULVERTS to culverts which are removed and are A. Replace in kind drainage at oI near zigh[ angles to the pipe centerline. If the pipe J' is damaged dur,ng removal, dispose of it and furnish and ainstall new pipe. Dispose of culvert pipe that is in too eplace because of age, physical poor condition to r ..� conditions, or other reasons beyond the Contractor's control, and install new pipe furnished by the Owner. . R. Replace culverts to the lines and grades established by the �A Engineer. Do not replace culverts until the proposed ,..v pipeline is installed and the backfill of the , trench has been completed to the subgrade of the culvert. Y' JUNE 1990 +'L SEA22077.B3 02221 7 TRENCH EXCAVATION AND RACXFILL mongwoom ham Valle t N grt � I SE22077A i 3.18 SETTLEMENT A. Any settlement noted in backfill, fill, or in structures built over the backfill or fill within the 1-year warranty ` period in accordance with the General Conditions will be considered to be caused by improper compaction methods and shall be corrected at no cost .o the Owner. Structures damaged by settlement shall be restored to their original condition by the Contractor at no cost to the Owner. ■ PART 4 PAYMENT L` 4.01 TRENCH SAFETY SYSTEM WWWW A. Payment for trench safety system will be included in the lump sum amount stated in the Proposal for this item. 4.02 TRENCH PLUG A. Payment for trench plug will be included in the lump sum amount stated in the Proposal for this item. 4.03 GENERAL A. Payment for work specified in this section will be made at the unit prices stated in the Proposal and shall be included under the following items. Compatation of quantities will be as indic,.e3 for each item and vill be based upon -•eas2 eT -,..s aade by the Engineer. S. Payment .or trench excavation and backfill for service connection pipe will be .ncluded under that section. 4.04 TRENCH EXCAVATION AND BACKFILL A. Payment for trench excavation and backfill will be made at the respective unit prices per linear foot stated in the Proposai for the trench excavation, the class of backfill used, and the depth of trench. B. The length of trench for which payment will be made shall be the measured horizontal distance along the centerline of the pipe and fittings, in place, except that trench excavation and backfill for lump sum items will not be paid for under this item. C. The depth of trench for which payment will be made will be determined from the profile shown on the Drawings. P.iyment depth will be computed from a point 4 inches beiow the pipe invert. In the event of a discrepancy between actual ground elevations and those shown on the profile, the provisions of item 1.04 A.3. of Section 01040 shall apply. SEA22077.B3 JUNE 1990 02221 d TRENCH EXCAVATION AND BACKFILL R I s A44r�_ 1 r SE22077A i I D. Payment for trench excavation and the respective backfill shall constitute full compensation for all work specified i under this item. j E. The price bid per linear foot shall include excavation required to provide space for pipe base. The bid price shall -' also include any incidental excavation and backfill necessary to widen the trench for installation of branch-line fittings. Pipe base and pipe zone backfill are specified under Section GRAVITY SEWER. 4.05 FOUNDATION STABILIZATION i -- A. Payment for this item will be based on the unit price per cubic yard stated in the Proposal. Measurement will be based upon individual trip tickets of actual truck measure _ furnished the Engineer for cubic yards used under this item. _ Trip tickets shall be presented to the Engineer for signature on the day the material is delivered. No payment will be allowed on trip tickets not so validated by the Engineer. Payment for this item shall constitute full compensation for all materials, labor, equipment, and incidentals necessary to j furnish materials at trench side and for placing and compacting it in the trench and for the extra depth of trench - excavation required below the pipe base grade to provide for a stable base for the pipe. This item is to provide for unstable base encountered in the progress of the work and _ shall be used only under the direction of the Engineer. i i J J I 1 1 SEA22077.B3 JUNE 1990 02221 9 TRENCH EXCAVATION AND BACKFILL I ,7R s Y p RCN.. �Y _ k SE22077A 02400 t _ CONTROL OF WATER � PART 1 GENERAL 1.01 WORK INCLUDED _ A. Design, furnish, and install dewatering systems for the control of groundwater for excavations during construction. The dewatering systems shall be designed by a registered professional engineer using accepted and professional methods of design and engineering consistent with the best modern practice. B. Operate, maintain, and modify the systems as required to conform to these Specifications. Upon completion of the -' construction, remove the system and restore the areas affected to their original conditions. 1.02 REFERENCE STANDARDS A. Washington State Department of Ecology, Minimum Standards for Construction and Maintenance of Water Wells (1988), Chapter 173-160 WAC. PART 2 PRODUCTS - NOT USED IrR[ 3 EXECUTION 3. , . DEWATFRING SYSTEM PERFORMANCE REQUIREMENTS 1 ,., A. Excavations shall be kept free from water and dry during construction. J B. Soft-ning of the bottom of excavations or the formation of �1 qui... conditions or boils shall be prevented. v C. The groundwater table shall be lowered to a level at least 2 feet below the bottom of all excavations prior to the start i J of excavation. The groundwater table shall be lowered further as requiree for safety or other reasons. D. The groundwater table shall be lowered in a timely fashion 1 and in such a manner so as to not obstruct work. The lowered groundwater elevat'on shall be maintained at all times until backfilling and r'ioring removal is completed or until approval is given by the Engineer to terminate pumping. E. The removal of natural in-place soils during dewatering operations shall be prevented. The system shall be such that after initial development, the quantity and sire of soil SEA22077.B3 JUNE 1990 02400 1 CONTROL OF WATER l_ � SE22077A particles will decrease until no visible soil particles are present in water being pumped at any time after 24 hours initial pumping. F. Installation, operation, modification, shutdown, and removal of dewatering systems shall be done in a manner that does not cause settlement of or damage to existing structures or other — existing facilities or improvements. G. The system shall be designed for continuous, 24-hour ` operation and shall not be shut down between shifts, on holidays, or weekends, or during work stoppage without written permission from the Engineer. H. The system shall include a means for measuring the quantity of discharge. I. Discharge of water from the systems shall be done in conformance with all federal. state, and local laws and ` regulations. J. The system shall include silting pond, screen, and other ._. filtering devices as required to retain silt from discharge water and to comply with discharge permit and other — applicable requirements. R. The :onstruction and abandonment of all wells used in the dewatering system shall comply with Washington State Department of Ecology (Ecology) requirements (Chapter 173-160 — WAC) . 3.02 DISPOSAL OF WATER iA. Dispose of the pumping discharge water in such a manner so as j not to cause injury to public or private property, or to cause a nuisance or a menace to the public. " 3.03 OBSERVATION WELLS A. Install sufficient numbers of observation wells, and monitor and record water levels as required to assure adequate dewatering, as herein specified, immediately prior to and during excavation. All monitoring information shall be _ reported to the Engineer in a timely fashion. The observation wells, where used, shall be placed halfway between two consecutive dewatering wells and on the side of the excavation opposite the dewatering wells. SEA22077.B3 JUNE 1990 02400 2 CONTROL OF WATER _ i SE22077A 3.04 SUMPS ` i _. A. Open and cased sumps shall not be used as a primary dewatering method for excavations that are deeper than 2 feet +•?'-. below the natural water table. 3.05 PUMPING EQUIPMENT A. At all times have onsite sufficient pumping equipment in good working condition, including spare pumps for all emergencies, including, but not limited to, power outage. Have available ,' .. at all times competent worker(s) for the operation and repair + - of the pumping equipment. 3.06 SYSTEM MODIFICATIONS •v ,' "- A. If the system begins to operate and it is found that the _ system does not meet the above requirements, the Contractor shall modify wells, add wells, or install additional or alternative systems as needed, at no additional cost to the Owner. If during the course of construction the system or a -- part thereof becomes inoperable, it shall be repaired or replaced at no additional cost to the Owner. -. 3.07 REPAIR OF DAMAGE A. Repair without cost to the Owner any damage that may result i from negligence, inadequate or improper design, installation, maintenance and operation of the dewatering system, or any .� mechanical or electrical failure of the dewatering system. i -' 3.08 TERMINATING DEWATERING -� A. Do not cease operation of dewatering system until the Engineer has reviewed and approved the Contractor's written request for terminating dewatering. - B. When the groundwater control system is being deactivated, all 'J wells, sumps, and drains shall be removed and ground restored i •.,:r :i in accordance with permit obtained from Ecology. The pumping equipment shall be operated prior to complete shutdown in a J manner that will allow the groundwater level to rise gradually to its static level. 3.09 ELECTRICAL SUPPLY .� A. The electrical service for dewatering shall be separate and ' dedicated solely to the operation of the dewatering system. ,/, „ • 02400 77.B3 JUNE 1990 I `• .L. i 02400 3 CONTROL OF WATER r t a . 9 Ji; iM 4 ..7 T ` S E22077A i - 3.10 SYSTEM PROTECTION A Take precautions necessary, including, but not limited to, - marking well and pipes, protecting pipes at vehicular _ crossings, and routing vehicular traffic away from dewatering facilities, to protect the system from damage and ensure continued operation. - PART 4 PAYMENTS ,. 4.01 GENERAL ,. A. Work specified in this section will be considered incidental to, and payment will be included in the lump sum and unit prices for, the items listed in the Proposal. t ♦ R f f i ` i 1 y I SEA22077.B3 JUNE 1990 02400 4 CONTROL OF WATER MWW"1C.biP_'i% .*.# f1X2C l�`�Si2.'nJl' ,°gib,• '.-Fjf'S{t':Y9 SE22077A i SECTION 02575 SURFACE RESTORATION PART 1 GENERAL -' 1.01 WORK INCLUDED A. This section covers the work necessary to replace all pavement, curbs, sidewalks, fences, landscaping, and other features damaged either directly or indirectly by the operations incidental to the construction of the sewer system, complete. PART 2 PRODUCTS 2.01 ROCK FOR BASE A. Rock shall be 5/8-inch minus crushed gravel or rock uniformly graded from coarse to fine conforming to Section 9-03.9(3) of the Standard Specifications. B. The aggregate shall consist of uniform quality, clean, tough, durable fragments of rock or gravel, free from flat, elongated, soft or disintegrated pieces, and other objectionable matter occurring either free or as a coating on the stone. C. Submit proof in the form of test results from a commercial testing laboratory or other evidence satisfactory to the Engineer to show that the materials meet the quality and gradation requirements. 2.02 ASPHALT CONCRETO A. Asphalt concrete mix conforming to Section 5-04 of the Standard Specifications For R%,ad and Bridge Construction of the State of Washington, Clas_ B. 2.03 ASPHALT PRIME A. Liquid asphalt for use as a prime coat under asphalt concrete shall be RC-70 or MC-70 liquid asphalt conforming to Section 9-02 of the Standard Specifications, 2.04 CONCRETE A. Concrete for curbs, sidewalks, pavement, and miscellaneous construction shall conform to ASTM C 94, Alternate 3; and shall have a design mix proportioned for 3,000 pounds per square inch compressive strength at 28 days. Concrete mix SEn22077.B3 JUNE 1990 02575 1 SURFACE RESTORATION WME ,-Q� T 1 SE22077A shall contain no less than 5-1/2 sacks of cement per cubic yard. 1. Concrete Forms: All forms for curbs and sidewalks shall be either 2-inch dimensioned lumber, plywood, or metal forms. Forms on the face of the curb shall have no horizontal form joints within 7 inches of the top of the curb. 2. Curing Compound: Commercial grade conforming to ASTM C 309, Type I. — 3. Reinforcing Steel: Conform to ASTM A 615, Grade 40. 2.05 FENCES A. Replace with new fencing of the same type removed. Interstate 405 right-of-way fence shall conform to Standard Plan L-2, Type 3, bound at the end of this section. 2.06 IMPORTED TOPSOIL 1 A. Imported topsoil shall meet the requirements of Article i IMPORTED TOPSOIL in Section TRENCH EXCAVATION AND BACKFILL. 2.07 SEED - A. Seed shall meet the requirements of Section 9-14.2 of the Standard Specifications. B. Seed mix shall be as follows: I Proportion Common Name by Weight Perennial Ryegrass 0i Fine Fescues 60 2.OF FERTILIZER - A. Fertilizer shall meet the requirements of Section 9-1.4.3 of the Standard Specifications. B. Hydroseed mix shall contain 10 percent nitrogen, 10 percent — phosphorus, and 10 percent potash. _ 2.09 WOOD FIBER A. Wood fiber mulch for hydroseeding/mulching shall be derived from fresh wood chips, defribriated into fibers and fiber _ bundles, as manufactured under the trod, umae Silva Fiber, or approved equal, and shall contain no germination of growth inhibiting factor. Mulch shall hydrate quickly in water to form a homogenous slurry together with seed, fertilizer, and SEA22077,B3 TUNE 1990 a 02575 2 SURFACE RESTORATION X7" x WV` f. �`iY SE22077A tackitier and shall be dyed a suitable color to facilitate observation of the placement of the material. When -, hydraulically sprayed on the ground, the material shall allow the absorption and percolating of the water. B. Each package of mulch shall be marked by the manufacturer to show the air by weight of the contents. i 2.10 TACKIFIER A. the teckif ier shall consist of a blend of at least three different but complimentary hydrocolloids from natural plant sources, two of these shall be Plantago ovata (psyllium) and Cyamopsis tetragonolobus (guar), which shall make up 65 percent of the total formulation, as manufactured under the trade name J-tac, or approved equal, and shall have no , growth or germination inhibiting factors. i PART 3 EXECUTION 3.01 CONSTRUCTION PROCEDURE A. Trench backfill shall be as specified in Section TRENCH I EXCAVATION AND BACKFILL. i B. Replace all pavement damaged under this Contract with asphalt - concrete regardless of original type. C. In addition to the requirements set forth herein, the work shall conform to the applicable workmanship requirements of the Standard Specifications. 3.02 REMOVAL OF PAVEMENT, SIDEWALK, CUR-,S, AND GUTTERS A. Removal of all pavement, sidewalks, curbs, and gutters shall conform to section TRENCH EXCAVATION AND BACKFILL. 3.C3 STREET MAINTENANCE A. Maintain all trenches as specified under Section TRENCH EXCAVATION AND BACKFILL. 3.04 ASPHALT CONCRETE PAVEMENT REPLACEMENT ♦ A. Subgrade: a •7 vt;�•• -� 1. Bring the trench to a smooth, even grade at the correct distance below the top of the existing pavement surface so as to provide adequate space for the leveling course ?'` and pavement. Trim existing pavement to a straight line to remove any pavement which has been damaged or which is J a ; SEA57g077.B3 3 SURFACE RESTORATION Gt`y r _r•rrr..._�--�.. �. .�. .va.r�rr:rc.:.. _=� ,"�r"_`�t,. _ ...'la�ir�.Lh.k � s_. '_.mare ram. ♦ • �. ,.. i1 SE22077A - broken and unsound to provide a smooth, sound edge for _ joining the new pavement, - 2. Compact the subgrade to 95 percent of relative compaction `in accordance with ASTM D 1557. Accomplish supplementary compaction where required with approved mechanical ;ff" vibrating or impact type tampers. X4 B. Leveling Course: "*'' '�'- I. Place sufficient leveling course material to obtain a - ""0. thickness of 6 inches after compaction, and for proper matching with the adjacent existing pavement, place the leveling course for the full width of the trench where Pavement was disturbed, including bituminous surfaced shoulders. Y 2. Compact the leveling course equal to the density required in the base course and accomplish supplementary compaction where required with approved mechanical vibrating or impact tampers. - ' • C. Prime Coat: After the leveling course has been compacted,apply an asphalt prime coat, specified above, at 0.25- to 0.45-gallon per square yard to the surface of the leveling course and to the edges of the existing pavement. Also, tack j coat cast iron manhole frames belowgrade. ! D. Asphalt Concrete: 1. Place the asphalt concrete on the prepared subgrade over - the trench to a depth of not less than 3 inches or the depth of the adjacent pavement, whichever is greater. If the thickness is greeter than 6 inches, lace the surfacing in two lifts. Spread and level the asphalt yr concrete with hand tools or by use of a mechanical •_' spreader, depending upon the area to be paved. Bring the asphalt concrete to the proper grade and compact by _ '�` rolling or the use of „_nd tempers where telling is 'S�:yg�?impossible or impractical. 4aat•_l 2. Roll with power rollers capable of Providing compression Of 200 to 30C Pounds per linear inch. Begin the rolling "from the outside edge of the replacement Progressing ,x.toward the existing surfacing, lapping the existing - F surface at least 1/2 the width of the roller. If existing surfacing bounds both edges of the replacement, begin rolling at the edges of the replacement, la the existing surface at least 1/2 the width of the roller, and progress toward the center of the replacement area. Overlap each preceding track by at least 1/2 the width of the roller and mace sufficient Passes over the -entire area to remove all rDIler marks and to produce the _desired result, as de--ermined by the Engineer. .. SEA22077,B3 02575 < JUNE 1990 .. .`.}4 SURFACE RESTORATION $, A. rI 3 } Y j0 Lei., y ; a SE22077A *' 3. The finished surface of the new compacted paving shall be flush with the existing surface and shall conform to the - grade and crown of the adjacent pavement. 4. Immediately after the new paving is compacted, all joints between new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be I `•.�{. covered with dry paving sand before the asphalt i - -� solidifies. '3 E. Seal and Cover Coat: Apply a seal coat to all asphalt surfaces replaced. Extend the seal coat a minimum of 6 inches beyond the new pavement and onto the existing surfacing. Workmanship and application rate shall conform to i the Standard Specifications for Road and bridge Construction ._ ' of the State of Washington. .F F. Surface Smoothness: The surface smoothness of the replaced pavement shall be such that when a straightedge is laid across the patched area between the edges of the old ^+ surfacing and the surface of the new pavement, the new ., pavement shall not deviate from the straightedge more than 1/4-inch. ;K 3.05 WEATHER CONDITIONS Y A. Asphalt shall not be applied to wet material. Asphalt shall not be applied during rainfall, sand or dust storms, or any imminent storms that might adversely affect the construction. - - The Engineer will determine when surfaces and material are dry enough to proceed with construction. Asphalt concrete shall not be placed (1) when the atmospheric temperature is lower then 40 degrees F, (2) during heavy rainfall, or (3) when the surface upon which it is to be placed is frozen or wet. Exceptions will be permitted only in special cases ..5..y.. and only with prior written approval of the Engineer. i 3.06 PROTECTION OF STRUCTURES A. Provide whatever protective coverings may be necessary to -- protect the exposed portions of bridges, culverts, curbs, - gutters, posts, guard fences, road signs, and any other -- structures from splashing oil and asphalt from the paving operations. Remove any oil, asphalt, dirt, or env other undesirable matter that may come upon these structures by ., reason of the paving operations. R. where water valve boxes, manholes, catch basins, or other underground utility appurtenances are within the area to be _. surfaced, the resurfacing shall be level with the top of the existing finished elevation of these facilities. If it isra evirent that these facilities are not in accordance with the proposed finished surface, notify the Engineer to have the 't t SEA22077.B3 JUNE 1990 02575 5 SURFACE RESTOR`.TION s t � .i SE22077A i proper authority contacted in order to have the facility altered before Proceeding with the resurfacing around the obstruction. Consider any delays experienced from such - obstructions as incidental to the paving operation. No additional payment will be made. Protect all covers during asphalt application. 3.07 EXCESS MATERIALS A. Dispose of all excess materials. Make arrangements for the disposal and bear all costs or retain any profit incidental to such disposal. 3.08 CONTRACTOR'S RESPONSIBILITY A. Settlement of replaced pavement over trenches within the _ warranty period shall be considered the result of improper or inadequate compaction of the subbase or base materials. The Contractor shall promptly repair all pavement deficiencies noted during the warranty period at the Contractor's sole - expense. 3.09 SIDEWALKS AND CURBS A. Replace concrete sidewalks and curbs to the some section width, depth, line, and grade as that removed or damaged. Cut ends of existing curb to a vertical plane. Prior to replacing the sections, properly backfill and compact the subgrade to prevent subsequent settlement. _ B. Cut ends of existing curbs to a vertical plane. Construct forms to match existing. Place concrete and finish exposed surfaces similar to adjacent curb. C. Replace concrete sidewalks between scored joints and make _ replacement in a manner that will avoid a patched appearance. Provide a minimum 2-inch thick compacted leveling course of - clean 5/8-inch n.inus crushed rock or gravel of quality hereinbefore specified. Finish concrete surface similar to the adjacent sidewalks. Score joints and finish edges with a _ steel edging tool. 3.10 ASPHALT DRIVEWAYS AND WALKS A. Replace asphalt driveways and walks in accordance with ASPHALT CONCRETE PAVEMENT REPLACEMENT, 3.11 STORM SEWERS, CULVERTS, AND CATCH BASINS A. All storm sewers, catch basins, or culverts that are removed because of interference with the new construction shall be removed so as to do the least Possible damage to the pipe or _ SEA22077.83 JUNE 1990 02575 6 SURFACE RESTORATION �i I f 1 SE22077A basin. Dispose of culvert pipe that is in too poor condition for replacement because of age, physical condition, or other reasons and install suitable pipe furnished by the Owner. B. Replace all pipe to the lines and grades established by the Engineer. Pipe 15 inches and smaller shall be laid on a minimum 4-inch thick gravel base conforming to leveling or - surfacing course under rock for surfacing and base, this section. Use a minimum 6-inch thick gravel base under pipe 18 inches and larger. C. Replace culvert headwalls of all types to a condition at least equivalent to their original shape or form. D. Reinstall catch basins in their original locations and reconnect to the drainage system in a manner equal to the original. If the existing catch basins are damaged beyond repair by the operations. construct i,ew basins of similar size, cross section, and design as the original at the - Contractor's sole expense. 3.12 HYDROSEEDTNG 1 A. Prior to hydroseeding operations and after surface ',.as been - shaped, graded, and compacted to undisturbed natural ground, scarify surface to a minimum depth of 1 inch. B. The Contractor shall notify the Engineer not less than 24 hours in advance of any seeding operation and shall not begin the work until areas prepared or designated for seeding have been approved. Folloling the Engineer's approval, seeding of the approved areas shall begin immediately C. Seeding shall not be done during windy weather or when the ground is frozen, excessively met, or otherwise until:Lable. When, in the opinion of the Engineer, environmental j conditions are not conducive to the satisfactory result front f j seeding operations, suspend the work and resume it only when desirable results are likely to be obtained. Unfavorable { environmental conditions include wind strong enough to carry the seed/slurry mix away and rain that will wash seed from slopes. D. Seed n,vlch and fertilizer shall be applied together by a ..i hydroseeier that used water as the carrying agent and maintains continuous agitation through paddle blades. It shall have en operating capacity sufficient to agitate, suspend, and mix into a homogeneous slurry the specified _ amount of seed, mulch, fertilizer, and water. Distribution and discharge lines shall be large enough to prevent stoppage and shall be equipped with a set of hydraulic discharge spray — nozzles which will provide a uniform distribution of the SEA22077.B3 JUNE 190 02575 7 SURFACE RESTORATION sw � Fr,4 } SE22077A ^ �R slurry. The fertilizer shall be placed in the hydroseeder tank no more than 30 minutes prior to application. E. Application rates shall be as follows: +,+F Seed Mix 100 pounds per acre 10-10-10 All Purpose Fertilizer 1,100 pounds per acre ,- Mulch 2,000 pounds per acre ?. Tackifier 40 pounds per acre F. Prevent drift and displacement of mixture outside areas to be --� seeded. Remove seed mix from walks, posts, and other areas not to be seeded. G. The Contractor shall be responsible for restoring eroded areas; cleaning up eroded materials; and any reseeding, �M fertilizing, and mulching of the areas failing to show a satisfactory stand of grass. Restoration, reseeding, , fertilizing, and mulching shall be performed at no additional cost to the Owner. r 1. Inspection for Acceptance: Eight weeks after seeding the last section of completed grass and on written notice from the Contractor, the Engineer will, within 15 days of - such written notice, make an inspection to determine if a _ satisfactory stand has been produced. PART 4 PAYMENT 4.01 GENERAL _ A. No separate payment will be made for surface restoration. This restoration shall be considered incidental to the work and shall be included in the appropriate unit prices and lump sum prices stated in the Contractor's Proposal. Payment ��. shall be considered full compensation for furnishing all '- •xeV-: labor, materials, and equipment necessary to complete the work. :- n S EA22077.B3 JUNE 1990 02575 8 SURFACE RESTORATION 3.K - i w �r lit fill t QL-�`�°t—�� �;I _� �I 1 1 It T w � � i }ill it s s s r s ss s 9 l et! S 5 , t SF sm s � tOA R A R C C s is s ! � ir t F F SE22077A SECTION 02726 '.. MANHOLE CONSTRUCTION ` i PART 1 GENERAL 1 1.01 WORK INCLUDED A. This section covers the work necessary for the construction ki of manholes, complete. Manhole Details are as shown on Drawings. .. e PART 2 PRODUCTS 2.01 BASE ROCK A. Clean 5/8-inch minus gravel or crushed rock uniformly graded from coarse to fine conforming to Section 9-03.9(3) of the j ^ Standard Specifications. , J 2.02 CONCRETE A. Ready-mixed, conforming to ASTM C 94, Alternate 2. Compressive field strength for manhole bases shall be not :;. :.. less than 2,500 psi at 28 days. Compressive field strength for precast manhole sections shall be not less than 3,000 psi - at 28 days. Maximum size of aggregate shall be 1-1/2 inches. Slump shall be between 2 and 4 inches. 2.03 FORMS - A. Exterior exposed surfaces shall be plywood, others shall be " matched boards, plywood, or other approved material. Form all vertical surfaces. Trench walls, large rock, or earth -- will not be approved form material. 2.04 REINFORCING STEEL ' A. Conform to ASTM A 615, Grade 40, deformed bars. 2.05 POURED-IN-PLACE MANHOLES 6 •'" *�^ A. Poured-in-place type manholes may be used provided all t: details of construction r approved by the Engineer. 2,06 PRECAST MANHOLE SECTIONS i J A. Precast manhole sections shall be minimum 48 inches in diameter, conforming to ASTM C 478. Minimum wall thickness shall be 4 inches. Provide eccentric cones for all manholes. r Cones shall have same wall thickness and reinforcement as -� manhole section. Top and bottom of all sections shall be SEA22077.B3 JUNE 1990 ' • k � ati. 02726 1 MANHOLE CONSTRUCTION . ' •y r- N Y SE22077A parallel. Manhole steps shall be cast in the precast sections by the manufacturer of the manhole sections. Joints - - shall be confined O-ring with rubber gaskets conforming to ASTM C 443. xY f B. Prior to the delivery of any size of precast manhole section on the jobsite, yard tests will be conducted at the point of manufacture. The precast sections to be tested will be " selected at random from the stockpiled material which is to k be supplied for the job. All test specimens will be mat tested, and shall meet the permeability test requirements of ASTM C 14. 2.07 PRECAST BASE SECTIONS AND BASES A. At the option of the Contractor, precast base sections or manhole bases may be used provided all details of - construction are approved by the Engineer. Base sections shall have the base slab integral with sidewalls. Base slab shall be 6 inches thick with No. 4 reinforcing bars, 8-inch - centers, both directions in center of slab. Tie reinforcing steel to wall steel, F Ya. 2.08 MANHOLE EXTENSIONS A. Concrete grade rings for extensions shall be a maximum of y 6 inches high and shall be approved by Engineer before - installation. 2.09 MORTAR A. Standard premixed mortar conforming to ASTM C 387 or proportion 1 part Portland cement to 2 parts clean, well-graded sand which will pass a 1/8-inch screen. - Admixtures may be used not exceeding the following percentages of weight of cement: Hydrated lime, lf -ercent; diatomaceous earth or other inert materials, 5 percent. -Consistency c- mortar shall be such that it will readily adhere to th pipe if using the standard tongue-and-groove `type joint. Mortar mixed for longer than 30 minutes shall not be used. - - 2.10 PIPE AND FITTINGS } " A. Tees and ells for drop manholes shall De cement-mortar lined _ductile iron conforming to AWWA C110. Mechanical joist ductile iron pipe shall extend upstream from the manhole to a minimum of 18 inches into undisturbed earth. _ F A, SEA22077.e3 Pr 02726 2 JUNE 1990 MANHOLE CONSTRUCTION 'Q ft},� 4 h%y• iy1 A SE22077A +' I � j .. 2.11 PIPE STUBOUTS FOR SERVICE CONNECTIONS — A. Conform to requirements for service connection pipe specified hereinafter. : -fl 2.12 PIPE STUBOUTS FOR FUTURE SEWER CONNECTIONS -,<1 A. Pipe stubouts shall be the same type as approved for use in lateral, main, or trunk fewer construction. Strength -' classifications shall be same class as in adjacent trenches. where there are two different classes of pipe at a manhole, the higher strength pipe will govern strength classification. Rubl-er gasketed watertight plugs shall be furnished with each stubout adequately braced against all hvdrostatic or air test pressures. 2.13 MANHOLE STFPS A. Manhole steps shall be made of minimum 3/4-inch galvanized -� steel bar conforming to ASTM A 36. Steps shall be 12-inch 1 wide minimum, center-to-center of legs, and shall be drop , pattern with a 2-inch drop. Bends shall be made around a t +_ 1-inch radius minimum, z-inch radius maximum mandrel. There shall be 3-inch minimum embedment in precast concrete manhole sections and 4-1/2-inch minimum projection from the face of concrete at point of embedment to the center of the step. There shall be a 2-inch hook on the embedment end. Galvanizing shall conform to ASTM A 123 and shall be done after bending. B. The installed steps shall be located so as to provide a continuous ladder with steps equally spaced vertically in the + assembled manhole at 12 inches, plus or minus 3/4 inch. They shall be capable of withstanding a force of 350 pounds, — applied at any place on the step and in any direction which :�• projects from the point of application through a diameter of _ the step cross-section at that point, with no permanent deformation resulting. Steps shall be cast in manhole sections by the manufacturer. 2.14 MANHOLE FRAMES AND COVERS t" A. Frames and covers shah be cast iron. Covers shall have the word SEWER in 2-inch raised letter.,. Castings shall be tough, close-grained gra} iron, sound, smooth, clean, free from blisters, blowholes, shrinkage, cold shuts, and all defects, and shall conform to ASTM A48, Class 30B. Plane or grind bearing surfaces to ensure flat, true surfaces. Covers -' shall be true and seat within ring at all points. I � ..✓A22077.83 JUNE 1990 ' 02726 3 MANHOLE CONSTRUCTION I a �~t OKI" ' :a � Y : � . f u So y. 4s • .. e s SE22077A B. Frames and covers not designated as watertight shall be Olympic Foundry Part No. MH30D/T, solid with lift pocket, or j equal. C. Frames and covers designated watertight shall be Olympic - '.. Foundry Part No. MH36W/T, solid with lift pocket, or equal. _ PART 3 EXECUTION •' j Mk ' 3.01 EXCAVATION AND BACKFILL - A. Conform to applicable portions of Section TRENCH EXCAVATION AND BACKFILL. Backfill around manholes shall be of the _ highest quality of trench backfill immediately adjacent, as shown on the Drawings. 3.02 ROCK BASE j A. Remove water from the excavation. Place a minimum of 6 inches of rock base and thoroughly compact with a mechanical vibrating or power tamper. 3.03 CONCRETE BASE A. Construct concrete base in conformance with the details shown - on the Drawings. Vibrate to densify the concrete and screed so that the first precast manhole section to be placed has a -+ level, uniform bearing for the full circumference. B. Deposit sufficient mortar on base to assure watertight seal between base and manhole wall or place the first precast section of manhole in concrete base before concrete has set, if preferred. First section shall be properly located and plumb. - "��. C. If material in bottom of trench is unsuitable for supporting manhole, excavate below the flow line as directed by x -. <Q Engineer, and backfill to required grade with rock, t1L3£' conforming to FOUNDATION STABILIZATION, Section TRENCH r� EXCAVATION AND BACKFILL. Payment to be made as FOUNDATION STABILIZATION in Section TRENCH EXCAVATION AND BACKFILL. 3.04 PLACING PRECAST MANHOLE SECTIONS _J T� A. Clean ends of sections of foreign materials. Thoroughly wet x' f ' joint with water prior to placing mortar. Place mortar on w groove of lower section. Set next section in place. Fill - joint completely with mortar of the proper consistency. Trowel interior and exterior surfaces smooth on standard tongue-and-groove joints. }` K �* l'y.j SEA22077.B3 JUNE 1990 R`f,S;•--. 02726 4 MANHOL;: CONSTRUCTION y - I , I SE22077A t B. Prevent mortar from drying out and cure by applying an ' approved curing compound or comparable approved method. Chip 4 out and replace all cracked or defective mortar. Completed manhole shall be rigid aid watertight. 3.05 MANHOLE INVERT A. Construct manhole inverts in conformance with details shown on the Drawings, and with smooth transitions to ensure an unobstructed flow t-rough manhole. Remove all sharp edger or rough sections which tend to obstruct flow. Trowel all mortar surfaces smooth. 3.06 DROP ASSEMBLIES _ A. Construct drop assemblies at locations indicated and as shown on the Drawings. The ductile iron pipe shall extend to undisturbed earth and be connected to the newer pipe with an approved adapter. The lower ductile iron elbow shall be supported by concrete poured monolithically with the manhole base. 3.0 FLEXIBLE JOINTS A. Provide nts not more than 1-1/2 feet from manhole walls. Lay pip utering manholes on firmly compacted base rock to undisturbed earth. Base rock shall be as specified hereinbefore. B. Where the last joint of the line laid up to the manhole is more than 1-1/2 feet from the manhole base, a 6-inch concrete encasement shall be constructed around the entire pipe from the manhole base to within 1-1/2 feet of the pipe joint. The pipe encasement shall be constructed monolithically with the manhole base. Pipes laid out of the manhole shall be shortened to ensure that the first joint is no more than 1-1/2 feet from the manhole base, 3.08 PIPE STUBOU'.'S FOR SERVICE CONNECTIONS A. Install service connection stubouts in manholes only when -- directed by the Engineer. Place the service connection _ stubouts in the manhole base and construct invert channels as shown on the Drawings. Maximum length shall be 1-1/2 feet. Furnish all stubouts with a watertight gasketed pipe plug suitably braced against blowoff. Provide compacted base rock as specified hereinbefore to undisturbed earth under each _ stubout. i B. Unless otherwise directed by the Engineer, match the elevation of the inside top of service connection pipe to the -• elevation of the inside top of the outlet pipe. SEA22077.B3 JUNE 1990 02726 5 MANHOLE CONSTRUCTION I t J Y� 7 _ i SE22077A 3.09 PIPE STUBOUTS FOR FUTURE SEWER CONNECTIONS A. Install stubouts from manholes for future sewer connections as shown or required by the Engineer. Maximum length shall be 1-1/2 feet outside the manhole wall. Grout pipes in precast walls or manhole base to provide watertight seal _ around pipes. Construct invert channels in accordance with details shown on the Drawings. Provide compacted base rock as specified hereinbefore to undisturbed earth under all stubouts.P. hstall semipermanent plugs in the end of stubouts with gasket joints similar to sewer pipe being used. Plugs shall he capable of withstanding all internal or external pressures without leakage. All plugs to be braced to prevent blowoffs. 3.10 MANROaE EXTENSIONS A. Install extensions in conformance with the details shown on the Drawings, and to height determined by Engineer. Lay — grade rings in mortar with sides plumb and tops level. Seal joints with mortar as specified for manhole sections. Extensions shall be watertight. 3.11 MANHOLE FRAMES AND COVERS A. Install frames and covers on top of manholes to positively prevent all infiltration of surface or groundwater into _ manholes. Frames shall be set in a bed of mortar with the mortar carried over the flange of the ring as shown in the — Manhole Details on the Drawings. Set frames so tops of covers are flush with surface of adjoining pavement or ground surface, unless otherwise shown or directed. 3.12 CONNECTION TO EXISTING MANHOLES A. Connect sewers to existing manholes at locations indicated. Provide all diversion facilities and perform all work necessary to maintain sewage flow in existing sewers during connection to the manholes. Break out existing manhola bases or grouting as necessary and regrout to provide smooth flow into and through existing manholes. Penetrations through manhole walls shall be accomplished by core drilling. _ 3.13 SPECIAL MANHOLES A. Construct special manholes in conformance with applicable parts of these Spec_fications and as shown on the Drawings. i SEA22077.83 JUNE 1990 02726 6 MANHOLE CONSTRUCTION i r w. r 1 SE22077A 1 I 1 t 3.14 SEWER CLEANOUTS A. Construct in accordance with the detail- shown on the Drawings. 3.15 HYDROSTATIC TESTING A. When, in the Engineer's opinion, the groundwater table is too low to permit visual detection of leaks, all project manholes shall be hydrostatically tested. The test shall consist of plugging all inlets and outlets and filling the manhole with water to a height determined by the Engineer. Leakage in tech manhole shall not exceed 0.1 gallon per hour per foot of head above the invert. A manhole may be filled 24 hours . prior to time of testing, if desired, to permit normal absorption into the pipe walls to take place. Repair all manholes that do not meet the leakage test, or are unsatisfactory from visual inspection, to conform to the requirements herein. PART 4 PAYMENT 4.01 MANHOLES A. Payment for manholes will include payment for all work necessary to construct the manholes. Payment for manholes -' will be based on the price stated in the Contractor's Proposal. Payment shall include compensation for a complete manhole including the base, steps, frame and cover, and ring extensions and for overexcavating and pacing the compacted layer of base rock under the concrete base. Payment shall -- include drop connection and materials where shown on the Drawings. 4.02 CONNECTION TO EXISTING MANHOLES A. Payment for connection to existing manholes will be based on the lump sum price for each connection as stated in the Contractor's Proposal. Payment shall constitute full compensation for all work required to make each connection, complete, as specified. i i SEA22077.E3 JUNE 1990 02726 7 MANHOLE CONSTRUCTION r L_ � 1 SE22077A SECTION 15085 GRAVITY SEWER PIPE PART 1 GENERAL 1.01 WORK INCLUDED A. This section covers all work necessary for the installation of gravity sewer pipe and fittings of the sizes and classes indicated. PART 2 PRODUCTS 2.01 GENERAL - A. Sizes and strength classifications of gravity sewer pipe to be used in all locations are indicated. B. All gravity sewer pipe in the project shall be ductile iron. -- 2.02 PIPE A. Ductile Iron Pipe and Fittings: Ductile iron pipe shall be -- centrifugally cast of 60-42-10 iron and shall conform to ANSI A21.51 or AWWA C151. Thickness class shall be 50. The pipe shall be cement-mortar lined and seal coated in accordance with ANSI A21.4. Fittings shall conform to AWWA C110. i 2.03 PIPE JOINTS A. Ductile Iron Pipe Joints: I .J 1. Furnish ductile iron pipe with the types of ends for the connections shown. Where the pipe joint type is not specified, it is optional. 2. Mechanical joints cr push-on joints shall conform to AWWA C111. 3. Furnish complete information on basic gasket polymer and results of tests for physical properties. Lubricant for jointing shall be as approved by manufacturer. B. Joints for Dissimilar Gravity Sewer Pipe: An approved flexible mechanical compression joint coupling with No. 305 stainless steel bands manufactured by Joints, Inc. (Calder) ., of Gardena, CA; Fernco Joint Sealer Co., of Ferndale, MI; or equal. 3 r SEA22077.S3 JUNE 1990 15085 1 GRAVITY SEWER PIPE J ' o i I SE22077A 2.04 SIDE SEWERS A. Side sew?r tees shall be push-on joint ductile iron in — accordance with AWWA C111. B. ripe for side sewers shall be polyvinyl chloride (PVC) or other material acceptable to the Engineer. C. Pipe material for side sewers shall meet the requirements 3t the City of Renton Standards. 2.05 CASED SANITARY SEWER PIPE A. Where shown on the Drawings, the sanitary h pipe shall be installed in a steel casing pipe. This wo: . will consist of - installing the casing pipe and installing the sanitary sewer pipe in the casing pipe. The casing pipe shall be installed by jacking and boring. B. Provide casing pipe of size to permit proper construction to the required lines and grades. t Casing pipe shall be steel conforming to AWWA C200, fabricated in sections with beveled ends for welded field joints. Yield strength of pipe material shall be 35,000 psi minimum. Minimum wall thickness shall be 9/16 inch and casing pipe diameter shall be m+.nimum 24 inches. However, - the Contractor shall be responsible for selecting the gauge consistent with the operation and providing casing pipe of the size required to permit construction in the required line and grade. D. Wood supports for sewer pipe shall be No. 2 West Coast _ Douglas fir graded in conformance with WWPA Current Grading Rules for Western Lumber. Material shall be pressure treated with creosote or pentachlorophenol in mineral spirits in accordance with AWPA C14, C8, C9, and C2 as applicable. — Minimum retention shall be as designated for contact with ground. Method of treatment in accordance with the applicable portion of thw AWPA manual standards. Insofar as practicable, all timbers shall be cut to size betore the material is given the preservative treatment. E. Bands for fastening sewer pipe to wood support shall be 1/2-inch wide by 0.020-inch thick stainless steel. 2.06 CONCRETE FOR ^LOSURE COLLARS A. Concrete for closure collars shall have a minimum compressive strengt' of 2,500 psi at 28 days. SEA22077.B3 JUNE 1990 15085 2 GRAVITY SEWER PIPE I � I I � SE22077A 2.07 IMPORTED PIPE BASE AND IMPORTED PIPE ZONE MATERIAL A. Granular material for gravity sewer pipe base and pipe zone backfill shall be clean 5/8-inch minus gravel or crushed rock, uniformly graded from coarse to fine, conforming to _. Section 9-03.9(3) of the Standard Specifications. PART 3 EXECUTION 3.01 PREPARATION OF TRENCH A. Imported Pipe Base Material: 1. Provide imported pipe base material under all gravity sewer pipe for full width of 7._c.:-h. Minimum depth of base shall be 4 inches. 2. Hand-grade base to proper grade ahead of pipe laying. Base shall provide a firm, unyielding support along entire pipe length. B. Bell Holes: Excavate bell holes at each joint to permit proper assembly and inspection of entire joint. C. Dewatering: Dewatering shall be accomplished in accordance -" with Section 02400, CONTROL OF WATER. 3.02 PIPE DISTRIBUTION A. Distribute material on the job no faster than it can be used to good advantage. Unload pipe which cannot be physically lifted by workers from the trucks, by a forklift, or other approved means. Do not drop pipe of any size from the bed of the truck to the ground. Do not distribute more than 1 week's supply of material in advance of laying, unless - otherwise approved by the Engineer. 3.03 PIPE PREPARATION AND HANDLING A. Inspect all pipe and fittings prior to lowering into trench -- to ensure no cracked, broken, or otherwise defective materials are being used. Clean ends of pipe thoroughly. Remove foreign matter and dirt from inside of pipe and keep clean during and after laying. B. Use proper implements, toe'.c., and facilities for the safe and proper protection of the work. Lower pipe into the trench in such a manner es to avoid any physical damage to the pipe. Remove all damaged pipe from the jobsite. Do not drop or dump pipe into trenches under any circumstances. 1 eEA22077.B3 JUNE 1990 15085 3 GRAVITY SEWER PIPE I 1 SE22077A Y +.' 3.04 LINE AND GRADE 5 A. Gravity Pipe: t' 1. Do not deviate from line or grade, as established by the Engineer, more than 1/2 inch for line and 2/4 inch for grade, provided that such variation does not result in a + level or reverse sloping invert. 2. Measure for grade at the pipe invert, not at the top of the pipe, because of permissible variation in pipe w.11 thickness. 3. Establish line and grade for pipe by the use of lasers or by transferring the cut from the offset stakes _ established by the Engineer to better boards set in the trench at maximum intervals of 25 feet. Maintain a - minimum of three sets of batter boards with string line ' ahead of the pipe laying at all times. If batter boards in the trench prove impracticai because of trench conditions, submit other methods of grade and alignment control to the Engineer for approval. - - 3.05 LAYING AND JOINTING PIPE AND FITTINGS A. Ductile Iron Pipe: i I 1. Mechanical joint ductile iron pipe varies slightly with different manufacturers. Install the particular pipe furnished in accordance with the particular manufacturer's recommendations, as approved by the Engineer. 2. Lay and join ductile iron pipe with rubber gasket type joints, in accordance with the manufacturer's recommendations, as approved by the Engineer. Provide _ all special tools and devices such as special jacks, . . chokers, and similar items required for the installation. — 3.06 INSTALLATION OF SIDE SEWERS — - +.f:5'4 l}_y. A. Install side sewers in accordance with City of. Renton �'+* Standard Detail 5.2.2, bound at the end of this section, and r. as indicated on the Drawings. B. Side sewer locations may be adjusted by the Engineer in the field. 3.07 BACKFILL AT THE PIPE ZONE A. The pipe zones shall be considered to include the full width - of the excavated trench from the bottom of the pipe to a — `-- point 12 inches above the top outside surface of the barrel of the pipe. - .14 �. SEA22077.B3 �Lt .�Ak" :5085 JPNE 1990 _ `v �+.'•:- 4 GRAVITY SEWER .1PEi?h i SE22077A B. Particular attention must be given to the area of the pipe zone from the flow line to the centerline of the pipe to ensure that firm support is obtained to prevent any lateral movement of the pipe during the final backfilling of the pipe zone. C. Imported pipe zone material shall be used for the full depth of the pipe zone. This material shall be placed, in a manner approved by the Engineer, simultaneously on both sides of pipe in lifts not to exceed 6 inches. D. Each lift shall be "walked in" and supplemented by slicing with a shovel to ensure that all voids around the pipe have been completely filled. _ 3.08 CASF'. SAN71ARY SEWER PIPE A. Casing shall be continuously welded at joints for a continuous watertight treatment. Welders shall be AWS certified for the specific types of welding involved. Welding materials shall conform to AWWA C206. B. Bored installations shall have a hole diameter that shall not exceed the outside diameter of the casing pipe, as specified - elsewhere, by more than 1 inch. Where unstable soil conditions are found to exist, boring operations shall be conducted in such manner as not to be detrimental to the _ facility being crossed. If excessive voids or too large a bored hole results, prompt remedial measures shall be taken by the Contractor, subject to approval by the Engineer and the controlling agency of the facility being crossed. _ 1. Once boring an jacking operations are started, the work shall be continuous until completed in order to guard against the freezing of the casing due to settlement and compaction of surroinding soil. C. The entire length of casing shall be complete before any carrier pipe is placed therein. Provide strapped timber supports under barrel of pipe, joint pipe, and slide into casing. The pipe barrel shall bear ccntinuously on supports. 1. After installation in the casing pipe, the sewer pipe shall be tested as hereinafter specified. D, Fill the annular space between the casing and the pipe - completely with sand. Accomplish sand filling by using a gunite machine for blowing or other approved equipment. _ E. After the sewer pipe has been tested and approved, construct a wood form at the ends of the casing and pour minimum 1 SEA22077.B3 JUNE 1990 .. 15085 5 GRAVITY SEWER PIPE L_ 1 SE22077A 12-inch thick concrete plug. Work the concrete around the pipe so that the plug will provide a tight seal. 3.09 MATERIALS, TESTS, AND INSPECTIONS A. Ductile Iron Pipe; I. Ductile iron pipe shall be inspected at the point of manufacture in accordance with the manufacturer's standard methods. Unless otherwise directed by the Engineer, provide a certificate of tests in lieu of witnessing the inspection and test procedures. 2. Pipe and accessories that are chipped, cracked, or contain other imperfections, or do not satisfactorily meet the manufacturer's standard test requirements, shall be rejected. 3.10 AIR TESTS FOR GRAVITY SEWERS A. All gravity sewers and appurtenances shall successfully pass a low pressure air test prior to acceptance. The low pressure air test procedure and allowable pressure drop times shall be in accordance with City of Renton Standard Detail 5.3.1, bound at the end of this section. 3.11 FINAL SEWER CLEANING A. Prior to final acceptance and final manhole-to-manhole inspection of the sewer system by the Engineer, flush and clean all parts of the system. Remove all accumulated — construction debris, rocks, gravel, sand, silt, and other _ foreign material from the sewer system at or near the closest ! downstream manhole. If necessary, use mechanical rodding or bucketing equipment. B. Upon the Engineer's final manhole-to-manhole inspection of the sewer system, if any foreign matter is still present in the system, reflush and clean the sections and portions of the lines as required. _ 3.12 TELEJISION INSPECTION A. Prior to final acceptance, the Contractor shall perform an _ internal inspection of all sewer lines with television inspection equipment. B. The Contractor shall submit to the Engineer a written report — detailing the results of the inspection, and the video tapes. The video tapes shall become the property of the Owner. SEA22077.B3 DUNE 1990 _ 15085 6 GRAVITY SEWER PIPE i e v.r 1 _ t SE22077A i _ p C. The video tapes shall be in color, in 1/2-inch wide high { density VHS format, and shall run at standard speed SP (1-5/16 I.P.S. ). PART 4 PAYMENT 4.01 PIPE A. Payment for pipe will be based upon the un't .rice per linear foot as stated in the Contractor's Propos.,'. for uncased and cased sewer pipe. Payment for pipe will be based on the actual number of feet installed, as measured by the Engineer. ` The pipe will be measured horizontally from center-to-center ^`{ of manholes or to the end of the pipe, whichever is applicable. 1. The unit price for uncased sewer pipe shall constitute -- full compensation for furnishing and installing the ductile iron sewer pipe; furnishing, placing, and compacting the imported pipe base and imported pipe zone material; low pressure air testing; and all other work specified or required for a complete installation. - - 2. The unit price for cased sewer pipe shall constitute full payment for furnishing and installing the steel casing pipe; furnishing and installing the ductile iron sewer pipe; furnishing and installing the sand filler and concrete Plugs; low pressure air testing; and all other work specified or required for a complete installation. B. No payment for pipe, in place, will be made until the pipe has successfully passed the air test. C. The Engineer will withhold full payment on any section of pipe deemed unsatisfactory due to excessive leakage, unsatisfactory line and grade, or any other cause until such _ defects have been corrected in accordance with the intent of these Contract Documents. D. If, within warranty period, any section of the sewer system, although originally accepted, is actually not acceptable due to subsequent excessive leakage, or any other defects, the Contractor shall repair or replace the affected portion at no cost to the Owner. It is understood that if the Contractor fails to do such work as required, the Surety shall be liable for said costs of repair or replacement. � J 1 SEA22077.B3 - 15085 JUNE 1990 7 GRAVITY SEWER PIPE t . ... SE22077A 4.02 SIDE SEWERS A. Payment for aide sewers, in place, shall be based on the unit wy` price per each stated in the Contractor's Proposal. Payment for this item shall constitute full compensation for all labor and materials required to furnish and install the side ,. a sewers. R n I Ii SEA22077.B3 JnNE 19?0 I5085 8 GRAVITY SEWER PIPE i CITY OF RENTON DEPARTMENT OF PUBLIC WORKS i P2OPE2TY LINE SIDE 55NE9 MAIN TO Pt. 5UI IUG,G SEWE FUTURE G" SEWE>Z PIPE `" � I DLG�.SEwfR TEE Wn G"SIPS: CLnl.FT Z'A4'�i1D ILDI SEWE 5t2vIC.E�- G'SIDE SEWEli E B R PAINT UPPM FL)RT70N wwm —N AND STENGL OW Wr FLAN it WORDING 'SEWER'WIT4! 3" LJIC741 0111CW LITTERS. I � � NOTE: IRON N PI�x• UNLESS OTHERWISE SHOWN ON PLAN, i 1:5:5 M9�511)t'COUTLLUi FM CA5T SIDE SEWER SHALL HAVE A `E OR DUCTI,.E IQLV PIPE. MINIMUM 5' COVER AT PROPERTY CONLR 2/1 LINE OR 3-5' LOWER THAN THE a�'I` ���1 LOWEST HOUSE ELEVATION, WHICH- EVER IS LOWER. • Cu MIIJ TtE VMIN \,F-V&e SIDE 15EWE2 cZC BLOCKING ANGLE EX5nNG 5ewE2 o'TZSTTEETO6E MAIN IN31i1LL.LD�i CDI+uKT. OF TEE AT MAIN OVER 25" ELE VATl0A\l UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE PN P SECURED TO SEWER MAIN WITH ��.ADaDQ. STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS 25 2i ANN.9WPE TO EXISTING MAIN. " NOQIZUWITAL. VITRIFIED CLAY, PLAIN 6 eWeL Nk11HJ REINFORCED CONCRETE, D1 PIPE 6 Cl PIPE SEWER MAINS Tvolcial 50 5F&12 ARE TO BE CORE DRILLED. LEVATION STANDARD SIDE DATE' SEWER INSTALLIATION :HEE. 5.2.2 F CITY OF D PUB C —77CC DEPARTMENT OF PUBENTLIC WORKS 5 IN. DIAMETER PIPE LENGTH(FT) C 50 1 100 1 150 200 250 300 350 400 450 1500 0 0 20 40 59 79 99 119 139 158 170 170 50 35 SS 75 05 lil 134 1154 174 178 177 177 1 d 200 70 90 110 130 150 169 187 186 lel 183 182 1 W ISO 106 125 145 165 185 193 193 191 189 197 186 I.j 200 141 161 180 200 202 199 197 195 193 191 190 a 250 176 196 21l 209 205 202 200 198 296 194 193 0 i 300 211 220 215 211 1202 205 202 200 1!B 197 195 m 350 227 221 217 213 210 207 205 202 201 199 197 400 227 222 218 214 211 209 20 220l 202 201 199 450 22- 222 219 215 217 210 20B 206 204 202 201 TIME(SECONDS) SIN, DIAMETER PIPE Mo 100 150 200 250 300 350 401 150 300 0 l0 59 79 99 119 :39 158 1 00 1 005 9S 1lll 13l 13l 17{ 192 190 188 186]0 150 169 1B9 209 210 207 207 201 198 85 205 22{ 233 227 222 217 21l 210 208 40 257 2l8 2l1 235 230 225 222 218 215 71 261 257 3{7 Ill 236 333 328 225 22273 26l 257 251 246 241 237 233 230 227 3S0 283 274 267 260 2S4 249 245 241 237 234 231 l00 283 273 269 263 257 252 248 2ll 2l1 278 275 l30 2B3 276 270 26{ 259 2S5 231 2l7 244 241 239 _ TIME(SECONDS) PROCE➢ORE' slowly pressurize the pipe to 4.0 p.S.I.G. ]Lllov 2 minutes for stabilization, adding air as required. Time the drop from 3.5 P.S.I.G. to 2.5 D.S.I.G. Read the maximum _ allowable time in seconds from the tables. AIR TEST TABLE (LOW PRESSURE) DATE 10/87 SHEET g.3.1 LL _J a WSDOT UTILITY FRANCHISE 10076 x I wsD�� ols� E71- (p'}l0 J cs 1744 -SR 405All --- 3.30 VN �.porationwashirwan UTILITY FRANCHISE FRANCHISt NO. 10076 r DISTRICT NO. 1 Name and Address of Applicant: City of Renton 200 Mill Avenue South Renton, MA 98055 The Applicant. heremsftsr,u .-Ed to 1a the "Utility", having applied for a franchise to consfrt cl, operate and maintain an S-inch sanit.:j s.wer on a ,ortion of Slate Rob', No 405 in King County, Washington, the Washington State Deferment ct Transportation or its designee. hereinafter referred to as the "Cepartment", hereby orders that this franchise be granted for a period to expire APR 26 2014 subs to the terms and provisions stated upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof Exhibit "A Special Provisions for Permits and Franchises, Pages 1-5 EXHIBIT "B." Summaries, page 1 EXHIBIT "C." Right-of-way plans entitled, "SR 405, Renton to Xennydale", page 1 EXHIBIT "D." Plans Showing Access entitled, "SR 405, Renton to Kennydels", page 1 Beginning at a point opposite approxvnete Milepost 6.27 located in the ME 1/4 of the NN 1/4 of Section 5, Township 23 North, Range 5 East, M.M.; thence northlerly to a Point opposite approximate Milepost 6.38 located in the BE 1/4 of the SW 1/4 of Section 32, Township 24 North, Range 5 Zest, N.M., more specifically described in Exhibits "B", "C", and "D": Construction of facilities proposed under this ham Drp(R�T;i O�t� chile shall begin not later than 2 years, and com- pleted within 3 years, from date of issuance. By. otherwise this franchise shall become considered null 0 and void. Title. Assistant Secretary for Highwa � ys Date_ -2-- =�',� DOT L GENERAL PROVISIONS 1. This franchise is subject to Chapter e744 RCW and Chapter 46834 WAC and amendments thereto. 2 Whenever necessary for Ina construction, repair, improvement, alteration or relocation of all or any portion of said highway as determined by the Department, or in the event that the land$ upon which saki hig Sway is presently located shall become a new highway or part of a limited access highway,or it the Department shall determine that the ieryl l of any or all facilities from the said lands Is necessary, incidental, or Convenient to the Construction, repent,improvement.alteration or relocation of any public road or street.this franchise may be cancelled(in whole or in pert) upon nol.ce by the Department and any or all of ouch facilities shall be relocated or removed from said highway is may be required by the Department. 3 Upon failure,neglect or refusal of the U011ty to immediately do and perform any change,removal,relaying or relocat Ing 01 any lacdares,0r any repairs Or reconstruction of Said highway herein required of the Utility,the Department may undertake and perform such requirement and the cost and expense thereof shell be immediately repaid to the Department by the Utility. a The Uldlty, its successors aid assigns, sprees to protect the State of Washington and save it harmless from sit claims,actions or damages of every kind and description which may accrue to or be suffered by any person,person$, or prop^rty by reason of the nerformance of any such work character of materials used or manner of installation, maintenance and operation,or by the occupancy Of right of way by the Uldlty',in case any aunt or action Is brought against the Department for damages ansing out of or by reason 01 any 01 the above causes the petitioner, its successors Or assigns will, upon notice of commencement Of such 90100, defend the same at Its sole Cost and expense and satisfy any judgment ahsing therefrom if determined adverse to Ina Stale of Washington. 6. Any breacl of any of the conditions and requirements herein made,or failure on the pan of the Utility of this franchise IO proceed with due diligence and In good faith after II$acceptance,with Oonsiruetiun work hereunder,shad subject this franchise to cancallabO+after a hearing before the Department,of which said hearing the Utility shell be given at beat tau days written notice,it at that time the Utility is a resident or is doing business in tt. Stale of Washington, ( otherwise,by publishing a notice of said hearing once a week for two consecutive weal.$in a newspaper of general circulation in Thurston County.W ashngto I,the last publication to be at least ten days Laic'a%,,date fixed for said hearing 6. Whenever if re deemed necessary for the benefit and safety of the traveling public,the Dap:r!.,ant hereby reservea the right to attach and maintain upon any'acility by the Utility under this franchise any red Fired traffic control devices, such as traffic signals,luminaries and Overhead suspended signs,when the use Of suc'i dl!vlca:Or attachments does not Interfere with the use for which the facility was constructed.The Department 1n811 boar the cost of attachment and mslnlenance of such traffic control devices, including the reasonable cost of any $tie construction beyond normal, such extra coat to be determined jointly by the DOPenmenl and the U'thly of this franchise. It is not to be Construed that me Department is to share In the normal coal of Installation,operation I I maintenance of any of the tac,lhtea installed under this franchise. 7. No assignment or transfer of this franchise in any manner whatsoever shall be valid nor vest am rigs., hereby granted u011l the Department consents thereto and the asalgnee accepts all terms of this tic^^.9se. Afteri to asaign this franchise without Department consent shell be cause lot cancellation ;0 herein provided. 8 The Utility:hall within twenty days from receipt of a copy of this order,file with the Deptlrtmem at Olympia Its written acceplan.t of Ina terms and conditions of itee franchise. g If the Utility enters Into a contract or agreement with a contractor to perform the work provided herein to be performed by the Utility, the Utility for itself its assigns and its successors in Interest agrees that It will Mt discriminate on the baste Of race,Colo.sex,or national origin m its choice of contractors and will Include all of the nondiscrtminalion provisions set forth in Appendix"A'from Title VI of the Civil Rights Act of $964 and Section 182(a) of the Fanelli Aid Act of 1973(23 U.S.C.324),and as said Regulations may be amended.BI e,ch of any of the above nondiscrimination covenants shall be case for Cancellation as herein provided 10. Tire Utility pledges that penorman;e of roptine cutting and trimming work will be accomplished in such a manner that the roadside aPpearance wdl'riol be bisffbb'red When mslor work is involved,0r damage to roadside appearance may become sigrihcanf the holder shad secure the approval of the Depenmeni in advance of the work DOT wr went a a..ran I w SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES KWW1KXFrancl:ise No. 10076 Applicable provisions are denoted by (X) © 1. No way W..tlM la nN1in •hall to WnH ml unW the 0"ilY 4 pooled WOgrys11M by IN GWam,l ta9r4enlatM Nome Send correspondence to: 1. District Utilities Engineer Y.mre.e 15325 S.E. 301th Place, Bellevue. WA 98007 Teaph.n.No For preconstruction conference call: Mr. Olson, 872-6470 © 2 A MI W IN pm.a 1rMchlee nutlet N M Ih.pb Ma.end pW.Clad Mean Ion aNmMNa,al aI11aMa 0M1rq any W IN..."fClgn auMomod by a.d W...a Llntnna rmmn she C,.rlmMl'. Inbo•way. ❑ 6. N1 Me.rant any rNMpoel,r,,hl.C,wsy MI 1a11ce a pWrd tell 1•MSIW"Ni,the pmRe 0 1Ne poll and one N a.lurb n!Mal Mr•Irvc1iM.In...a.m.-a N..,.fully rnno..d pror Id CMaloall.and nYl n rap4'Ad.11N CPKNNdI DI CM.e.t.Ip she fuliaaC No o1 1N DapnlnNM MI .pns and pM¢ .haltff a.'ll0t must b•mtml•n•d M opNsnon du,alll CM.IrtldhM. © . iun,I..M.1'...Ma,04.I,M.Il Conimo the Dep.nrnom snw.. -twa .111stsd.spM.I p cyovwn NMIWr 1110 asoM.n the Intel. W un,.y cMhd nwnsent wmm.the.pact boots M IN wml an,..I. b•61101".d.m.p.d."at,""Or We ru yecl. .ppppntl..cLM of N taken by IN Dep.rtmMl,plot to CMalruclnn,to retnMGo w least the mMurNrlts My MomanMls aNWW deloused .do."OYed by the MunY.opNabm w0 N read W Iaq.CM by IN Dep.m., si IN We NpMN 01 IN Wilily © 6 as .Mn.,NChM.urw m.mlM.nc.Of In,.f.cJllr.IN WN,,Nall coyW,. 4 Me,M....I p.llMam Tr.N.G IrolD ..Mr slrNb and yYpnw.Y. It dnnm,asd n.uuvy by the DesanlnMt IN Wetly aM1,euWd."not pd Ir.NI.OMbM pan Io In.D6p.n., apasenla IM In .ppro..l pno, to coN4uclon,V Im1MIM.Me opM6bM. © 6 The Vol,sMN w,ft thus rh ,,,Mant.rw*$.Iotme upon complelgn of Ion wor*uMM this Ww,t W henchiss to that s N,el instal Can M mod.and Lash M.Mdaleh IwmM 10 the DMncl W.btea Enpm.n.n.nM Inncr.n.a"Mit plan sal M.unu.canon o,reeacNM W a. !1f Inu11ha.0 M.nIQM11 06MMN M WIN,plans My.been rWa.d dump IN cane 01 cCM;I,u,1. 161 2. pent to the NgmMp M CMslru,oln..paf WoI,W n cMlnw.aNaN bs has.1 latch Me Dap•rhn.nt and Iha lNl1Y Ind has sari sal. CMNclor.and nK.d. Men by 111Mt. ❑ 6. anal IN W lely Cho"110"dWm the nwk wlbn.d Mqm win OMIT 1Mn he Ml 1O 06.6 76 hloso tn1 Of that W 1plY she"ce p1•Mt.I all IMN.uaN ON Constrvotm is n WoO es•unless otns-110 6990"to by In$Wp.nmaa all cpracl between Ion D.p•nmam had Ion W i aY. CMlrscla Nall M IMWph 1M 1apOMt611ve of Ion WIlty Whwg the Wrblr Choose.to Wow.Ion won and., !i no too.s.Y my NK,10 .ppdnl oas M A.ompaYeas"aga0 on Ina C0f3tNC'W as da faveasnlanva.F6en.10 CWaWY Mlh Ilue Wow.akm aMe eat WouMs b r.atrWIMp any WMn weak by IN WLty wlan Me nght 01 y au until sand Cantu son to mat ❑ N. Th.W 1Nry Was.to eaMduls lM wom We.ralamad to and D.norm saM wore M...h...or as nut to"I.,the Dsaenmanl'.COMaCI.M the pnlnmanc.of Me cmintt U 10. TMWihlY ape•.Mal MM placing A.lsbhly wmmA any Donona M In*madb the lonCh shall ba MCknllsdnhW4Mut layna rot to uc..d 6 nchas m"Be lAckn.ss.InC.Dt that 1N 16Ya.a o,the lop 2last from polBe Bred.an.11 no..ac.ed.MCN..In"..InCNNu Each 4Yn of May an,..C,l.hall N COnup.....to aM We.INn"WC,M W the M,l d.o.,a.Mtnmmo by CCmp.ch.control lest. That m.slue conlMl of the becktdl—vvml at Me Ilm.of cOmp.cl.M 0.11 be..speUNd by the DepNmn.l M m C...wtll"w.1M 6.IIInp"N .IMwed If. WW1,.Min M a•Ir.M•. . `•'ase 9 al as Cr��•���d.TTrNM1 IN N stork 0.11 N.Nc<d M In. /p ,rl Iwon &.w o1n n'wnays. sun. .'.IsMl 6 fcy 12. N dnnmrmd nacau6ry Oy uK W.. .m ftl,*fly n Oil Ol NN aluvalad matnal shad N rMpvld had flaVaCed ailh WIIs4a .I.NI as �y stall by ono usOsnmaM kL ID. WW.n.,Memad.....asy by Me Dfsufr h Of Labor.nd Mdasb,e.6Mlor Ina Dapsnmenl on Tnnportalon,la the H10:y M 1N wamae soft the nol.Clgn Of the Msnwry DavemeAt.1M Mona sal the Ignth la UUva1w11 0614 be adaOuatatr auppMlad to feduca the MGard to wMn..nd prvMl any"Oulu by crack....Wam.nl,nc.to Ion par..t No In.,wo M1.Ion VMcn p IagW heal sra.NI ba soul mlrl p( IN "..'.mMl ,.mM yy 14 TrMch14 Nall be Mce"0410 68 soon 11 Mast$*bal the laYaq of pipe m C6sa No Woo 1reMMa M6n N at C af.mhl nut MCada.boron; as PgMs Its.wMch M611 N cov.rsO wlM lamb.,o-Mnn mal6nal of suMcrMl alrMptn to withstand Me food of hyhwar Ir6111c a IN Dll a NI Io be backltlad wtlh maanol each mpht $f 16. M all.apt laalmenl,1,..,' datN.. 'taa e1C datuNeO by IN.seat 0.11 N nahMa.d 10 Mnr n,pin.l CrOM Sul 6n4 10 onron All O "MCM•shall N mNeft by win Mp.'Ma bill K.d...I ht.and It....14 .Mprnen Na.N smPIOyM I-Me WNoa.O1 ty polnlmp ton a o.g puM2 RO6OM0. Ma,.hOn. Man be . e elMd by the Dap..m.nl'.rW...llalm. im 16. sultan•Oplcaba.Mere..shall to pl.tl".1.6ch W.sal as,an.to,.11 Cm Wq..N pl.cod s st,64))INl la euopn W in61 lays.IC MCIUM company fame,pVel'n1 a cabs ldtnohc61on.a1404n6 number Ip CMI.CI,.M the distance tom IN,Nms,to the NI n last.Ml."I, ba gaud.,as IC..to.lnlnaec.won Nlnw.nc.upeatmn. Mom..stay.1.0 N pl.cad.1.1,Uo,cu n dnasl W.Mnc.teen nplll Was.,an.w cMlol,n. of n,pnwn DOT page 1 EXHIBIT "A" 17 Y'Make II'.••.&.c 0 lie M.lawunG a IM hvtl.g 11CMUY.`thle Me poannlY a MC utAll Mtl.11alan NColrlu IweuurY Owwp IM .-T.- T m W,a+ ed eceek,ry. kkq' a IM 11pn1.a�tiY.Y 4.aq...y~.Io I,.hkt n rpu.al h0'n IM D.y.rim.nl'a rW.aM4- •AA,.T— .Y IdMe'I •:w FwekN H..d.b,e M4 e,areep.any end.d a tore vi derloor d Note"..to,te.l tlq pp.ne,Ml be Me rM M'.ee y,n.ek a .M I ra a he vine..ecaM,. v keei AIw. diNMneo MY'h 1 ebW.1M CtvMMll sMscelp loo 000rs. w1a. eyerm. cmq.c40 ..pel. t••.M:.d Ir I+i fMM.U.a:'.•wr•NnuIM..TM.nee.a M.MuaA.O.nwk.l Hull.pq yp.n hoe,In.Wp.a pa.M..nl.1 ' M01.1.tl •.JI ryr Io6,:IWn wh N.W1C1N 1M nHp.H NWkN....1 IM Mee le".nip.w eedlbna h.. l'.h 2 tw.iH..1F. M1Hw.!! .A r V I :IIUM.11+ VA crw.Yq.al t000—w..Cl"ea ser1.e.0.Ilh al.H.pMA co ity ..p..wrnl w cwnnt cxrH.p.v.m.nl Hup W eccanal.MO by WClwp. Fpep, ke.epkMwp IM Gbia M be,Ayer In'r..d.ee. ww.. aoecMc.by Moyld.d for.11kMelee A.e,.peel.,p•o..ee,no. 2" ❑ n TM cook,a vice✓.11..ylec.d vM4I,a 6.1.0 eecaaee,ed as.visored on nws an:lcfwed saAdlu.!ak pro..nal be lack". Fd.l,a.up.r.E Ilrouvn inC nghw.r P.a..cn.IwIHYIm H.INA a E INI Fpn WO."to FMan.O lua w....n.'.mMYNIm el:IM IMI a ape ;lem wit.a ditch to 4p of GnMp ❑ 21. OO.n h.ncn cu.lrvctgh.111 b ello..d only .1 MON bC.t..yknln4'J on Mie 0...eiIiG4.M+a oral u Eanpd(a) .Ilh 1�y -wee-1p to b p.11am.d I. ""on M..n.cMC•Opn t'N B ,.-4Nd1 yy 22 W rCH..MnIMyM. o, M.NcA,.e F..11o..d.Mnn 1M FMed .cue.e... ❑ 23 BWIM mHnl.,y,.a 11.I.c,lAy I nH b.pMrtWtad W.IM W0.0 Ir.e.:RAO..ys or nnpe a bB end.II fie-my III ne by.ec... it. ❑ Ra B h1d c..,lapuv.d to Maury pop.+cM1pA.Ma MIn IN IMIM.M oceeke was a Gld pMm"Y heM)Y..Nb ba Ikeiii, d by a 84NH lMMY BM1d n.M.I W.dvuanMk F O,yr,pa ❑ 2p TM I Ah Maa pro to M.DaM'tman,e M e.moor1<a T _.very bond M.by.v.fv cuwp..y.NMna.d to do W.M.ak a M.St.'.of WW,,,7lon a.n a.cr ye cc.1 alit a b.M.ppw.d by lee,O.pMlln..t,vier to HMI a conalrncTwl,to ev. -,eep lc..nh M7.M.11 of it.IMm. w cmdlgn.a In4 W.M h.K11ia..uk,lie IJ, GdMt to rMnaM F b .lay,.grgd eMe i du Y.., .nor al. a eomaeh.. a COM.1. ❑ pF. TM Mlpty We.. to Wry he ..$ kit.. co.Mkd by Mt. h.ncMe. a ScM"c CAs.Na W .M -0 1. darted m .141hed E.AMX HMM.t tM twins ol mete rR:teielN llok a"Me,W tort pMlgn a M to W reconaoye,t" M pnJl to..We,.a M1. F.MJW. ❑ 22. TM Niel,.Pas.to Wry the..Ml"nee cmwN by M,hMKNa.a Sc.,C W....W.-AX",'B".W l.'BX'..."hired..attached 4 ear .l llv leei n,e pad o.Gr terite de litally ❑ 25. TM LliyY'Week to Wry ce leik c.le.M4ky lee.al'irp t keesa.nee M!duck C ....-AX"awe 11'...dalewW on.II.cMd E.Md, 10.We,.....pl.b4 In Me DsoMlmahl"'.M al nN leek,a Mlol..AM&clen a Me We.for Me'i a Im.to be racmarvdee.M vine to IM.epikl .of Ihu F.MMN TM mU.q 1111r41.1M..4Y reeee a Mar M.saot local.a uuhua.to tM Dp.rinl.nl. Why Week M b. r .ponHa. M .., CC1leneclw 0.1k4MMa.. a re.uh a!I.ro.d..l e.4k Aki ❑ w TM MAI kell b.rpun.d to m.r4n en...Y MXF "".cMei boor.ked 4rp..Y Mllr .I .I anw FMse. .. r(kwM ll.lm vol w.wo a.r w nit. P.p.2 EXHIBIT "A1' 1 +� PFOR F SPECIAL PROVIBIONB FOR PERM-T9 AND FRANCHISED (Continued) X31. The Utility/Grantee, its successors and assigns, agrees to protect the State of Washington, its officers and employees and save them harmless from all claims, actions jr damages of every kind and description which may accrue to or be suffered by any person, rersons, or property by reason of the acts or omissions of the Utility/Grantee, its assigns, agents, contractors, licensees, employees or any person whomsoever, in connection with Utility's/Grantee's, its assigns', agents', contractors', licensees' or employees' construction, installation, maintenance operation, use or occupancy of the right of way or in the exercise of this permit/franchise. In case any suit or action is brought againzt the State of Washington, its officers and employees arising out of or by reason of any of the above causes, the Utility/Grantee, its successors or assigns will, upon notice of such action, defend the same at its sole cost and expense and satisfy any judgement aa_ainst the State of Washington, its officers, or employees: PROVIDED, that if the claims or damages are caused by or result from the concurrent negligence of (a) the State of Washington's agents or employees and (b) the Utility/Grantee or Utility's/Grantee's agents or employees, and involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid anC ' enforceable only to the extent of the negligence of the Utility/Grantee or the Utility's/ Grantee's agents or employees. his special provision supersedes Franchise General Provi .on No. 4, Utility Permit Provision No. 3 and General Permit General Provision No. 1. The Utility/Grantee, and on behalf of its assigns, agents, licensees, contractors and employees agrees to waive an claims for losses, expenses, damages or lost revenues incurred by it or its agent, contractors, licensees, employees or customers in connection with Utilitv's/ Grantee's, its assigns', agents', contractors', licensees' or employees' construction, installation, maintenance, operation, use or occupancy of the right of way or in the exercise of this agreement against the State of Washington, its agents or employees except the reasonable costs of repair to property resulting from the negligent injury or damage to Utility's/Grantee's property by the State of Washington, its agents, c�-tractors or employees. X32. In lieu of a surety bond to ensure compliance pith the terms and conditions of this franchise the City of Renton agrees that the Department may effect reimbursement for the amount necessary to restore the highway from the monthly fuel tax allotments which the city of Renton is normally entitled to receive from the Motor Vehicle Fund, and in accordance with RCW 47.08.090. EXHIBIT "A" Page 3 FRANCHISE 10076 rc�snr+n.��."'a4�S��sLr SPECIAL PROVISIONS FOR PERMITS AND FRANCHIFE (Continued) X33. Construction of this facility will not be permitted from the through traffic roadways, shoulders or ramps of SR 405. All access during construction shall be from outside ' :ie State right-of-way. X34. The Utility shall reimburse the Department for all ..ctual direct and related indirect costs necessitated by this franchise/permit. Such costs include, but are not limited to, plan review and inspection. X35. All material and workmanship shall conform to the Washington State Department of Transportation Sta. lard Specifications for Road, Bridge and Municipal Construction, current edition, and shall be subject to inspection by the Department. X36. Should the Grantee/Utility choose to perform the work outlined herein with other than its own forces, a representative of the Grantee/Utility shall be present at all times unless otherwise agreed to by the District Representative. All contact between the Department and the Grantee/Utility's contractor shall be through the representative of the Grant**/Jti1ity. Wnere the Grantee/Utility chooses to perform the work with its own forces, it may elect to appoint one of its own employees engayed in the construction as its representative. Failure to comply with this provision shall be grounds for restricting any further work by the Grantee/Utility withir the State right-of-way, until said requirement is met. The Grantee/Utility, at its own exp-iise, shall adequately police and sup-rvise all work on the above described project by itself, its contractor, subcontractor, agent and others, so as not to endanger or injure any person or property. X37. The responsibility of the Grantee/Utility for proper performance, safe conduct and adequate policing and supervision of the project shall not be lessened or otherwise affected by Department approval of plans, specifications or work, or by the presence at the worksits of Department representatives, or by compliance by the Grantee/Utility with any requests or re^_ommendatlons made by such representatives. X38. Utility faeilitien installed longitudinally within Zone D, outside of Zone A, shall have a minimum cover of 76 inches except in consolidated rock where it is necessary to saw or blast the rock to install the facility, the minimum cover may be 24 inches. EXHIBIT "A" Page 4 FRANCHISE 10076 _ SPECIAL PROVISIONe FOR PERMITS AND FRAnCRIDEB (Continued) X39. The utility shall install detector tape or cable 12 inches above the underground facility. The tape shall conform to the standards of the American Public works Association Uniform Color Code. X40. A fence shall enclose the work area at all time to prevent ac,os to the highwcy. .y 4 MOMIT WAN Page S FRANCHISE 10076 rV$f lk «id'► r i i, Ak ^i{;'. YSrY '. " `ll7r• w°7'Yil"+k'tS�M'is�L'<r�CeC,r„��'a`, I I CITY OF RENT® WASHINGTON PLANS FOR THE CONSTRUCTION WEST KENNYDALE SEWER E U I 1. INDEX TO DRAWINGS 1. LOCATION MAPS,INDEX TO DRAWINGS 2. GENERAL NOTES,DETAILS l 3. PLAN AND PROFILE,STATION 0.00 TO STATION 4+20 4. PLAN AND PROFILE,STATION 4.20 TO STATION 8.20 5. PLAN AND PROFILE,STATION 8.20 TO STATION 11.83 - 6. PLAN AND PROFILE,N.E.27TH COURT 7. MISCELLANEOUS DETAILS VICINITY MAP i I _ Rousa Y�p d L"De xcu,pwti N�we OO9Y.ca' liliY/lO,O1 pfYW11lM _rwEti f!n'Cl iaY WYfsry°IpW�YiirgrrOM �i- .J � � e.4 `"O1:n'n::`.`.•o-u.m.°o ow' •w.ol.w a, mart nwne.! nw iYY..uYr 1 I 4� TY OF RENTON ASHINGTON NS FOR THE CONSTRUCTION OF _ NYDA! E SEWER EXTENSION INDEX TO DRAWINGS •+ +. �\ 1. LOCATION MAPS,INDEX TO DRAWINGS `\ 2. GENERAL NOTES,DETAILS 3. PLAN AND PROFILE,STATION 0+00 TO STATION 7+20 exams C. PLAN AND PROFILE,STATION 4+20 TO STATION 8+20 eewEa S. PLAN AND PROFILE,STATION 8+20 TO STATION 11+83 S. PLAN AND PROFILE,N.E.27TH COURT 7. MISCELLANEOUS DETAILS WEST KENNVDALE SEWER EXTENSION X E.rsn.c� • t"�"A � Y I on SE3 axnxyw JMES Av rvE : tl L E'J is i fin. . 0•'.a r� i -n w,o.,+ .xo ooaw.cax arwww xxrw crtr ox xaxrax.w+ar,wrox +n.a ar,aar . ws,�w.r a w,onniaru. cuow.E ew�p 1 OF i w,wwan ora�,u wouxo.roan u��,. wm•axxmue wawa unxuox LOCATION MAPS, INDEX TO DRAWINGS uxe m ra.aaaux J v Y ) Jt PLAN SET REFERENCE SYMBOLS ABBREVIATIONS p LEGEND 1 SECTION AND DETAIL DESIGNATION AC ASMALT CDNCRETE o RAW E AND RRELINE WITX ST.npJI.YG 1 IN HOC F IpM Ai."SECTICN FGINi AT WXICM QCTCN • AT • YANNOLE OR CET..IsTAVEN MDETAM.IE SN,AM AVE AVENUE EmnxG LEi1FR pgICATES INDKATES Cup CdOCAETEEO METAL RRE `.N. w}iFpL1xE MTX SIZELETTER CEUGAATICNK svclION.A OESg14TgNd SECigN�� CGNC CONCRETE CONK CONNECiIpI G YA x �-- p.y FA CT COuni 1 vAC, V,,ElEADCATES0R.tWING f WMLAiES D1 A S 151 p DUCTILE pyT .r—o- SANITARY SEWER MTN YANA LL VMERE SFcnCN IE SNCRAN WxFRE EECiKtx IE iANFx pA DIAMETER —Yfs OAS RFEUNE -I WARNER INDICATE5 NUYIfRSMATES EL ELEVATION ^- J-�---� _ CULVERT MTN ADS AND TVAE CESsiNATI(w CF DFi4l�`A CESIGNATUNd OFTA0. EAST EYSTIro FENCE UK D 6AS O UOxi NQE HETES IS H-tl U TREE M C °ET°pAK 55XOWN�� WNERE DETAIL 4 WIN IF INVERT IIEvpndl p10Xi-d-WAV ANDIOR MICAS- • LT LEFT EASEMENT LINE RY'" YAs YA..u. �� ,I DITCH OR STREAM SNOWING DRE:' I T11Kll[OFNO MIOOSt«r.ItlKw'W.„„xIl9VMI OINYYLWwDUM'DlOMO LpN IS UY �.�.�(If2�• E[ISTINO CDNTDURS • Mp�igt�gkl..fytt°3w5 F—E-:yCErYIA.uM11pEO Fr.HkH41[CE.1rYS LFOFMI YX YINNCE ISANI•ARYI NJ YECNAYCK J0NT N�'� N!W CON10Ups T kTagLMMy W SIMLSO DF.0 MER a E%ISTNG GRACE ELEVAl0N NNEN'sasMli M1Of UAYEMYEMTUM.N.Q°CN nM ITS NOT TO SCALE • �RMLK R/G✓T-OF-WA✓ • GRACE DIN CO WTLO[DYlN81°N SURVEY WNUMENT R/L k.CAVA"UK •B EdNNG IVC PMfON.VL CNLCAM tt, TEST IT rvAT PAVEMENT W O y AT ER JF.SORMO MOW p.0 1 WAY SACRFILL ivPE 1MTH LITERNO Er p'y rE A(t'49 ACUC, pi p10XT ` M NATIVE\ACNRLI MATEP �L 5O AEY/ SS SMNTApY SEAVE. I IYgnTED\}CApll..wlA RtMOVE PoRTpV OF ST STREET - EX/5T/NG WA(K!fURQ • /G4TTfR AVO RE/YiECE STA BTATgN N A" D Tl1M TVFIC.Hv TYP TYRCLL IXRJT/Mi OROItNO HOTFS' VENT VfpTICAI tow r m dowlWE+yRLLS GR OE(JSNEO ROC^ /W1 RATE. wRRKY/.V IB SI.CWN AMrBTML W/TI •F/NE$'/Ar wl ANTI AccEirweLt. T'M( b'M/N/MUM LIIl.TN SALAMI SIE LFMTMLNGp.AE W/O MTNWT aEOL//REO T° ,AE .WT£/xAL/9 NOT 1R EO dYTO'NUl1LX R/GNT OF MAN✓. 7EAfF7RARY CONSTRUCTION ENTRANCE ROE„IINEo FT„E WMOA(L qn W't'-E'urARRY SEYLLS� E•.rr.wdW Milo®WIMA Y+u wa✓ RTeRIc E1T°D'„'I IRASAL RACR—� CONSTRUCTION S'.JUENCE rrcRry RERALMALTEo ° 5C4JNL SMWANE RiAG5.r? JTANn PIE � L_d FR]ER RISRN: x1ESIVEo flRA�I�' ___ _ T AT.Ero RLELDYSTDKTICx CdfERENCE ANTER/AL N/RIF/ MINf19 CMIN Nl 1 CONSTRUCt s ACCECOW1M1CigN ENi1MNCE5AT;+ AXY Qf PJt[4 ���� dVENICVIM ACCESS. Y.Y FlR(ALT L. •G.an.4ER.PT��� J YSTNL SILT FENCE THE FI1LL LEVI d n:E PRWET' S71)ADST`3- ExCE SxALL BE PL/.LEG SOASTO PREVENT SlT 4DkN ' �� FRJY EAIERIIq TALE STRFAYp1 THE NVEG PoRTK' 'MR,.I Ly V1 ♦ CCAS I SPANAPE C. mod'T LrR 7 FMiRM hT`T� .�� Q'/IFRLLR�_i RkLAR S CpPLETE SURFACE RESTpVTgH. AMrL IN NTtY rRENCN o12M 1b WTECl/ SAFTFR 6E1xMMMVfOETATgNIW\EFN RFSTCNt H RAMPAC M/ Ef1OSICN AW 9EOINENTAl1011 WII111CL YFMVREE v.w z AMOSA sa'M'OR Ek. 1j' DIPECTFD SYTME EN3WEER. T.t'.pOA F M y I RACE l'CL�3M'mYSQ'WESvEo dT REA aR+rEJ.ON eon.sxs SILTATION POND I Q�REK'E roa¢+TE ee+•EL .. t R50.R2 Svu eE SAIHEo OT 1 G MWAEo m ArrrE i LO'GE AReRIc EAIc aw+.L nmi o'C � Ap iIYIE(;WL G�IAHC GROUN and-= e SILT FENCE ;, Azusa of mcums a .X 'HCCR' \YLw MOIA do d N\NTON. �I- hr'ilUl S IVNNN�CNE•MIw illT E\NIRDpL!\ scvssAnm45 I �rYL I I I � ABBREVIATIONS Y LEGEND EROSIONISEDIMENTATON CONTROL NOTES 1 1C ASMAL'CMCR(iF FI M� KW IN THE CCNlRf4TpR SHALL COW,WIM W THE FOLOM9 ORMILW Ftl PLINE.11N STA IOMO.IN 104 FEETI f IW ( AxD .TATpN CONTROLREWPEEEMS ABRSAFTI SHALL BE iNE MCTOP CO AT . • AT • MANHOLE AVE Av INVE ' AL LINTS OF CREASING ANW=OF VEGETAigEI EXISTING MESEMALION A$MFSCRIBEO p1 ME RAN 9HNLBE CLEARLY CYI LMPUGATfC NE'nL PVE FUGM.IN THE FIELD AND OBSERVED WEIWO CONSTRAICTION GOING 1DR.L.COWCFETf L w-- WATERLINE WIT.Sat Z ,REWIRED BEDMExiATgN4RO5R1N CCMTKt FACKLFMS TOILANOCLEAR DOWN CONNECTION O MANHOLE ARLNGSARO/OROETHERC pS�JCTIONTOTeESUREE THATWOMENT CT COURT I.�— VALVE UDEN WATER OCE$IgiENTEP TIE NAi1p4L MAMAOE SYSTFY 9AINTAPV SEWER WTTN YAN.OLC ALLEPOSgM ANOSf OtLE MFACMIFSSHALLBFYMMTAREOWA 01 DUCTILE IRON —BS�v GTISFM:TORV('JJ11prtMNJ VNT45UCH TIME MnTCLFAPMG AMN 6A9 RFEu.E CP CONSTRULTAOV IS COW-ETEO AND POTENTIAL IOR ON STE qA DIAMETER _rG� EN.^`IJry THIS PASSED THE RPLEN11TAigN WINTENINCE EL ELEVATION y>—k CON CULVERt WITH SIZE AND TIRE .OMENT AND ADDITIONS TO EROSgWSEOIWNTATCN .FOMENT Sy STEM"ALL BE THE ATSIONSIBIL/TY OF THE EAST EASTIMG FEN"LINE PEPWlEl As C, LIGHT POLE 0.THE EROSION AND SEDIMENTATION CONTROL DEPICTED CW O G THIS DRAWING APF INTENDED TO BE ARMIWM PEWIMW MS TO TREE WET ANTIORATEO SITE CONDITIONS AS CCWST IAXTION Rq It INvIRi OLEVATON ORESSESANOUN XKCRDC SE%SIMJALCONDl'p DCTATE. RIOMi-Of-WAY ANO/09 PROPERTY LINE TNERFRMITTEE BMKLANTIANTE•HATWOREEROSIONAND — LL LEFT _---__-- EASEMENT LINE SEDIMENTATION LONTROLFKILInES wkL BE NECESSARY TO INSURE::COMPLETE SILTAT OH CONTROL ON THE PROPOSED SITE YA. AA... DITCX ONSTREAM SHOWING MKECTION OF FLOW OIL 'IF CCUPSE^F.-,CN:TFI ION IT SNALSE THE MI, NIOH NT RESCCNSIO'.1V OS THE PER411 IF TO ADDRESS ANY MIY G A yUY _._—CST EXISTING GONTIXAS NEW CONDITIONS TX••NAV BE CRUTFC PY X ISKTIVITIESAND TO YM YAN.MEISANITARVI AAOVgE AFOTIONAL FACT L ITIES OVERANOA"l MIAMI SYST A, MECHANICAL JOINT —,14 � NEW CONTOURS MOLIREMENTS AS LMV BE NEEDED TO PROTECT ADJKEXT EZISTIHG G.A.ELEVATION PRSTEN"I EMESAND WATER WAVTYOF THE RECEIVING DMWAGE RATS NOT TO SCALE FINISH• SURVEY MERRIMENT TIDN N AFFNCCAT ALOFTb5RAR 6FOR ONST1 TIA.IWNTATKH DD WTyOE DIMENSION • SURVEY 4pNUu[NT DRAINAGE LlSO FACES NOT CONSTINR ANAMPOVLLOf TOM DHANEL DER RE SIRENOFILOCATION OF PINES.PESIRCTOIS. All FRMEKTY LINE •�- BWIW CHANNELS OR DETENTION FACILITIES PVC POLYVINYL CHLORIDE [I Tp- TEST AT S IHAN`AREA N'MKH.AS BEEN STP'PPEp GF VEGETAigHAHO IVVL PAVEWMT W,TELF NoOJT WATER JE-SGAINO DAYS OR MORE TALL D I�RBE D AREAS TWSi BE IMMEDIATELY AIRRJW Rp.T-.Y-wA\ BKNFlLL TYPE IWITN LETER 9VM00.1 STABIL12EDwIT14LL COATIOLTING REATMENTAM.PLANTING PCTWP Ri PqM APmOVEDEROSION CTON GASSMIENAGALONEWALLBE NATIVE BKxf1LL MATERIAL TIME OF VFAR IN WFSigN GPASS SEEDWOALOIF WLLL BE _a i IMPORTED BKRPL YATEPIAL KCE STABLE ONLY DURING THE MOTHS O AMA THAMGA 8E SANRAPY BEATER SEPTEWER INCLUSIVE SEEDINGW,YPRCCEEO.HOWEVER WXEN- 9T STREET EVER IT LS IN THE INTEREST W TIE SERMRTEE.BVTWBTBEAG- WNTED WITH WLCMING NETTING OROTHER TREATMENTSTA 3TAP,ON APPROVED BY THE CITY O RENTON.WTSM THE SPECIFIED TIME TEW TEMPORARYPERIOD TYR TYPCK 6 FOR Al EROcpµSEOIW xiANTY CONTROL WHERE THE DEAD STGRAGf DE?TH EXCEEDS B MC11E5.AFEKE.AM EAL M OF] VGi vERTPL FEETXp 5 M 1REWTEO T RTO E' A TFWO ARV GRAVEL COASTRVCtICN ENTMNLE.Y F SD AF CF W WATER INCH MARRYSAFALS SHMAL BE LCCATEO AT ALL FORITSOf W/ MTN 'JEHICUUR INGRESS AND EGRESS TO THE COISTROTION SITE. W/O WTTNWT WOCH'N.Fl/E GU"F W11-4' JA/mr s LZL , a+LLYM 9Fpyy] II CONSTRUCTION SEQUENCE GENERAL NOTES T� Mu I SUMEYSBVCAQW HILL.IMP �• ATEFp PPE EDA BY CONSTRUCTION ENTFE E OF VEHICULAR RACCESS CONSTRUCTION ENTRANCES Ai EACJIPOM ] MARx 9 RAILROAD SqE IN-.A ACRE AT SW CMNER O H_ OVEHCVURRMTH ELEVATECTILV ONE 3ATNSTLEETAHDJAWBAVEMVEW- V ] INSTAL SILT MALLBNCETNE SOASTGTRONTSAT CT SILT fLEVATGN.]q 51 _ FENCE THEIFLA EDSOAST THE PAVED FORT.NWATER ] ELEVATIONS OF EXISTING PIPELINES ARE A PPNG%IIMTEOLLYCGN- fROFENTERMOTNEaigEAYO1iNFPAVEDMRigNOIYS^ RAC TOR SNLLL DETERWNE THE CORRECT ELEVATOR W THE FIELD J CONSTRUCT PHELWE DEPORT DISCREPAxC1E51MMf DMTELY TO EIIGwfE0. IX/Tf4LRFi GER1M S CCwNCTESWFKEN'c5 NATION p/F[H JT QyT[(T/ EAAERPEI MHLVEGETATgHXOUNM$TORIIICVE INFCNWTON ON EXISTING UTILITIES SHOWN IS TARE.FROM EXIST, EROSION AND SEDNIENTnT.CONTROL WASILMS WN EN ING RECORDS OR ESTIWTC BY OTHER MF/HE ANDIS ARAI ry� INFECTED BY THE ENGINEER J RATE ONLY BON LOCATIONS AND DEATHS APE ApNgFIWTE <AT/ON A 2NI� CONONFIRM LOC dSAN,OOGIN ;HERMFGNY:TOiTW EM6l«GRB AND vTIMES CALL TaalSez EATS AT LEAST N HOURS SRICP TO II EXCMMiON 5 SEE GEOMCNWCAL DATA REPORT GATED ILW 15,NLO FOR LOCATIONS OFM BINOS AND TEST PITS EXPLCRATO!LOGS, WATER TABLE ELEVATIONS AND OTHER PEIITINFNT G EOTECHNICAL INFORMATION WA"wi. A LIIMv,.... •. A_ R• .. 0.,,.RI,LA ..VI.Io wNw l.cw. a.nuae wla GfY OP...TON wtaylNlTox >wEEZ OFT T rTnAIWG•wAADAFaSIBAML I%FG.w aWAW.n .oR.�w�.AL MDNNR.wY o�1- GENERAL NOTES, DETAILS R JVW Naa IMFNHLAMTe?"'NAM AI A rAm UAa xol a, WEST R[N u Nvp [SEWER EXTERIOR)N W� Id M w N HGA O TIY MHT.AMIT AIPO SEI AfT rx®.Eauo.L•F j 1 f Iti .o WA Lj I- OS R/W wENCE \\ CONLRET�\ y1 IIEE JNEE. TEL \ 4'c�I=LINK -- PouvLwlpN \` % LONT/NUAT 509 _ N ECAM suvAo moil SNow/No ws -' _ ��.-----�.---.'---- n -- O RRO>ECT TREE \!MpllMy wJRpQO Ernnnc uaNrruc i LI r .,Y 0•00 ocaa yT'- 's a 245 i� GRYIVNO 233 i!O II I I RAE®.NE 2pm JT T.oLCT,I.o v+ 223 II I I LL'WNELT/ON Np,l � I coNsrRu:r ours/oE oROA I e•w/E-21ays zzo ' sEE 1ETq/L SAEEr r jI z/s j I I 210 I I EI/Sr/M3 MN iii =ZIE•Z. VERIFY/N F,6D " E.2v.p.14 H N� 6Rp/NO.234Z l'•LOeRrICONTgL , l'•D'VE4T/CAL E. OLOFF iuni [I.NOWCLL ncocuwx, wo amaro.cd, wlWNpd - r vi.•ar i ar iwsrov rw lwlw UMawo GT1 M IIINr J J •� r E.R(/O(OFF r W�wr or�irtG„cu� -�• wNT NNwroaIa s-rs,Nmona I F J i; -� � .j►�I�,��� ���",1n1wi H1 11�1�'� ��NNILYI�WIWY.'.I:)dr�+.A..�� ���^'a,,y*'! I 1 0 fir I A Y� r•/ 144dj� / �SNOR/N$AS REGO TO PROTECT TREE • \SM?�'NJ M.Qye — ` `�••--••'•LMI/rgyL fxnnKf L.p•?/bte \\�-'^�W"I'4^6 AS ReGD I.00 2+00 v.00 4e00 B'_ d 3EW� �•0.OCOO I_ B•DI iEWfl' " �EY;�"/NG GICOfINO I T J+JL4� 5 O6'v� 0 4 M.I OTAN' ROl WjwmDE MOA srou me) I Ie-t/e.42 IN le-zle.Jzour • •�GROf/ND•feTi O.'T 'lE DROP(ROM EAA-JEE JNEET6 9GA[ES I'•f0'NOAILONTRL �J�,�,,/N�0/�/J/'?�E� i l'•3WGRACAL �:�uLNf . ��y+NC�NNxr uO�f OfM u4 pLMI w[M. BM��.Vl�` 'lIN aN0 xll°!R[ ��,NwM.�rr�.�w�weee k b— nrr or Nexror,wa[wN°rox 0 OF 7 STATION 0.00 TO STATION 4-20 �e wm.AUA. NAo .°r rlc.®vnx I I � aims• v Lt . w►. I ol EX/STANr FENCECTYPJ 4p / S/OEJE ,ISCTYPJ 0 �i` G rn� / E� 'SfE SEE AGTYMf1 —_ Nara/i/ — o - J � — a - - H _ - _ __ - - - - -------- _ / l CNU3M JMCs � 5� 3'93 M MN roar INLET ROCk c/NEC I CYWJrNUCT/bJ(/M/T D/mN(rVPJ'� M MT REMOVIPt .._ OrN1gaE TREa3 + -w 1•00 SroO 6Mo NOO 3'D/SEWER®J•ao09I 'OI r s — i W Z<O x W z3s 2 me E%IST/N5 riRpUND fx3 zzo mcKN RW CaFd yfC�EfCgrNY/) 9(Y" .T<? i.C93 veuo_ /E.D9.//IN ts•i, 6RW/M1J SCALES:/^•fO NORIZONTgL P•J'VFRTICRL � ' C.S.NOWELL mores NO M�e ro erre wca+ .w.v[xTu N�i.rm xeW�YwN•1Re�NvwOwrpwr arrvwNu CRYbIIe1ROx. E NUIXbF amu sYwmm�vOrrrww.wmn� oar WO V•�ww pr w1�YVwn�aml�legltt ue�CFY� peFl[eM1Ye4[N RUO(DFG Mw�� N +�e�r.wur l i.t a�O I I�,NEP p�hG[/M/T E NPE R9 CLO,E TL` ���,.�p,NENT �ZTD FENCE RJ POJ1/E2E TP 1 M/N/M/Zf P9MMlE RJ / Ttty,��—` / PoPLMR TRCf9. /_ 2 11ERR.YuO REMOVE D.Rf/5H -ONSDk.CTMN bMiT RT j � 1 O '� -- __ .9N0 TREE.,. RESTORE OY !1TM's FfNCC(TYP) / \ O � R _ 1..� MYOROSEEO/NG. j 9NORti�gp REQD�TYPJ O O Z'105 R/WW MCC _ 4'U ,N LINK d .r /NLETo TpV UM/T m/TCN(JYPJ-� R veO TR.Y1 4.00 71L Drop D' p'Ol JEWER 1.O.CC+3Q P/SEIIUR •OI,EWER ,• e1.60PDR 2'3r� 76.325. W h Z V'o Vo•.4'Ti/.c LO J PRO.. M CENTER OVER MN !DYER. MPRNm LOKR �DE FCUSN M/TN Z i JGtRYJO/N'+ OROUNO V E%IDT/ND GRWNP Qr N PLLG r,El Ycl.,.G ) MNp(1NRLLOW-TYPE q. \ N 2 W/ WgTERI COVER) DLD ]i/R9 +2N.1//N /E•220./O R! MMV!J'T/INOgRPW/TN •M..0/ONT /L"IMF " /E•220.0OONT 11T6lT/DNT COVER) ONP�229t 4.QtuND-Z292 7N3.2 If.220AI/N rt•2ZO.1R LY/T Imwon .., GxWNO•LIT2 DLRLEI:/"•20 NOR/ZONTRL IWIarxOVN. qMy :YyM nor Y owo.�a.wu c111 OI xeY10K wxaMxa10. eOwpiMwq�nO/pelxYwO9MrtO e[ x TM+w �""�°'e'Jw' ,41 wuT xcwxroeae sewax unxaiox STATION 4"20 TO STATION 8.70 °"n Syr uw F YYO SrMY ]rN®9fF.®OM1e. T f. a. J o ' 1 _ �' wvrer rnres I � SEE Np7E2 ,tm ( 3/x PERMANENT _ 1 EASEMENT � STRUCT/ON I I �41�� \auME �; LEYLWO lRrEMfNT � 2a VN�� GHVT \ � �� � R R CR L/NEO I-40S R/w cr i' fCN mVMK e-oo +.00 lwoo 11.00 ' /5ewER E.o.G e•ol lEw'� .0.034 ae' e Z<S V J Ul W i LW z W L33 W N.e 1x 2 •'O'er♦=0••6• CA"NEC% LSO i Nei ' CExX15TIN4 �EXI3TING GNJf/No Z25 F _ f Iiv M�/S CEXTeA S++(lON rr^l e) 10 45TERr/6/T 0 COVE/V T.zz"E� 2.34/N LIS l 9.ROf/No.zauNn-L OdT C24_ 1 - SCALE3'/'•20'IgRIiCNTAL ♦ 1 RV _ 10 r j l E PF [!Ut[ FOO UMtM /- C-S.NONELL ppw py d qR�v 11FNfQ L:L➢YY1:! f.RVOLO�F en x,n..n. _-1 low � �'R^w°'o'�" ntr nRwroue o +o .ewe•.Auer rNe.cm� I J i L�r r i r !'N/RE RILE i i.�r RU]10.� SFE NOTE L wor 23A—_ ` r� .SIL GTXDVJ T\ L'N!(TY/JV` �/�( ""`•MN T/N ERSEMCNT NSTRUCT/ON — " — � 4--C/TY OF RENTl7/J WELL 3A 617W t STEMPoRRRY 3/IPPORTl TO RAISE _ RAISEE M eRANLNEI OF W/:LOW TREC RM �� / (/CTION ORERRT/ON1. OD NOT CUT ORR,C J•IOS R/W FENCE M Iw 3KR�' NES UNLESS D/RGCTEO QYENWNEfR. "Off"UNK P. P TE 3U//LY TO/R0PAR11 Pl/MP/3 /RSTGNlO To T/C TOPRR/L OFFENCE, REMOVE OU C mfte7 CT/ON,MJO REFt/[CE UMN PoN f�MPLCT/ON. } SEE lR}EMEwT LOCATKNl MRP PoR ANYERJY OWNGR3N/R IO.00 II.00 ltr Op WER •O. `O/ 3 wER I 3 i O's.A:O•.e• CLWNEnELT/ON NO.L f plNECT TO ,# MO. XI$TINO MN 1 _I ORY iS OM.tEWCR 1 1 X/STING GM.Y/No -RIST/N6 MN u.el: ll// IE-tPL4e(✓ERIfY IN G/ELO) W( TL ONT CO✓Eq �AV Lo:rxz. Is rzz 3G LN IRWND}G OUT eAOUNDe 924 t ,�CALE3: •51/•. "CGIVTRL _ /• ve T/GL 1. erARb wyl[O rrlMw Mw Yn.xlMprwpr[pYw.r prpN4 pMvwV Clirpll[IRQ11.w/�[MINDTOM .L1111MD r[MN1 S �T M•.T.[6�4�CRn. CN�W UOMrtlI EOM Oeweeeeeel�" •1°*>e Nww wuT[[KKr D.,[s[wu uTewoK STATION 8.:0 TO STATION 71H3 me>x*.nns vn[[ N .IA 4r YN®tlyWY. •D T 1 1 I 'I J r- y �I^4 µF V?! rd 1-9 S WW f E 4Y WINL/NK 1 �Iyp+�;� • Nr 2 fh, COURT SEE JNEET.91 ir, J '0395 E T FOR LONT 0 S �REMJVE AND 1 \ I \2 ~wNr 1 ¢III WEJT0FL/N6 �r 0+00 /.00 z.00 J'O/SEW ' OERO S.O.OL ' /M3 TALL JV R/N6 AMO a//MK/NB - /90' 44 z9a r wr fulflNJ 6a9YM'D PAJT/NG LR y '" JTEGCGd4G �/P'GRiV/L'/ JE[SKCS 235 T NM6(KWIIOW T'➢EAI tE�LlG.GSCCVT/ ZE-0ROCTID CWIS/CE pR1e lE r J¢M orrw/c drEr f 215 /PEUNE IoF Pt. .LOl/RT P.O3.49,/!2T y Zzo �MN r �: 216 Y 32O((MA/N LWEJ O.00 fNi�ff%GOURTf JCC JRFETJ r y JCR[E!r/^•PO.NOR/ZONTA. ►' 13.Qv(ya0 r a !.� _ A'• .ys . wrDOC xw aixcw ' E.RO. F oopwU �.c w U IMTx C.5 NOWE<L w rp•xgsps ER(/GLAr.F Yw tMMwxYPnYOGxrw O.nv[6foM. 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