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HomeMy WebLinkAboutWWP2700134 SAN-1 SIERRA HEIGHTS SCHOOL S-134 1X a He ghts school a 1 TTT i i r r r I KRAMER , CHIN AND MAYO, Consulting Engineers 1 9 1 7 First Avenue , Seattle, Washington 9 b l o 1 Phone MUtual 2 . 2939 Prepared by: Kramer, Chin S Aayc Consulting Engineers 1917 First A-enue Seattle, Washingtan 98101 January 1969 SPF,IFICATIONS AND CONTRACT D01,UMENTS for CONSTRUCTION of SIERRA HVTGHTS SEWER EXTENSION for RE14TON SCHOOL DISTRICT NO 403 TABLE OF CONTENTS Subiect Page Advertisement for Bids Section 1 - Bid proposal . ............. Statement of Bidders Qualfications ..... . 1.5 Section 2 - General Conditions ,......,..,. 2.1 Section 3 - Instructions to Bidders ... .. 3.. 1 Section 4 - Special Conditions ............I —.....><....,., .. 4. 1 Performance Bond . . ............ 4,10 Section 5 - Agreement . ... .... ............. .. .,......................... 5.1 Detailed Specifications: Section b - General Information and Requirements Scope of Work ... .............. 6.1 Lands and Easements , .,. ..................... 6. ) Maintenance of Public Right of Way 6.1 Protection of Public and Private Property ... . 6.2 Existing Survey Monuments ......... ..... .... ... 6.3 Indemnification 6.3 Soil Information .. ... ...............>.........,........ 6.3 Construction Photographs ................................... 6.4 Overtime Field Engineering ..... 6.4 Section 7 - Sanitary Sever Lines: Location .......,. ,.,.... ........ 7.1 Materials ......... . .................... . .......... 7.1 Construction .... .. ..................... ....>........ . . 7.4 Testing ...... ................... 7.10 Lamping and Final Inspection ........... ................... 7,11 Street Restoration .....................I ................... 7.12 Clean-Up ..... ............................ ........I...,,...... 7.13 Acceptance ............................ ............... ... .. . 7.14 Measurement and Payment ..... 7.14 z Drawings No. 144D-01 No, 144D-02 No, 144D-03 son �* ADVERTISEMENT FOR BIDS Notice is hereby given that sealed bids will be received by Renton School District No. 403, Renton, Washington, at the Administrative Offices at 1525 North Fourth Street, Renton, Washington, at 2:30 P.M. for the Construction of Sierra Heights Sewer Extension fer Renton School District No. 403, Renton, Washington, and r111 then and there be opened and publicly read alcud. Bide received after the time fixed for opening will not be considered. If bids are mailed, they shall be addressed to Mr. H. R. Johnson, Secretary of Board of Directors, Renton School District No. 403, 1525 North Fourth Street, Renton, Wzshington. If delivered, taey shall be delivered to Mr. It. R. Johnson, Secretary of Board of Directors, Renton School District No. 403, 1525 North Fourth Street, Renton, Washington. Plans, specifications, and form of contract documents may be -btained at the offices of Flamer, Chin 6 ilayo, Consul,in^ Erginsers, 1917 F'rat Avenue, Seattle, Weabingron 98101. Each bid shall by made out on tha form included in the contract documents. A $20.00 depos'.t wiii be required. The full amount of deposit for one set of documents and plans w4,11. be returned to each actual bidder within a reasonable time after receipt of bids. Ocher deposits will be refunded with deduction not exceeding the actual cost of reproduction of 4he drawings and documents, upon the return of all documents in good condition within 30 days after the date of opening kids. Each bid shall be accompanied by a Bid Bcnd, Certified Check, or Cashier's Check made ,payable to Renton School District No. 403, in amount not less tt.a.i 51 of the amount bid. Toa bid bond or check shall be given as a guarantee that the bidder shall =xecute the contract if it be awarded to him in conformity with the contract documents and shall provide surety bond or bonds as specified therein within 5 days after notification of .:he award of contract to the bidder. The Board of Directors of Renton School District No. 403 reserves the right to reject any or all bids, and to waive irregularities it iuformxlitic in the bid or in the bidding. No bidder may withdraw hss bid after the hour set for the opening thereof, or before award of contract, unless said award is delayed for a period exceeding thirty (30) days. MR. H. R. JOUSON, Secretary of Board of Directors Renton School District Na. 403 1525 North Fourth Street Renton, Washingtor First Publication.. Last Publication: r. SECTION 1 BID PROPOSAL Legal Name of Bidder To: Mr H. R. Johnson Secretary of Board of Directors Renton School District No. 403 1'25 North Fourth Street kenton, Washington 98055 lursuant to and in compliance with your Advertisement o: Bids and the other documents relating thereto, the undersigned bidder, ndving familiarized himself with the terms of the contract, the local conditions lffecting the performance of the contract and the cost of the work at the place where the work is to be done, and with the plans and specifications and all other contract documents, hereby proposes and agrees to perform, within the time stipulated, the contract, including all its component parts, and everything required to he performed, and to provide and furnish any and all of the labor,m'_t,�riala, tools, expendable equipment, and all utility and transportation services necessary to perform the contract and complete in a workmanlike manner all of the work covered by the contract in connection with the Owner's Project designated Construction of Sierra Heights Sewer Extension, ready for successful operation and use, all as required by and in strict accordance w,th the contract cocuments, and drawings and •..'rh all addeuda issued by the Owner's authorized representative, for the following unit price amounts: (State sales tax is not to be included in the ' following bid price:,.) UNIT PRICE BID SEWER EXTENSION Iten Approx. Rid Items With UnIt Uni[ Price. Total Amount No. QuantityPrice Written In Words DOilars s Dollars Cts. 1 3092 8" A.C. Sewer Pipe, Class 3300 in L.F. place _ __ _ Per Lin Pt. $ $ LA 3092 8" Conc. Sewer Pipe C-14X in place L.F Per Lin.Ft. $ $ 2 133 8"x6" A.C. Tees h Each i Each $ 1.1 y u .�r,,avwr. ►ic € Section 1 Unit Bid Price Sewer. Extension (Cont'd, . Item Approx. Bid Items With Unit 'Unit Price j Total Amount No. Quantity Price Written In Words llars Cts. Dollars Cts. 2A 33 S"x(," Concrete Tees _ Each Each I $ �3 12 (Standard Manholea 6' deep or Less�� Each Iin place 4 57 Add for Each Additional Ft, of i V.F. M.H. over 6 Ft. Per Ver.Ft. I c I S i T.45C Pipe Bedding Mat^xial in place I Per Cu.Yd. I $ $ 6 2500 Pit Run Sand and Gravel in place — C.Y. ' Per Cu.Yd. I $ $ 7 400 Crushed Rock in place C.Y. Pet Cu.Yd. T8 232C Asphalt Surfacing Cl. "B" S.Y. 13" Comp.cted Mat. Per Sq.Yd. $ $ TOTAL (Items 1 thru 8) ..... ........ . .... . .$ ALTERNATE TOTAL (Items IA, 2A 6 3 thru 8) ... ..... . .. ... .....� AWARD OF BIDS The bidder declares that he understands the tights reserved by the Owner in the letting and awarding of the contract and the method specified for the preparation of the bid. 1.2 a Section 1 - Bid Proposal (Cont'd). C0"PLETI0.1 TIME All work shall be completed in sixty (60) calendar days from the date stated in the Notice to Proceed. BIDDERS CtUALIFICATIONS Bidders understand that they shall fill out the Bidders Qualification form which follows this section. INSPECTION CHARGES BEYOND COMPLETION DATE Bidders understand that inspection costa in the amount of 100.00 per work day will be charged by the Owc.er and Deducted from the monies due the Contractor for every work day beyond the contract limits until the project is completed in accordance with the nlans and specifications. Also any other additional costs and damages due to delay of completion of contract shall be the responsibility of the Contractor and deducted from the monies due hiss. GENERAL State sales tax is not to be included in the above bid prices. The Owner shall pay the applicable sales tax on each progress payment. If written notl-e ol the acceptance of this bid is mailed, telegraphed or delivered to the ur, signed within thirty (30) days after the date of opening of the bids, or at any time thereafter before this bid is withdrawn, the under- signed agrees that he will execute and deliver a contract in the form attached hereto as required by the contract documents, in accordance with the bid as accepted, and that he will give performance bond as specified, wf-�h good and sufficient surety or sureties, all within five (5) daye(unleas a longer period is allowed) after the prescribed forms are presented to him for signature. The bidder further declares that he understands that the quantities shown on the estmiatea for unit price bids are approximate only and are subject to either increase or recrease; and that should the quantities of any of the iterts of work be Increased, the undersigned proposes to do the additional work at the unit prices set out herein, and should the quantities be decse9sed, het also understands that payment will be made on actual quantities of work done at the unit bid prices, and will raise ao claims for anticipated profits for any decrease in the quantities. Actual quantities will be determined upon completion of the job. Enclosed is security as required, consisting of (Bidier's Check), Certified or > Cash In the amount of Dollars ($ ) , %Zic mount is not less than five per cent (5%) of the total bid. 1.3 RECEitT 00 ADDENDA Rsceipt of addend-s numbered is hereby acknowledgcd. Legal Name of Fir,,' By Title Address ,e State of lncc,r,., cation, if corporate :tames of Partners, if Partnership I Contractor's Washington Licens t., 1' Secticn 1 (Cont'd.) STATEMENT of BIDDEP.S QUALIFICATIONS Each contractor bidding on work included in these contract documents shall prepare ant submit the data requested is the following schedule of information.. These data must be included in and made a part of each bid document. 1. Name of bidder 2. Business address 3. How many years have you been engages in the contracting busineRs under the present firm name? 4, Contracts row In hand. Cross amount $ 5. General charlcter of work performed by your company _ 6. List of more importL,)t structu-es erected by your company including approximate cost. 7. L!_st your major equipment 8. Bank References i � 1.5 GENERAL CONDITIONS OF THE CONTRACT Copyright 1958 CONSULTING ENGINEERS COUNCIL SECTION 2.1 DEFINITIONS 2.1.01 CONTRACT DOCUMENTS: The Contract comprises the following documents, including all addi- tions, deletions and modifications incorporated therein before the execution of the Contract: a. Legal and Procedural Documents 1. Advertisement 2. Information for Bidders 3. Proposal 4. Proposal Guaranty 5. Contract 6, Performance Bond b. General Conditions of the Contract c. Detailed Specification Requirements d. Drawings 2.1.02 ENGINEER is the F.ngi. •er named in the Contract Documents or his representative duly authorized in writing to act for the E,gineer. 2.1.03 OWNER is the (honer named in the Contract Documents. 2.1.04 CONTRACTOR is the Contractor named in the Contract Documents. 2.1.05 SUB-CONTRACTOR is any person, firm or corporation with a direct contract with the Contractor who acts for or in behalf of the Contractor in executing any part of the Contract,but does not include one who merely furnishes material. 2.1 36 PROPOSAL: The offer cf a Bidder to po4orm the work described by the Contract Documents%,hen made out and submitted on the prescribed Proposal r.'. m, properly signed and guaranteed, 2.i.07 PROPOSAL GUARANTY: The cashier check or Bidder's bond accompanying the Propcietl sub, mitted by the Bidder, as a guaranty that the Bidder will enter into a Contract with the Owner for the constrvo tion of the work, if the Contract is awarded to him. 2.1.08 CONTRACT is the agreement covering the performance of the work described in the Contract Docu- ments including all supplemental agreements thereto and all general and special provisions pertaining to the work or materials therefor. 2.1.09 PERFORMANCE BOND is the approved form of security furnished by the Contractor and his Surety as a guaranty of goad faith on the part of the Contractor to execute the work in accordance with the terms of the Contract. 2.1.10 SURETY is the person, firm or Corporation who executes the Co.ttractors Performance Bond. 2.1.11 SPECIFICATIONS shall mean the Legal and Procedural Documents, General Conditions of the Contn,t, together with the modifications thereof, and the Detailed Specification Requirements,with all addenda thereto. 2.1.12 DRAWINGS are those listed in the Index to Specifications and Drawings with all addenda thereto. 21.13 WRITTEN NOTICE: Written notice shall be considered as served when delivered in person or sent by registered mail to the individual, firm or corporation or to the last business address cf such known to him who serves the notice. a. Change of Address: It shall be the duty of each I .rty to advise the other parties to the Contract aF to any change in his business address until completion of the Contract. 2.1.14 ACT OF GOD means an earthquake, flood, cyclone or cJb r cataclysmic phenomenon of nature. Rain, wind, flood or other ..atural phenomenon of normal intensity for the locality shall not be construed as an Act of God and no reparation shall be made to the Contractor for damages to the work resulting there, from. CONSULIING ENGINEERS COUNCIL General C . d.bons of the Contract C.,pynght 1958 = I I SECTION 2.2 DRAWINGS, SPECIFICATIONS AND RELATED DATA 2.2.01 INTENT OF DRAWINGS AND SPECIFICATIONS: The intent of the Drawings and 'peci• :ications is that the s ntrsctor furnish all labor and materials, equipment and transportation necessary for the proper execution of the work unless specifically nerd otherwise. The Contractor shall do all the work shown on the Drawings and described in the Specifications and all incidental work considered necessary to complete the project it. a substantial and acceptable manner, and to fully complete the work or improve, ment, ready for use. xcupanc , and operation by the Owner. 2.2.02 CONFLICT: if there be conflicting variance between the Drawings and the Specifications, the provisions of the Sp,c fications shall control. In cane of conflict between the Central Conditions of the Contract or any modifications thereof and the Detailed Specification Requirements, the Detailed Specifica- tion Requirements shall contro: 2.2.03 DISCREPANCIES IN DRAWINGS: Any discrepancies found between the Drawings and Speci- fications and site conditions or any errors or omissions in the Drawings or Sptcificatons shall be im- mediately reported to the Engineer, who shall promptly correct such error or omission in writing, Any work done by the Contractor after his discovery of such discrepancies, errors or omissions shall be done at the Contractors risk. 1 2.2.04 ADEQUACY OF DRAWINGS AND 4^ECIFICATIONS: Responsibility for adequacy of the design and for sufficiency of the Drawings and :specifications shall be bome by the Owner. The complete requirements of the work to be performed under the Contract shall be an forth in Drawings and Specifi, �tions to Le supplied by the Owner through the Engineer or by the Engineer as representative of the Owner. Drawings and Specifications furnished shall be in accordance with the Contract Documents and shall be true and accurate developments thereof. 2.2.05 ADDITIONAL INSTRUCTIONS: Further instructions may be issued by the Engineer during the progress of the work by means if Drawings or otherwise to make more ctear or specific the Drawings and Specifications or as may be necessary to explain or illustrate changes in the work to be done. 2.2.06 COPIES OF DRAWINGS AND SPECIFICATIONS FURNISHED: Except as provided for i otherwise, all required copies of Drawi� and Specifications necessary for the execution of the work shall I furnished to the Contactor without cr.tit[r. i 2.2.07 DRAWINGS AND SPECIFICATIONS AT JOB SITE: One complete set of all Drawings and Specifications shall be maintained at the job site and shall br vaitable to the Engineer at all times. 2.2.08 OWNERSHIP OF DRAWINGS AND SPECIFI,:ATiONS: All original or du licattd Draw• ings and Specifications and other data prepared by the Engineer shall remain the property of the Engineer, and they shall not be re•Lsed on other work, but shall be returned to him upon completion of the work. 2.2.09 DIMENSIONS: b'gured dimensions on the plans will be used in perference to scaling the Drawings. Where the work of the Contractor is affected by finish dimensions, thtse shall be determined by the Con- tractor at the site, and he sha!I assume the responsibility therefor. 2.2.10 MODELS: All models prepared for this work shall become the property of the Owner at the completion of the work 2.2.11 SAMPLES: All samples called for m the Specifications or required by the Engineer shall be turn• ished by the Contractor and shill be .submitted to the Engineer for his approval. Samples shall he furnished so as not to delay fabrication, allowing the Engineer reasonable time for the consideration of the samples sub miffed. a. Samples for Tests: Conti.tor shall furnish such samples of material as may be required for examin- ation and test. All materials and workmanship shah! be in accordance with approved samples. All samples of materials for tests shall be taken according to methods provided in the Specifications. 2.2.12 SHOP DRAWINGS: The Contractor shall provide shop drawings, settings, schedules and such other drawings as may be necessary for the prosecution of the work in the shop and in the field as required by the Drawings, Specifications or Engineer's instructions. Deviations from the Drawings and Specifications shall be called to the attention of the Engineer at the time of the first submission of shop drawings and other drawings for approval. The Engineer's approval of any drawings shall not release the Contractor from re- sporimbility for such deviations. Shop drawings shall be submitted according to the following schedule- a. Three copies shall be submitted at !east thirty (10) days before the materials indicated thereon are to be needed or earlier if required to prevent delay of the work. Is. The Engineer stall, within fourteen (14) days of the submittal of any shop drawinin, return one copy to the Contactor marked with all corrections and rhangrs. CONSULTING ENGINEERS COI.NCIL Genrral Cop.ditt. of the Cont.avt Copyright 1958 _ P c. The Contractor shall then correct the shop drawings to conform .j the corrections and changes re- quested by the Engineer. d. Following completion of such corrections and changes, the Contractor shall furnish the Engineer two copies of the shop drawings conforming to the required corrections and changes. 2.2.13 QUALITY OF EQUIPMENT AND MATERIALS: In order to establish standards of quality, the Engineer has, in the detailed Specifications, referred to certain products by name and catalog number. Ths procedure is not to be construed as eliminating from competition other products of equal or Inter quality by other manufacturers where fully suitable in design. a. The Contractor shall furnish the complete list of proposed desired substitutions prior to signing of the Contract, together with such engineering and catalog data as the Engineer may require. b. The Contractor shall abide by the Engintei s judgment wl,- proposed substitute materials or items of equipment are judged to be unacceptable and shall furnish the specified materisl or item of equipment in such case. All proposals for substitutions shall be submitted in writing by the General Contractor and not by individual trades or material suppliers. The Engineer will approve or disapprove proposed substitutions in writ- ing within a reasonable time. No substitute materials shall be used tsiless approved in writing. 2.2.14 EQUIPMENT APPROVAL DATA: The Contractor sha!1 furnish one copy of complete catalog data for every manufactured item of equipment and all components to oc used in the work, including specific performance data, material description, rating, capacity, working pressue, material gage or thickness, brand name, catalog number and general type. a. This submission shall be compiled by the Contractor and approved by the Engineer before any of the equipment is ordered. It. Each data sheet or catalog 'n the submission shall be indexed according to specification section and paragraph for easy reference. c. After written approval, this submission shall b<come a part of the Contract, and may not be deviated from except upon written approval of the Engineer. d. Catalog data for equipment approved by the, Engineer does aot in any case supersede the Engineer's Contract Documents. The approval of the Engineer shall not relieve the Contractor from responsibility for p deviations from Drawings or Specifications, unless he has in writing called the Engineer's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The Contractor shall check the work described by the catalog data with the Engineer's Contract Documents for deviations and errors. e. It shall be the responsibility of the Contractor to insure that items to be furnished fit the space avail- able. He shall make necessat field measurements to asc..:tain space requirements, including those for con- nections, and shall order such sizes and shapes of equipment that the final installation shall suit the true int.rt and meaning of the Drawings ara Specifications. I. Where equipment requiring difnerent arrangement of connections from those shown is approved, it shall be the responsibility of the Contractor to install the equipment to operate properly, and in ha miony with the intent of the Drawings and Specifications, and to snake a!! change> in the work required by the dif- ferent arrangement of connections. 2.2.15 SURVEYS: Unless otherwise specified, the Owner shall establish all base lines for the location of the principal component parts of the work together with a suitable number of bench marks adjacent to the work. Based upon the information provided by the Owner, the Cont-..actor shall develop and make all detail surveys necessary for construction, including slope stakes, batter boards,stakes for pile locations and other workingpo ints, lines and elevations. The Contractor shall have the responsibility to carefully preserve bench marks, referenee points and stakes, and, in the case of destruction thereof by the Contractor or resulting from his negliggence, the Contractor shall be charged with the expense and damage resulting therefrom and shall be responstbfe for any mistakes that may be caused by the unna:ssary loss or disturbance of such tench marl-, reference points and stakes. _ CONSULTING ENGINEERS COUNCIL Ceueral Condit,ons of the Connacr Copyright 1938 SECTION 2.3 ENGINEER-ONN'NER-CONTRACTOR RELATIONS 2.3.O1 ENGINEER'S RESPONSIBILITY AND AUTHORITY: All work shall be done under the gen- eral supervision of the Engineer. The Engineer shall decide any and all questions which may arise as to the quality and acceptability of materials furnished,work performed, rate of progress of work, interpretation of Drawings and Specifications and all questions as to the acceptable fulfillment of the Contract on the part of the Con- tractor. 2.3.02 ENGINEER'S DECISIONS: All claims of the Owner or the Contractor shau be presented to the Engineer for decision which shall be made in writing within a reasonable time. All decisions of the Engineer shall be final except in cases where time and/or financial considerations are involved, which shall be subject to arbitration. 2.3.03 SUSPENSION OF WORK: The Engineer shall have the authority to suspend the work, wholly or in part, for such period or periods, as he may deem necessary, due to unsuitable weather, or such other conditions as are considered unfavorable for prosecution of the work, or failure on the part of the Contractor to carry out the provisions of the Contract or to supply materials meeting the requirements of the Specifica- tions. The Contractor shall not suspend operation -..,thout the Engineer's permission. 2.3.04 ARBITRATION: Should there be any dispute or any questioned decision of the Engineer which is subject to arbitration, it shall be promptly submitted to arbitration upon demand by either party to the dispute. The Contractor shall not delay the work because arbitration proceedings are pending unlew he shall have wnttcn permission from the Engineer so to do and such delay shall not extend beyond the time when the arbitrators shall have opportunity to determine whether the work shall continue or be sus- pended pending decision by the arbitrators of such a dispute. Any demand for arbitration shall be in writing and shall be delivered to the Engineer and any adverse party either by personal delivery or by registered mail addressed to the last known address of each within ten (10) days of receipt of the Engineer's decision, and in nc event after final payment has been made and accepted, subject, however, to any express stipulation to the contrary in the Contract Documents. Should the Engineer fail within a reasonable period to make a decision, a demand for arbitration may then be made as if the Engineer's decision had been rend. ered against the party demanding arbitration. a. No one shall be qualified to act as an arbitrator who has, directly or indirectly, any financial interest in the Contract of who has any business or family relationship with the Owner, the Contractor, or the En• gincer. Each arbitrator selected shall be qualified by eaperimce and knowledge of the work involved in the matter to be submitted to arbitration. b. Arbitration shall be in accordance with the provdure and standards of The American Arbitration Association. 2.3.05 INSPECTION OF WORK: All materials and each part or detail of the work shall be subject at all times to inspection by the Engineer, and the Contractor will be held strictly to the true intent of the Specifications in regard to quality of materials, workmanship, and the diligent execution of the Contract. Such inspection may include mill, plant, or shop insp tion, and any material furnished under these Specifi• cations is subject to such inspection. The Engineer sh,11 be allowed access to al! p.:rts of the work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed inspection. 2.3.06 EXAMINATION OF COMPLETED WORK: If the En nmr requests it, the Contractor at any time before acceptance of the work shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, the uncovering or remov, ing, and the replacing of the covering or making good of the parts removed shall he paid for as Extra Work, but should the work so exposed or examined prove unacceptable, the uncovering, removing and replacing shall be at the Contractors expense. 2.3.07 CONTRACTOR'S SUPERINTENDENCE: A qualified superintendent, who is acceptable t0 the Engineer, shall be maintained on the work and give efficient supervision to the work until its completion. The superintendent shall have full authority to act in behalf of the Contractor, and all directions given to the superintendent shall be considered given to the Contractor. In general, the Engineer's instructions stall be confirmed in writing and always upon written request from the Contractor. 13.08 LANDS BY OWNER: The Owner shall provide the lands shown on the Drawings upon which the work under the Contract is to be performed and to be used for rights of way for access. Any delay in furnishing these lands by the Owner shall be deemed proper cause for adjustment is the Contract Amount and in the time of completion. CONSULTING ENGINEERS COUNCIL General Cundinons of the Contract Copyright 19%8 , � 2.3.09 LANDS BY CONTRACTOR: Any additional land and access thereto not shovm on the Draw- ings ghat may be required for temporary construction facilities or for storage of materials shall be provided by the Contractor with no liability to the Owner. The Contractor shall confine his appr.ratus and storage of materials and operation of his workmen to those areas described in the Drawings and Specifications and such additional area which he may provide as approved by the Engineer. 2.3.10 PRIVATE PROPERTY: The Contractor shall not enter upor private property for any purpose vnthoot obtaining permission, and he shall be responsible for the preservation of all public property, trees, monuments, etc, along and adjacent to the street and/or right-of-way, and shall use every precaution neces- sary to prevent damage or injury thereto. He shall use suitable precautions to prevent damage to pipes, con- duits, and other underground structures, and shall pr.,tect carefully from disturbance or damage all monu- ments and property marks until an authorized agent has witnessed or ctherwise referenced their location and shall not remove them until directed. 2.3.11 ASSIGNMENT OF CONTRACT: Neither the Contractor nor the Owner shall sublet, sell, transfer, assign or otherwise dispose of the Contract or any �ortion thereof, or of his right, title or interest therein, or his obligations thereunder, without written consent f the other party. 2.3.12 REMOVAL OF CONSTRUCTION EQUIPMENT, TOOLS AND SUPPLIES: At the term ination of this Contract, before acceptance of the work by the Engineer, the Contractor shall remove all of his equipment, tools and supplies from the property of the Owner. Should the Contractor fail to remove such equipment, tools, and supplies, the Owner shill have the right to remove them. 2.3.13 SUSPENSION OF WORK BY OWNER: The work or any portion thereof may be suspended at any time by the Owner prodded that he gives the Contractor five (5) days written notice of suspension, which shall set forth the date on which work is to be rsumed. The Contractor shall resume the work upon written notice from the Owner and within ten (10) days after the date set forth in the notice of sus- pension. If the Owner does not give written notice to resume work withu: ten (10) days of the date fixed in the notice of suspension, the Contractor may abandon that portion of the work so suspended and shall be entitled to payment in accordance with Paragraph 2.7.11. 2.3.14 OWNER'S RIGHT TO CORRECT DEFICIENCIES: Upon failure of the Contractor to per- form the work in accordance with the Contract Documents, including any requirements with respect to the Schedule of Completion, and after five (5) days' written notice to the Contractor and receipt of written approval from the Engineer, the Owner may, without prejudice to any other remedy he may have, correct such deficiencies 2.3.15 OWNER'S RIGHT TO TERMINATE CONTRACT AND COMPLETE THE WORK: The Owner shall have the right to terminate the employment of the Contractor after giving ten (10) days' written notice of termination to the Contractor in the event of any default by the Contractor and upon receiving written notice from the Engineer certifying cause for ouch action. In the event of such termination, the Owner may take possession of the work and of all materials, tools and equipment thereon and may finish the work by whatever method and means he may select. It shall be considered a default by the Contractor whenever he shall: a. Declare bankruptcy, become insolvent, or assign his assets for the benefit of his creditors b. Disregard or violate important provisions of the Contract Documents or Engineer's instructions, or fail :o prosecute the work according to the agreed Schedule of Completion, including extensions thereof. c. Fail to provide a qualified sup-mritendent, competent workman or subcontractors, or proper ma, terials, or fail to make prompt payment therefor. 2.3.16 CONTRACTOR'S RiGHT TO SUSPEND CORK OR TERMINATE CONTRACT: The Contractor may suspend work or terminate Contract upon ten (10) days' written notice to the Owner and the Engineer, for any of the following reasons: a. If an order of any court, or other public authority caused the work to be stopped or suspended for a period of ninety (90) days through no act or fault of the Contractor or his employees. b. If the Engineer should fail to act upon any Request for Payment within ten (10) days after it is presented in accordance with the General Conditions of the Contract. c. If the Owner should fail to act upon any Request for Payment within thirty (30) days after its approval by the Engineer. d. If the Owner should fall to pay the Contractor any sum within thirty (30) days after its award by arbitrators CONSULTING ENGINEERS COUNCIL General Conditions oft the Contract Copyright 1958 ).5 2.3.17 RIGI;TS OF VARIOUS INTERESTS: Wherever work being done by the Owner's forces or by other contractors is contiguous to work covered by this ibntract, the respective rights of the various interest= involved shall be errabhshed by the Engineer, to secure the completion of the various portion's of the work in general harmoay. 2.3.18 SEPARATE CONTRACTS: The Owner may let ether contracts in connection with the work of the Contractor. The Contractor shall cooperate with other Contractors with regard to storage of materials and execution of their work. It shall b: the Contractor's responsibility to inspect all work by other Con tractors affecting his work and to report to the Engineer any irregularities which will not permit him to complete his work in a satisfactory manner. His failure to notify the Engineer of such irregularities shall indicate the work of other Contractors has been satisfactorily completed to receive his work. The Contractor shah not be reslion,ble for defects of which he could not have known, which develop in the work of others after the work is completed. It shall be the responsibility of the Contractor to measure the completed work in place and report to the Engineer immediately any difference between completed work by others and the Drawings. 2.3.19 SUBCONTRACTS: At the time snecified by the Contract Documents or when requested by the Engineer, the Contractor shall submit in writing to the Owner for a^pmval of the Engineer the names; of the sub•contracrors proposed for the work. Sub•conrracton may not be changed except at the request or with the approval of the Engineer. The Contractor is responsible to the Owner for the acts and omissions of his subcontractors, and of their direct and indirect employees, to the rime extent as he is responsible for the acts and omissions of his employees. The Contract Documents shall not be construed as creating any contractual relation between any subcontractor and the Owner. The Contractor shall bind every sub contractor by the terms of the Contract Documents. a. For convenience of reference and to facilitate the letting of Contracts and subcontracts, the Specifi. cations are separated into titled sections Such separations shop not, however, operate to make the Engineer an arbiter to establish limits to the contracts between Contractor and subcontractors. 2.3.20 WORK DURING AN EMERGENCY: The Contractor shall perform any work and shall furnish and install any materials and equipment necessary during an emergency endangering life or property. In all cases he shall notify the Engineer of the emergency as soon as practicable, but he shall not wait for instruc• tions before proceeding to properly protect both life and property. 23.21 ORAL AGREEMENTS: No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in any of the Contract Documents, and none of the provisions of the Contract Documents slta!l be held to be waived or modified by reason of any act whatsoever, other than by a definitely agreed waiver or modification thereof in v-nting, and no evidence shall be introduced in any proceeding of any other waiver or modification, CONSULTING ENGINEERS COUNCIL Gent-at Conditions oft the Contract Copyright 1958 ]6 f SECTION 2.4 MATERL '•S AND WORKMANSHM 2.4.01 MATERIALS FURNISHED BY THE CON fRACTOR: All matenals used in the work shall meet the requitements of the respective Specifications, and no material shall be used until it has been approved by the Engineer. All materials not otherwise .peofically indicated shah be furnished by the Con- tractor. 2.4.02 MATERIALS FURNISHED BY THE OWNER: Materials si,cifically indicated shall be furnished by the Owner. 72ic fact that the Owner is to furnish .e.itcrial is conclusive evidence of its acceptability for the purpose intended, and the Contractor may continue to use it until otherwse directed. If the Contractur dis. covers any defect in material furnished by the Owner, he shall notify the Engineer. Unless otherwise noted or specifically stated, materials furnshed by the Owner, which are not of local occurrence, are considered to be f.o.b. the nearest railroad sration. The Contractor shall be prepared to unload and properly protect all such material from damage or loss. The Contractor shall be responsible for material loss or damage after receipt of material at the poiet of delivery. 2.4.03 STORAGE OF MATERIALS: Materials shall be so stored as to insure the preservation of their quality and fitness for the work. When considered necessary, they shall be placed on wooden platforms or other hard, clean surfaces, and not on the ground, and/or they shad be placed under cover. Stored materials shall be located so as to facilitate prompt inspection. Private property shall not be used for storage purposes without the written permi:sion of the owner or lessee. 2.4.04 CHARACTER OF WORKMEN: The Contractor shall at all times be resppoonsible for the conduct and discipline of his employees and/or any subcontractor or persons employed by subcontractors. All workmen must have sufficient knowledge, shill, and experience to perform properly the work assigned to them. Any foreman or workman employed by the Contractor or subcontractor who, in the opinion of the Engineer, does not perform his work in a skill ul manner, or appears to be incompetent or to act in a dis, orderly or intemperate manna shall, at the written request of the Engineer, be discharged immediately and shall not be employcJ again in.any portion of the work without the approval of the Engineer. 2.4.05 REJECTED WORK AND MATERIALS: All materials which do not conform to the requirements of the Contract Documents, are not equal to samples approved by the Engineer, or are in any way unsatis, factory or unsuited to the purpose for which they are intended, shall be rejected. Any defective work whether the result of poor workmanship, use of defective materials, damage through carelessness or any other cause shall be removed within ten (10) days after written notice is given by the Engineer, and the work shall be re•exccut<d by the Contra--tor. The fact that the Engineer may have previously overlooked such defective work shall not constitute an acceptance of any part of it. a. Should the Omtractor fail to remove rejected work or materials within ten (10) days after written nouce to do so, the Owner may remove them and may store the materials b. Correction of Faulty Work After Final Payment shall be in accord�mce with Paragraph 2.7.19. 2.4.06 MANUFACTURER'S DIRECTIONS: Manufactured articles, material and equipment shall Lr applied, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer unless herein specified to the contrary. 14.07 CUTTING AND PATCHING:The Contractor shall do all necessary cutting and patching of the work that may be required to properly receive the work of the various trades or as required by the Draw- ings and Specifications to complete the structure. He shall restore all such cut or patched work as directed by the Engineer. Cutting of existing structure that shall endanger the work, adjacent property, workmen or the public shall not be done unless approved by the Engineer and under his direction. 2.4.08 CLEANING UP: The Contractor shall remove from the Owner's property, and from all public and private property, all temporary structures, rubbish, and waste materials resulting from his operatior or caused by his employees, and shall remove all surplus materials leaning the site smooth, clean and true to line and grade. 1.4.09 GUARANTY PERIOD: The Contractor shall warrant all equipment furnishes .nd work performed by him for a period of one year from the date of written acceptance of the work. a. Correction of Faulty Work After Final Payment shall be as provided in Paragraph 2 7.19. CONSULTING ENGINEERS COUNCIL Central Condttlons of the Contract Copyright 1958 2.7 J. SECTION 2.5 INSURANCE, LEGAL RESPONSIBILM AND PUBLIC SAFETY 2.5.01 INSURANCE: The Contractor shall secure and maintain such insurance from an insurance com- rany authorized to write casualty insurance in the State when the work is located as will protect himself, his sub-contractors, and the Owner from claims for bodily injury, death or property damage which may an from operations under this Contract. The Contractor shall not commence work under this Contract until he has obtained all insurance required under this paragraph and shall have filed the certificate of insurance or the certified copy of the insurance policy with the Owner. Each insurance policy shall contain a clause providing that it shall not be cancelled by the insurance company without ten (10) days' written notice to the Owner of intention to cancel. The amounts of such insurance shall be not less than the following: a. Workmen's Compensation and Employer's Liability Insurance shall be secured and maintained as required by the State where the work is located. b. Public Liability, Vodily Injury, and Property Damage: 1. Injury or death of one person: ................................... ...._.. ... __...._..__._...._.._.....__4 50,000 2. Injury to more than one person in a single accident: .. . . .. _. ... .... ..... _... $200,000 3. Property damage: ........._.......------------------------------------------..........__.......... ._.._._ ......... .....F. 50.000 c. Automobile and Truck Public Liability, Bodily Injury, and Fruperty Damage: 1. Injury or death of one person: ......................................................_................I.-..............E 50,000 2. Injury to more than one person in a single accident; ...........................................$200,V00 3. Property damage: -----------.------S 50,000 2.5.02 INDEMNITY: The Contractor shall indemnify and save harmless the Owner from, and ag;w-st :11 losses and all claims,demands,payments,suits,actions, recoveries and judgments of every nature and desci,pdm brought or recovered against him by reason of any omission or act of the Contractor his agents or employees, in the execution of the work or in the guarding of it. The Contractor shall obtain in the time of the O vner and shall maintain and pay the premiums for such insurance m such amount and with such provisions a, will protect the Owner from contingent liability under this Contract and a copy of such insurance policy or policies shall be delivered to the Owner. Full compliance by the Owner with the terms and provisions of such insurance policy or policies shall be a condition precedent to the Owner's right to enforce against the Con- tractor any provisions , -his article. 2.5.03 FIRE INSURANCE: In addition to such Fire Insurance as the Contractor elects to catty for his own protection, he shall secure and maintain in the nam. of the Owner policies upon such structures and material and in such amounts as shall be designated in SECTION 2.8—MODIFICATIONS OF THE GEN- FRAL COI IDITIONS. The policies shall be secured from a company which is satisfactory to the Owner anti delivered to ti:e Owner. 2.5.04 PERFORMANCE BOND: The Contractor shall,at the time of his uecution of the r.bntract, furnish a corporate surety bond in the sum equal to the Contract Amount. The form of the bond shall be a, the Owner may presvihe and with a Surety Company authorized to do business in the State where the work is located. 2.5.05 PATENTS AND ROYALTIES: If any design, device, material or process covered by letters patent or copyright is used by tie Contractor, he shall provide for such use by legal agreement with the owner of the patent or a duly authorized licensee of such owner, and shall save harmless the Owner from any and all loss or expense on accaunt thereof, including its use by the Owne-. 2.5.06 PERMITS: All permits and licenses necessary for the prosecution of the work shall be secure-1 by the Conva,-.tor. 2.5.07 LAWS TO BE OBSERNMP. The Contractor shall give all notices and comply with all Federal, State and local laws, ordinate, • .nd regulations in any manner affecting the conduct of the work, and all such orders and decrees as exist, or may be enacted by bodies or tribunals having any jurisdiction or author- ity over the work, and shall indemnify and save harmless the Owner against any claim or liability arising from, or based on, the violation of any such lase, omdinance, regulation, order or decree, whether by himself or his employees- 2.5.08 WARNING SIGNS AND BARRICADES: The Contractor shall provide adequate signs, barricades, red lights and •-.atchmen and take all nec,asary precautions for the protection of the work and the safety of t.ie public. All barricades and obstructions shall be protected at night by red signal lights which shall be kept burning from sunset to sunrise. Barricades shall be of substantial construction and shall be painted white or whit •aahed to increase their v.nhility at night. Suitable warning signs sha!I be so placed and illum- inated at nip.. is to show in advance where construction, barricades, or detours exist. CONSULTING ENGINEERS COUNCIL General Conditions of the Contract Copyright 1958 : 8 2-5.09 PUBLIC SAFETY AND CONVENIENCE: "he Contractor shall at all times so conduct his rrork as to insure the least possible obstruction to traffic and inconvenience to the general public and the residents in the vicinity of the work, and to insure the protection of persons and property in a manner satisfactory to the Engineer. No road or street shall be dosed to the public except with the permission of the Engineer and proper governmental authority. Fire hydrants on or adjacent to the work shall be kept accessible to fire, fighting equipment at all times. Temporary provisions shall be made by the Contractor to insure the use of sidewalks and the proper functioning of ali gutters, sewer inlets,drainage dit ches, and irrigation ditches,which shall not be obstructed except as approved by the Engineer. 2.5.10 CROSSING UTILITIES: When new construction crosses highways, railroads, streets or utilities ur.der the jurisdiction of State, County, City or other public agency, public utility or private entity, the Crw.ractor shall secure written permission from the proper authority before executing such new construction. A copy of this written permission must be filed with the Owner b•'-re tny work is done. The Contractor will be required to furnish a release from the proper authority before final acceptance of the work. 2.5.11 SANITARY PROVISIONS: The Contractor shall provide and maintain such sanitary accommoda- tions for the use of his employees and those of his subcontractors as may be necessary to comply with the requirements and regulations of the local and State departments of health and as directed by the Engineer. i CONSULTING ENGINEERS COUNCIL Generil Condmo,.s of the Contract Copytixht 19'.8 29 SECTION 2.6 PROGRESS AND COMPLETION OF WORK 2.( R NOTICE TO PROCEED: Follow rg the execution of the Contract by the Owner, written Notice to :roceed with the wirk shall be given to the Contractor. The Contractor shall begin and shall prosecute the work regularly and uninterruptedly theteafter (unless otherwise directed in writing by the Owner) wir'i suc) force as to secure the completion of the work within the time stated in the Proposal. 2.6.02 CONTRACT TIME: The Contractor shall complete, in an acceptable manner, all of the work contracted for in the time stated in the Proposal. Computation of Contract Time shall commerce on the seventh (7th) day following the date of trailing, by regular mail, of the Notice to Proceed and every calen• dar day following, except as herein provided, shall be counted as a working day. 2.6.03 SCHEDULE OF COMPLETION: The Contractor shall subunit, at such times as may reasonably 6- requested by ux Engineer, schedules which +Sall show the order in which the Cont-actor proposes -., Carty on the work, with dates at which the C, tor will start the several parts of the work, and t_,mated dates of completion of the several parts. 2.6.04 CHANGES IN THE WORK: The Owner may, the need arises, order changes in the work through additions, deletions or modifications without inc.. ;g the Contract. Compensation and time of completion affected by the change shall be adjusted at me t me of ordering such change. 2.6.05 EXTRA WORK: New and unforeseen items of work found to be necessary and which cannat be covered by any item or combination of items for which there is a Contract price shall be classed as Extra Work. The Cuntracto: shall do such Extra Work and furnish such materials as may be required for the proper completion or Coastructton of the whole work contemplated upon written order from the Owner as approved by the Engineer. In the absence of such written order, no claim for Extra Work shall be considered. Extra Work shall be perform-d in accordance with these Specifications where applicable and work not covered by the Specifications or special provisions shall be done in accordance with the best practice as approved by the Engineer. Extra Work required in an emergency to protect life and property shall be performed by the Contractor as required. 2.6.06 EXTENSION OF CONTRACT TIME: A delay be/ond the Contractor's control occasioned by an Act of God, or act or omission on the part of the Owner or by strikes, lockouts, fire, etc., may emitle the Contractor to an extension of time in which to Complete the work as determmed by the Engineer, pro, vidcd, however, that the Contractor shall immediately give written notice to the Engineer of the cause of such delay. 2.6.07 USE OF COMPLETED PORTIONS: The Owner shah have the right to take possession of and use any completed or partially con.pleted portions of the work, notwithstanding that the time for Completing the entire work or such portions may not have expired; but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If :such 3 prior use increases the cost of or delays the Completion of uncompleted work or Causes refinishing of com, pleted work, the Contractor shall be entitled to such zxtra compensation, or extension of time or both, as the Engineer may determine, CONSULTING ENGINEERS COUNCIL l:eneral Condittone of the Contract ,'opytight 1958 '.ln SEMON 2.7 MEASUREMENT AND PAYMENT 2-7.01 DETAILED BREW KDOWN OF CONTRACT AMOUNT: Except in cases where unit priced form the oasis for payment nder the Contract, the Contractor shall within ten (10) days of receipt of Notice to Proceed, submit a complete breakdown of the Contract Amount showing the value assigned to each part of 11­ work, including an allowance for profit and overhead. Upon approval of the breakdown of the Contract nnount by the Engineer, it shall be used as the basis for all Requests for Payment. 2.7.02 REQUESTS FOR PAYMENT: The Contractor may submit periodically but not more than once each month a Request fcr Payment for work del a and materials delivered and stored on the site. The Con- tractor shall furnish the Engineer all reasonable facilities required for obtainirg the necessary information relative to the progress dial exccation of the work. Payment for materials stored on the sit. will be condi- tioned upon evidence submitted to establish the Owner's title to such materials. Each Request foi Payment shall be computed from the work completed on all items listed in the Detailad Breakdown of Contract Amount. less 10% to be retaii.rd until final completion and acceptance of the work, and less previous pay- ments. Where unit prices are specified, the Request for Payment -hail be based on the quantities completed. 2.7.03 ENGINEER'S ACTION ON A REQUEST FOR PAYMENT: Within ten (10) day- of aub- mission of any Request for Payment by the Contractor, the Engineer shall: a. Approve the Request for Payment as submitted. b. Approve such other amount as he shall decide is due the Contractor, informing the Contractor in writing of his reasons for approving the amended amount. e. Withhold the Request for Payment, informing the Contractor in writing of his reasons for with- holding it. 2.7.04 OWNER'S ACTION ON AN APPROVED REIUEST FOR PAYMENT: Within thirty (30) days from the date of approval of a Request for Payment by the Engineer, the Owner shall: a. Pay the Request for Payment as approved. b. Pay such other amount in accordance with Paragraph 2.7.05 as he shall decide is due the Contnrtor, informing the Contractor and the Engineer in writing of his reasons for paying the amended amount. c. Withhold payment in accordance with Paragraph 2.7.05 informing the Contractor and the Engineer of his reasons for withholding payment. 2.7.05 OWNER'S RIGHT TO WITHHOLD PAYMENT OF AN APPROVED REQUEST FOR PAY- MENT: The Owner may withhold payment in whole or in part on an approves Request for Payment to the extent necessary to protect himself from loss on account of any of the following causes discovered subee, quent to approval of a Request for Payment by the Engineer: r a. Defective work. b. Evidence indicating the probable filing of dawns by other parties against the G.rntractor. a Failure of the Contractor to make payments to subcontractors, material suppliers or labor. d. Damage to aacither contractor. 2.7.06 INTEREST ON UNPAID REQ. iSTS FOR PAYMENT: Should the Owncr fail to pay an ap- proved Request for Payment within thirty (30) days from the date of approval by the Engineer, and should he fail to inform the Engineer and the Contractor in writing of his reasons for withholding payment, the Owner shall pay the Contractor interest cn the amount of the Request for Payment at the rate of six per cent (6clo) per arum until payment is made. 2.7.07 RESPONSIBILITY OF THE CONTRACTOR: Unless apecificatlp noted otherwise,the Contract r dull furnish all materials acid services and perform all the work described by the Contract Documents or shall nave all materials and services furnished and all the work performed at his expense. It shall be the Contractor's responsibility In pay for: a. Replacement of some, bench marks, reference points and stakes provided by the Owner under Paragraph 2.2,15. b. Lands by Contractor provided in accordance with Paragraph 2.3.09. c. Insurance obtained in accordance with Paragraphs 2.5.01 and 2.5.02. d. Fire Insurance obtained in accordance: with Paragraph 2.3.03. e. Performance ' ad obtained in accordance with Paragraph 2.5.04. I. Royalties required under Paragraph 2.5.05. g. Permits and Licenses required of the Contractor and all subcontractors. CONSULIING ENGINEERS COUNCIL Gent:al Conditions of the Contract Copyright 19-8 it 2.7.08 PAYMENT FOR UNCORRECTED WORK: Should the Engineer direct the Contractor not to correct work that has been damaged or that was not performed in accordance with the Contract Docm- ments, an equitable deduction from the Contract Amount shall be made to compensate the Owner for the uncorrected work. 2.7.09 PAYMENT FOR REJECTED WORK AND MATERIALS: The removal of work and materials rejected under Paragraph 2.4.05 and the re-execution of acceptable work by thr Contractor shall be at the expense of the Contractor, and he shall pay the cost of replacing the work of other contractors destroyed or damaged by tiie removal of the rejected work or materials.md the subsequent replacement cf acceptable work. a. Removal of rejected work or materials and storage of materials by the Owner in accordance with Para- graph 2.4.05 shall be paid by the Contractor within thirty (30) days after written notice to pay is given by the Owner. If the Contractor does not pay the expenses cf such removal a..! after ten (10) days' written notice being given by the Owner of his intent to sell the tr.aterials, the Owner may sell thz materials at aucticn or at private sale and shall pay to the Contractor the net proceeds therefrom after deducting all the costs and expenses that should have been borne by the Contractor. 2.7.10 PAYMEN.o FOR EXTRA WORK: Written notice of claims for payments :or Extra Work shall be give by the Con , r with• -n (10) days after receipt of instructions from the Owner as approved by the Engineer to proceed with • tra Work and also before any work is commenced, except in emergency endangering life or property. A .aim shall be- valid unless so made. In all cases, the Contractor's itemized estimate sheets showing all labor and material shali be submitted to the Engineer. The Owntr's order for Extra Work shall specify any extension of the Contract Time and one of the following methods of payment. a. Unit prices of combinations of unit prices which formed the basis of the original Contract. b. A lump sum based on the Contractors estimate, accepted by the Owner and approved by the En- gineer. c. Atual cost plus 159c for overhead and profit. 2.7.11 PAYMENT FOR WORK SUSPENDED BY THE OWNER.: If th- work or any par thereof shall be suspended by the Owner and a'andoned by the Contractor as provided in Paragraph 2.3.13, the Con, tractor will then be entitled to payment for all word done on the rxations w abandoned, plus 15% of the value of the abandoned work to compensate for overhead, plant expense, and anticipated profit. 2.7.12 PAYMENT FOR WORK BY THE OWNER: The cost o+ the work performed by the Owner in mineving construction equipment, tools and supplies in accordance with Paragraph 2.3.12 and in correcting deficiencies in accordance with Iaragraph 2.3.14 shall be paid by the Contractor. 2.7.13 PAYMENT FOR WORK BY THE OWNER FOLLOWING HIS TERMINATION OF THE CONTRACT: Upon termination of the Contract by the Owner in accofdance with Paragraph 2.3.15, no further payments shall be due the Contractor until the work is completed. If the unpaid balance of the Con- tract Amount shall exceed the cost of completing the work including all overhead costs, the excess shall be paid to the Contractor. If the cost of completing the work shall exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The cost incurred by the Owner, as herein provided, and the damage incurred through the Contractor's default, shall be certified by the Gwner, and approved by the Engineer. 2.7.14 PAYMENT FOR WORK TERMINATED BY THE CONTRACTOR: Upon suspension of the work or termination of the Contract by the Contractor in accordan— with Paragraph 2.3.16, the Contractor shall recover payment from the Owner for the work performed, plus loss on plant and materials, plus estab- lished profit and damages, as approved by the Engineer. 2.7.15 PAYMENT FOR SAMPLES AND TESTING OF MATERIALS: Samples furnished in ace,,rd- ance with Paragraph 2.2.11 shall be furnished by the Contractor at his expense. a. Testing of samples and materials furnished in accordance with Paragraph 2.2.11 shall be arranged and paid for by the Owner. 2.7.16 RELEASE OF LIENS: The C ntractor shall deliver to the Owner a complete release of all liens arising out of this Contract before the retained percentage or before the final Request for Payment is paid. If any lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner such amounts as the Owner may have been compelled to pay in discharging such liens including all costs and a reasonable attorney's fte. CONSULTING ENGINEERS COUNCIL General Cnnditinns of the Contract Copyright 195H 217 Y. 17.17 ACCEPTANCE AND FINAL PAYMENT- When the Contractor shall have completzd the work in accordance with the terms of the Contract Documents, the Engineer shall certify his accentrtce to the Owner and his approval of the Contractor's final Request for Payment, which shall be the Cara,,.t Amount plus all approved additions less all approved deductians and less previous payments made. The '�'.cntractor shall furnish evidence that he has fully paid all debts for labor, materials, and equipment incurred in con nection with the work, following which the Owner shall accept the work and release the Contractor except as to the conditions of the Performance Bond, any legal rights of the Owner, required guarantees, and Car, rec+ion of Faulty Work after Final Payment, and shall authorize payment of the Contractor's final Reeuest ] for Payment. The Contractor must allow sufficient time between the time of completion of the work and 1 approval of the final Request for Payment for the Engineer to assemble and check the necessary data. 2.7.18 TERMINATION OF CONTRACTOR'S RES' _)NSIBLITY: The Contract will be considered complete when all work has been finished, the final inspection made by the —agineer, and the project accepted in writing by the Owner. The Contractors responsibility shall then cease, except as set forth in his Per- formance Bond, as required b.• the Guaranty Pend in accordance with Paragraph 2.4.09 and as p'ovided in Paragraph 2.7.19. 2.7.19 CORRECTION OF FAULTY WORK AFTER FINAL PAYMENT: The approval of the final Request for Payment by the Engineer and the making of the final payment by the Owner to the Contractor shall not relieve the Contractor of responsibility for faulty materials or workmanship. The Owner shall promptly give notice of faulty materials or workmanship and the Contractor shall promptly replace any such defects discovered within one year from the date of written acceptance of the work. The Engineer shall decide all questions arising under this paragraph, and all such decisions shall be subject to arbitration. i CONSULTING ENGINEERS COUNCIL General Condttrons of the Contract Copyright 1959 2.13 t r SECTION 3 r INSTRUCTIONS TO BIDDERS l i 3.1 RECEIPT OF BIDS Proposals will be received at the time and place stated in the advertisement for bids. At the time and place set for opening an' reading of proposals, each and every proposal (except those which may have been withdrawn in accordance with Withdrawal of Proposal) received prior to the scheduled closing time for receipt of proposals will be publicly opened and read aloud, irrespective of any irregularities or informalities in such proposals. 3.2 EXAMINATION OF CONDITIONS The bidder is required to examine carefully the site of the proposed work, the proposal, drawli« s and specifications before submitting a proposal. It is mutually agreed that submissicn of f proposal shall be considered prb.:a "acie evidence that the bidder has n.ade such examination and is satisfied as to the conditions to be encountered in performiag th.: wirk, and as to the character, quality and quantities of work to be performed and materials and equipment to be furnished, and as to the requirements of the drawings, specifications and other contract documents. No statements made by an officer, agent or emplc ree of Renton School District No. 403, in relation to the physical conditions pertaiiing to the site of the work will be binding on Renton School District No. 403. 3.3 INTERPRETATIONS Questions regarding drawings a.id specifications shall be addressed to the Engineer. They will be answered by bull-tin or addendum addressed to all bidders. euestions received less than 48 hours before Lids close cannot be answered. All adder.da issued durir.g time of bidding will ba incorporated into contract. Neither Owner nor Engineer will be responsible for an oral interpretation. 3.4 LAWS AND REGU..ATIONS The bidder is assured to be familiar with all Federal, State and County lawF and re.alations, which an any manner affects those engaged or emploved in the work or the materials and equipment used in the proposed construction or which in any way affect the conduct of the work, and no plea of misunderstanding will be considered on account of ignorance thereof. Should the bidder discover any provisions in the drawings, Specifications or other contract docuwents which is contrary to or inconsistent with any law of regulation, he shall report any such inconsistency forthwith to the Engineer. Any such correction to the drawing. specifications or other enntract documents resulting wilt be answered by bulletin or addendum addressed to all bidders. 3.5 BID AND PERFORMANCE GUARANTEE A certified check, cashiers check or bid bond in the amount of sot less than five percent (52) of the proposal shall accompany each bid, as evidence of good faith, and as a guarantee that if awarded the contract, the bidder will 3.1 s I .y Section 3 - Instructions to Bidders (Cont`d.) execute the contract and furnish a 100 percent performance bond; fora of performance bond "Public Works" as approved by the office of the Attorney General, State of Washington and Prosecuting Attorney, King County, Washington. 3.6 FILLING IN PROPOSAL FORMS The bidder shall submit hts proposal on the forms bound in the specifications. All blank spaces in the proposal shall be properly filled in. If the proposal Is made by a partnership, it shall contain the names of each partner and bear the signature of the managing partner, describing himself as such. If the proposal is made by a sole propr'.etorship, even though the words "and Co." appear, the person signing shall be the owner and shall name himself as Owr_er. If the proposal is made by a corporation, it sh'.11 bear the name of the corpora ion, and bear the signature of the president. The address of the bidder and his office telephone number Shall be included on the proposal. 3.7 SUBMISSION OF PROPOSAL Each proposal shall be completely sealed in a separate package, addressed to Mr. H. R. Johnson, Secretary to Board of Directors, Renton School District No. 403, 1525 North Fourth Street, Renton, Washington. Th-r name of the project and bidders neme ant address shall appear on the package. Renton School District No. 403 reserves the right to reject any or all bids and to waive informalities. 3.8 PROHIBITION OF ALTERATIONS Except as otherwise provided proposals which are incomplete, or which are conditioned in any way, or which contain erasures, alterations, or items not called for in the proposal, or which are not in conformity to the law, may be rejected as informal. The proposal form invites bids on definite plans and specifications. Only the amounts and information asked for on the proposal form will he considered as the bid. Fach bidder shall bid upon the work exactly as specified and provided in the proposal form. No oral or telephonic proposals will be considered. 3.9 XY DIFICATfON OF PROPOSALS _ Modification of proposals already received will be considered only if the request and modification is Wnu_ rior to the scheduled closing time for the receipt of proposals. All modifications must he made in writing, over the signature of the bidder. No cral or telephonic modifications will be considered. MC WITHDR.:"" OF PROPOSALS At any time prior to the scheduled closing time for receipt of proposals, any bidder may withdraw his proposal, either personally or by telegraphic or written request. After the scheduled closing time for the receipt of proposals or before award of contract, no bidder will be permitted to withiraw his proposal 3.2 i i Section 3 •- Instructions to Bidders (Cont'd.) unl-ss aaid award is delayed for a period exceeding thirty consecutive days from the dare scheduled for receipt of proposals. No telephonic request for withdrawal of proposal will be considered. 3.11 EVUIENCE OF QUALIFICATION A bidder v:ose proposal i� under consideration shall, upon request, promptly submit satisfactory evidence o` his financial resources., his experience and the tganization and equipWcnr he has available for the performance of the contract. 3.12 EXECUTION Od CONTRACT i The successful bidder will ne required within ten (10) days after ceceiving from Renton School District No. 403 properly prepared contract documents, t.t execute said contract an ' to furnish performance bond satisfactory to Renton School District No. 403. Prior to commencing the contract work, Contractor will be required to furnish :assurance certificates as required by the contract documents. t 9 g � M SECTION 4 SPECIAL CONDITIONS 4.1 CONTRACT DOCUMENTS The Contract Documents consist of: (a) Advertisement of Bids, (b) Information for Bidders, (c) Accepted Bid, (d) Standard Conditions. (e) Special Conditions, (f) Agreement, with Schedule of Prices included o� attiched, (g) i Specifications, (h) Performance bond, (i) Plans. Items (a) to (g) inclusive , and item (1) shall form the Contract. 4.2 CONFORMITY OF PLANS AND SPECIFICATIONS The work shall be done in strict conformity to the Mans and specificationa and to tie exact lines and grades as fixed by the Engineers, and with such instructions as shall from time to time be given by the Engineer. The Con- tractor shall. provide such assistance in labor and materials and necessaw suspension of work as may he required by the Engineer for giving lines, grades. etc. , or marks set for the work by the Engineer, and where the Engineer shall consider such stakes, points, or marks to have been unnece sarily destroved, he may cause the exp use of replacing them to be paid to him by the Contractor. The amount of suc:: costs may he deducted from any monies due or which may become due to the Contractor under C- contract for this work. The Contractor shall keep the Engineer inform4d in advance of his need for stakes for line and grade. The Engineer will furnish the control points, grades, lines and elevations necessary to enable the Contractor to commence construction work on the project. After this original layout has I—en made by the Engineer it shall be the respon- sibility of the Contractor to s. , .ly and maintain all additional survey points, t grade stakes, form locetiona and other work lines necessary for Lhe proper execution and conduct of the work. Bench narks and other control points shall be preserved by the Contractor, and in case of the destruction or removal by him or his employees, they will be replaced by the Engineer at the Contractor s expense. 4.3 ADDITIONAL INSTRUCTIONS In the event that it is found that the instructions and drawings contained in the coattact documents are net sufficiently clear to permit the Contractor to proceed with the work, the Engineer shall, either upon his own notion or upon requeat from the Contractot, furnish such additional written instructions, together with such additional drawings as he may deem to be necessary. When such requen, is made by the Contractor, it ,oust be made in ample time to permit the preparation of the instructions and drawings by the Engineer before the construction c.f the work covered by them is to be undertaken. Such additional instructions ani drawings shall not be inconsistent with the contract documents and shall have 0e same force and effect as if contained In the cortrarr docu- ments. For the purpose of avoiding delays in the preparatlen of such additional instructions and drawings, the Engineer and the Contractor shall jointly prepare 4 1 Section 4- Special Conditions (Cont'd) a schedule showing the time for the commencement of the work to be included in them and the time the Contractor shall furnish the necessary shop drawings which may be necessary for their preparation. The Contractor shall do no work without proper drawings or instructioais and shall at his own expense replace any vork wrongly executed. 4.4 SAMPLES The Contractor shall, whet. required, produce satisfactory evidence to show the kind and quality of materials used and furnish duplicate labeled sample of materials and workmanship with sufficent information for the Engineer's approval. The materials furnished shall have the same character, finish, color and texture as the approved samples and the workmanship shall be equal to that of the samples. i h.5 MODELS When required, the Contractor shall at his own expense furnish models of work for which models are required. He a4all notify the Engineer when Lite models are ready for inspection. Where personal inspection is not possible, photographs of sizes not lest than 8" x 10" shall be su: stituted. Ali models shall be approved in writing by the Engineer and .io work of casting shall be done until models have been approved. These models and photographs shall become the property of the Owner. 4.6 SHOP DRAWINGS The Contractor shill submit in quadruplicate to the Engineer for approval suet detail shop drawings or working; drawings as may be required for the construction of any part of the work. Any work that is done or material orbered prior to the approval of such drawings shall be at the Contractor's risk. 4.7 LABOR AND MATERIALS AND EMPLOYEES The intent of the plans and specifications is to provide for the construe- Lion and completion in every detail of the work described there and it is under- stocd that the Contractor for all or any part will furnish all labor and materials, tools, equipment, transportation, and necessary supplies, such as may reasonably be required to execute the contract in a satisfactory and workmanlike manner and in accorwtnce with the plans, ape c; ficatlons, and terms of t1te contract. Unless otherwise specified, all materials shall be new. All materials shall be of the best of the several kinds called for and it is intended that only the beat methods cf materials, as recognized by usage in first class work, shall be used. All. workmanship shall be of the highest quality in evey particular. Only workmen skilled in their respective lines shall be en;•IoA-d in order to a_hfeve the above results. The Contractor shall at all times maintain strict discipline and good order among his employees. 4.2 i • Section 4 - Special Conditions (Cent'd.) 4.8 PROTECTION OF WORKMEN AND PROPERTY The Contractor shall protect from damage all water, sewer, gas, steam or other pipes or conduits, and all hydrants, power, telephone and all other property, including roads or walks, that are liable to beeorae displaced or damaged by the execution of the work. Protection of work and material shall be maintained at all times by the Contractor and he shall make good any damage to the work by the action of the elements, carelessness, accident or fire. All damage shall be repaired or replaced "lr, kind". The Contractor shall erect and maintain good and sufficient guards, barricades and signals at all unsafe places at or near the work, and stiall in s11 cases maintain safe passageways at all road crossinzs, cross walks, street intersections, and shall do all other things necessary to prevent accident or loss of any kind. 4.9 INSPECTION BY OWNER'S ENGINEER All materials furcdshed by the Contractor shall be subject to the inspec- tion and approval of the Engineer at any time during the progress of the work and until final completion thereof. The materials shall be delivered by the Contractor a sufficient length of time in advance of the work to enable the Engineer tc make she proper tests and inspection. As soon as materials have been tested and inspected, the Contractor shall immediately remove all rejected materials `rom the work and to such place distant therefrom as the Engineer may require, but the negler.t or failure on the part of the Engineer to condemn or reject inferior materials or work shall not be construed to imply an acceptance of the materials or work. The Owner shall be under no obligation to give the Contractor immediate notice of rejection of faul, 9 work, or in any way relieve the Contractor from rt ponsibility of neglect or care- lessness. 4.1v CHANCES IN PLANS OR QUANTITIES The Owner shall have a right to make any reasonable change in the plans or quantities upon the recommendation of the Fngineer that may be hereafter determined upon as necessary or expedient either before or after the beginning of the work by defining them in writing, and in case such alterations on unit price contracts increase or diminish the approximate quantities as stated in the schedule, then the Contractor shall be paid for the work actually done at the contract price that is specified in the bid, and such alterations shall not constitute a claim for damages nor shall any claim he made on account of anticipated profits on the work that may be altered or dispensed with. l 4.11 FAILURE. TO PROSECUTE WORK VIGOROUSLY Failure of Contractor to furnish sufficient force, equipment and material in time to insure the completion of the work within the time specified herein shall be deemed a violation of the contract. 4.3 Section 4 - Sper.'al Conditions (Con . " 4.12 CUTTING, PATCHING, ETC. All cutting and patching shall Se done by the Contractor tr, a neat and workmanlike manner an( at his own e,�>tnse, and shall be repaired or replaced "in kind". 4.13 USE AND OCCUPANCY PRIOR TO ( • 'LETION The Owner reserves the right to use and occupy the whole or any part of this irprovenour which has been completed sufficiently to permit use and occupancy, and such use and occupancy shall not be construed as an acceptance of the work, or any part thereof; and any claims which the Owner may have against the Contractor shall nog be (teemed to have been waived by such occupancy. All building ordinances and regulations shall be complied with. 4.14 SANITARY ARRANGEMENTS The Contractor shall make proper sanitary arrangements for the couven- fence of all persona employed on the work and shall rigorously prohibit the co,mitting of nuisances. The number, type and location of such facilities shall be subject to the approval of the Owner. tie shall comply with the requirements of the State Department of Health and of other bodies or officers having ,jurisdiction over health matters. 4. 15 MEASUREMENTS All working measurements shall be checked with those shown on drawings, and if they ,are found to vary from the latter the Contractor shall report the same to the Owner at once for adjustment before he proceeds with the work. No allowance will be made by the Owner for corrections of existing work to fit the installation of the work and material by this contract. 4.16 INSURANCE Section 2.5.01 shall be modified to read as follows: b. Public Liability, Bodily Injury, and Property Damages: 4 1. Injury or death of one person: $loo,000 1 2. Injury to more than one person in a single accident: $300,000 3. Property Damage: $300.000 T. Automobile and Truck Public Liability, Bodily Injury, and Property Damage: 1. Injury or death of one person: $100,000 2. Injury to more that, one person in i a single accident: $300,000 4.4 Section 4 - Special Conditions (Cont'd.) 3. Property Damage: $300,000 d. (New Section) Certificates of Insurance: Three certificates of proof covering each required policy respectively shall be furnished to the Owner, prior to the commencement of work. 4. 17 ORDINANCES AND REGULATIONS All apparatus and material installed under this specification shall be designed to comply with and shall be installed in accordance with all of the requirements of legally constituted authorities having Jurisdiction, including local Building Ordinances and State Safety Orders. 4.18 PERMITS AND INSPECTIONS The Contractor shall obtain and pay for all necessary cermits and municipal, state or railroad inspection fees, as required. 4.19 GOVERNMENTAL ACTS The Contractor shall comply with all the provisions of the State Wetkmen's Compensation and Medical Aid Acts, the State and Federal Social Security Acts and all other laF7s that ma), apply to the construction under this rrntract. He shall produce certificates from proper authorities that all assessments under said laws have been paid beft.re his final certificate is issued. 4.20 ROYALTIES AND LICENSES Royalties and license fees shall be paid by the Contractor and he shall protect the Owner from any loss on account of claims for infringements on patents or copyrights in connection with the work. 4.21. CO TUMENTARY REgUIREMENTS All documents are considered as complementary and what is called for by one shall be binding as if called for by two or all. Should one document disagree within itself, the better quality or greater quantity of work or material shall be furnished, unless otherwise ordered in writing by the Owner. 4.22 CONTRACTOR'S WORK All items furnished or shown in the documents shall he executed by the Contractor unless etherwlse specifically mentioned. 4.23 OWNERSHTP OF DRAWINGS Prints of drawings and copies of specifications are the property of the Owner and, as i'istruments of service for the perfotraance of this work only, they must all be returned intact to the Owner when this work is completed. 4.5 R Section 4 - Special Conditions (Cont'd.) 4.24 DRAWINGS FURNia113D A maximum of five (5) complete sets of drawings and specifications will be turnished to the Contractor by the Owner, free of cost. This number is in excess of sets required for documentary signatures or for permit filing. Any additional copies required will be supplied to the Contractor by the Owner at net cost of reproduction. 4.25 JOB SET OF DRAWINGS The Contractor shall have available at all times on the vite a complete set of drawings, specifications and shop drawings for the use ei all person connected with the work. 4.26 DIMENSIONS Figured dimensions stall be followe9 in preference to measurements by scale. Larger scale drawings shall take precedence ov<ei those at small scale. 4.27 ORAL INSTRUCIIGN Instructions from the Owner, or hia authorized representative, to the Contractor or his superintendent, shall at all times bo: immediately carried out, provided, however, that no oral instructions shall at any time constitute F an order for any increased cost of the work. t 4.28 GENERAL FORFmN A competent superintendent or general foreman, with authority to repre- sent the Contractor in his absence, shall be on the work during the performance of the entire contract. The Contractor shall also -maintain a completely organizedforce of sub-formen and experts properly delegated to direct the performance of those branches of the work requiring; specialized supervision. The auptrintendent, general foreman and all sub-foremen and experts a:.all be satisfactory to the Owner. The superintendent or general foreman shall i exercise supervision over and see that all work i•tcluded in this Contract, I whethersublet or not, or whether under .he supervision of an expert or not, is ready for and is installed in proper timt and manner. 4.29 CONTRACTOR'S RESPONSIBILIPY FOR WORK Subcontractors, matetial dealers, workmen, ar.d all other firms or indi- viduals emplov, ., or contracted with, by the Contractor, shall be con9idered i as subsidiary to the Contractor and he alone shall be responsible for all acts g and work exe_uted by them. The Contractor shall notity the Owner in writing l if he thinks any part of the work as designed or constructed is unsafe cr likely to become so, or Is unsuited to produce tFe intended results, and shall thereafter proceed only as directed by the Owner or its authorised represen- tative. 4.6 i r Section 4 - Special Conditions (C'cnt'd.) 4.30 FIRE HAZARD The Contractor shall enforce strict regulations relative to the preven- tion of fire in or about the project, particularly as to open fires; handling of inflammable material, care of oily cloths and caralesanene or smokers, and shall conduct operations in this respect at all times in a manner satisfactory to the Owner. 4.31 EXTENSION OF TIME Extension of time for the completion of the work without penalty to f the Contractor may be allowed for causes beyond the control of the Contractor. Request for such extension shall be submitted to the Owner by the Contractor in writing within 10 days from the occurrence of the cause of the delay. The decision for granting or refusing the extension shall rest with the Owner. Should any extension of time be necessary owing to additional work ordered by the Owner, the Contractor shall state the number of days of exten ifon required in his estimate and breakdown. 4 32 OWNER'S RIGHT TO DO CONTRACTOR'S WORK 1 Should the Contractor at any time refuse or neglect to supply sufficient skilled workmen or materials of the proper qualitl , or fail in the perfurmance 1 of any other work herein contained, upon such refusal, neglect or failure, the Owner shall be at liberty after forty-eight (48) hours written notice served personally upin the Contractor or delivered at his last known address, to provide any such labor or materials and to deduct the cost thereof from the money due the Contractor under this Contract. 4.33 CONDEI9RED WORK The Contractor shall, within twenty-four (24) hours after receiving written notice from the Owner to that effect proceed to remove from the grounds or building, all materials condemned by the Owner, whether worked or unworked, and to take down all portions of the work which the Owner may, by like written notice, condemn ea unsound or improper, or in any way failing to conform to the drawings and specifications and shell make good work damaged or destroyed thereby. i 4.34 INFORMATION CONCERNING CONDITIONS The accuracy of information furnished by the Engineer and/or the plans and specifications as to •moat Wound structures, foundation conditions, character of soil, position and quantity of surface and underground water, etc. , ! are not guaranteed by the Owner. Bidders must satisfy thonselves by personal exaninatlon and by such other means as they desire with respect to actual conditions in regard to the nature of the ground and sub-soil water, and in regard to the location of existing underground or surface structures. Unforeseen conditions shall not constitute a claim for additional payment under the terms of the contract or jconstitute a basis for cancellation thereof. 1 4.7 a section 4 - Special Conditions (Cort'd.} 4.35 STANDARD STOCK ARTICLES All articles, fittings aro ht:rdware shall, wherever practicable, and unless otherwise specified or required, be manufacturer's standard stock articles of a reliable make. Stock articles and materials, upon which the inspection at the source of manufacture is considered impractical by the Engineer, will be inspected ptior to acceptance for use nt the site of the work and inferior or unsuitable articles and materials shall be reiroved from the site of work. 4.36 STANDARD TESTS AND QUALITY Unless waived in writing by the Engineer, all tests and trials shall be a,ade in accordance with these specifications in the presence of a duly authorized representatiave of the Engineer. When he presence of the Inspector Is waived, swora statements in quadruplicate of the tests made and the results thereof shall be furnished to the Engineer as soon as possible after the tests are made. 4.37 AT SOURCE AND IN FIELD Inspettlon and testing of materials rrfor t-� use in this project is an obligation of the Contractor. Such prior inspection and testing, in ,�.r:ll, factory, field and laboratory, is provided for in construction contracts, , where necessary, in manner and extent acceptable to the Engineer. Due con- t sideration should be given to customary engineering and architectural practice. 4. 3d INSPECTION AID TESTING AGENCIES The selection of inspection and testing agencies for such service will be made by the Engineer. Such agencies, whether employed for services away from or at the site, as may be required and necessary, and generally referred to as Independent laboratories, shall be commercial laboratories o` recognized standing, or, for engineering inspection service may be by qualificd cn�ineers. Visual field inspections and tests are functions k " the Engineer or his authorized representative, except as may be otherwise provided for or required. 4.34 SUITABILITY OF NATERLALS Inasmuch as such inspection and testing, must be dune partially or entirely prior to delivery of material at the Job, the Contractor shell furnish the Engineer satisfactory documentary evidence that material has passed such inspection and test and such evidence gust be so furnished before the material Is incorporated into the work. 1 4.40 COSTS OF TESTS AND TRIi,!S The costs of all tests and trials, except the pay and expenses of the Engineer or his Inspector, shall be borne by the Contractor, unless otherwise +prcified. 4.8 g Section 4 - Special Conditions 'Conc'd.) 4.41 CERTIFICATES Wherever required, the Contractor shall, at his expense, furnish certifi - cates from a recognized testing laboratory that the materials meet all of the requirements for the specifications. 4.42 POWER FOR CONSTRUCTION PURPOSES 1 The Contractor shall maka bll arrangements for and obtain all electrical energy at his own expense and shall provide at his own expense all temporary pole lines and facilities for providing electric energy for construction purposes, and for lighting during the construction period. Where connections are made between existing work and temporary facilities, the connections shall be made in a thoroughly wor'.cmanlike menner. 4 43 CONSTRUCTION WATER The Contractor shall be responsible for prodding all necessary construction water and special cconections to a water supply. 4.44 PARKING AREAS It shall be the responsibility of the Contractor to provide adequate_ parking areas, for the automobiles used by Sla construction employees. 4.45 FINAL E%AMINATION AND ACCEPTANCE As soon as practicable after the completion of the entire work, it will be examined thoroughly by the Engineer or his representative. The Contractor will be notified when the examination is to be made and he or his representa- tive will be permitted to accompany the examining party. When the work is found to be satisfactory, it will be accepted finally and such final acceptance will not be reopened after having once been made, except �n evidence of collusion, fraud, or obvious error. If the inspection reveals any defects In the work or contemplated by the specifications, such defects shall be repaired or the unsatisfactory work replaced as the Engineer may direct before acceptance of any work. The cost of all such repairs and replacements shall be borne by the Contractor, and no extension of the contract time wil ' be granted because of Cite time required to remedy such defects. t 4.4 ; Section 4 - Performance Bond t 4.46 PERFOFA&NCE BOND Prior to commencing the contract work, Owner will require Contractor to furnish bond as security for the faithful performance of the contract and fot the payment of all persons performing labor and famishing materials Jr. connection with the contract. Such bond shall be in an amount of not less than 300 percent of th contract sum , plus all State taxes. Signatures of bond execution shall be as follows: a Proprietorship: Execution by Contractor shall be in the correct name. If a sole proprietorship, even though the words "and Company" appear, the person should name himself as Owner. b. Partnership: If the Contractor is a partnership, the managing I partner shall sign, describing himseft as such. C. Corporation: If the Contractor is a Corporation, a sign are for the cor,)oration by the president or his equivslent and by th - :­ecretary or his equivalent, aescribing themselves as such, plus imprin. of the seal will be presumed sufficient. If the corporation ha- a res..1utien authorizing some other signature, the resolution shall be erhib.lted to the Prosecuting Attorney 's Office, whereupon he will makee a permanent record of such resoIution and not require another exhibit. d. Seals of the bending company, as well as the goal of the corporation, ttt are required. e. The 3arety shall be bcund by an attorney-in-fact, resident in this county preferrably, certainly of the State of Washington' f. Cbligee s the State of Washington. g. Prior to delivery of certificates of bond to the School Distrtct, bond form shall have been reviewed and approved by the office of the I Prosecuting Attorney. h. Boci if bond: Public Works Bond. i i. Three + opies required. 4.47 RESIDENT EMPLOYEES A. Uhler the provisions of Chapter 39.16 laws of the State of Washington the Contractor, Subcontractor, or person in charge of any Fhase of the contract work, shall employ ninety-five percent or more, bona fide Washington residents as employees where more than flfty persons are employed; and shall pay :he standard pravailin, wage pursuant to Clause 16 entitled State of Washington Wage Rates, of :here speci_`ications. 4 4.10 Section 4 - Performance Bond (Cont'o) The term "resident" as used herein shall mean any person who has been a bona fide resident of the state of Washington fur a period of ninety days prior to such employment; provided, that in contracts involving the expenditure of federal aid funds this levy shall not be enforced in such -inner to conflict with .;r be contt:ary to the Federal statutes, rules an regulations proscribing a labor prefet..nce to honorably discharged soldier, sailors and marines, or prohibiting as unlawful any c her preference or discrimination amon> the citizens of the United States. B. In the event, a sufficient number of Washington residents shall not he available, the Contractor or Subcontractor shall immediately notify the public bc,ir with whom the contract has 1}een executed of such facts, and shall state the number of nonresidents needed. The public body shall immediately investigate the facts and if the conditions are as rtaced, the public body shall, by a written order designate the number of nonresidents and the period for which they may be sploved; provided, that should residents become available within the period, such residents shall be immediately employed and the period shor�ene4 consistent with the supply of resident labor. C. Any Contractor or Subcontractor who shall employ a nonresident in excess of the percentage preferences, excepting as ierein permitted, shall have deducted for every violation from the amount due him, the prevailing wages which should have been paid to a displaced resident. The money so deducted shall be retained by the public body tor whom the contrazt is being performed. D. Any persor, firm ^r corporation violating any of the provisions of this law shall be guilty of a misdemeanor. 4.48 NONDISCRIMINATION Except to the extent permitted by a bona fide occupational qualification, the Contractor agrees as follows: A. The Contractor will not discrr* ..,a^ against any employee or applicant for employment because of race, creed, color, national origin, sex or age. The Contractor will insure that applicants are employed, and that employees are treated during _mpl.oyment with, ut regard to their race, creed, color, national origin, sex or age. Such action shall include, but not be limited to, the following: Employment, upgrading. ^.motion it transfer; recruitment or recru unt advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training. 4.11 w. c . ti Section 4 - Performance Bond (Cont'd) B. The Contractor will, in all solicitations for employees or job orders for employees placed with any employment agency, unicn, or other firm or agency, state that all qualified applicants will receive consideration for employment without regard to ,ace, creed, color, rational origin, sex or age. The words "equal opportunity employer" in advertisements shall constitute compliance with this section. C. The Contractor will send to each labor union or representative of workers with which he has a collective bargainin- agreement or other contract or understanding, a notice advising the .yid labor union or workers representative of the Contractor's commitments under this section. r. The Contractor will include the provisions of the foregoing paragraphs (A` , (B) , (C) in every subcontract or purchase order for goods or services which are for subject matter of this contract. In the event of noncompliance by the Contractor with any of the non- discrimination provisions of the c.,rtract, tie coatracting agency shall have the right, at its option, to cancel the contract in whole or in part. If the contract is cancelled after part performance, the contracting, agency shall be obligated to pay the fair market valu* or the contract price, whichever is Lowe, , for goo , at servic which have been received and accepted. 4.49 OFF-SHORE ITEMS Pursuant to Laws of the State of Washington, Chapter No. 1'9, Laws of 1967, Contractor shall, Doti completion of the contract work, submit to Owner a certified statement setting forth the nature and source of off-shore items in excess of tw thouvand five hundred dollars ($2,500.00) which have been utilized in the performance of the contract work. The term "off-shore itc:3" shall mean those items procured from sources beyond the territorial boundaries of the United States including Alaska and Hawaii. 4.50 STATE OF WASH: : (:TON WAGE RATES A. Under the provisions of Chapter 63, Laws of 19'5, the h. irly wage to be paid to laborers, workmen or mechanics upon ELI publ - works of this State and upon the work contemplated in this contract, +�aall not be less than the prevailing rate of wage for an hours work in the same trade or occ7ipation in the locality within the State where such labor :nd work herein rortem:0.ated is to be performed. i All laborers, workmen or mechanics she. be paid not less than the minimum hourly rate of wage hereinafter speciftel. PROVIDED, however, nothing herein contained shall be construed to prohibit the contractor, 4.12 Section 4 - Performance Bond (Cont'd.) subcontractor or other person doing or conCracting to do the whole or any part of the work under this contract, from paying any such laborers, workmen or mechanics wages in excess of the hourly minimuu. rate above specified. The "Prevailing rate of wages" for the purposes of this contract shall be the rate of hourly wage and overtime paid, in the locality, as hereinafter defined, to the majority of workmen, laborers, mechanics in the same trade or occupation. In the event them: is not a majority in the some trade or occupation paid at the same rate, then tr.e average rate of hourly wage and overtime pain to such laborers, workmen or mech- anics in the same trade or occupation shall be the prevailing rate. If the wage paid by any contractor or subcontractor tc laborers, workmen or mechanics in tLe performance of this contract is based upon some period of time other than the hour, the, hourly wage, for the purposes of this contract, shall be mathematically determine:: by the number of hours worked '-n such Deriod of time. The "locality" for the purposes hereof shall be the largest city the county wherein the physical work is being performed. B. Contractor, on or before the date of commencement of the wor::, shall file a statement under oath with the Owner and with the Director of Labor and Industries certifying the rate of hourly wage, including Cringe benefits, paid and to be paid each classification of laborers, workmen or mechanics employed upon the work by the Contractor or Subcontractnr which shall be filed in accordance with the practices and procedures required by the Department of Labor and Industries. C. Wage rates so filed will. be checkeu against the prevailing wage rates as determnied Ly the Industrial Statistician of the Department of Labor and Industries. If the wage rates are correct, the Department will issue an acknowledgment of approval to the contractor with a copy to the Owner. If any incorrect wage rates are includes', the Contractor will be notified of the correct rats by the Department, and approval will be withheld until a correct t •atenent la received. Forms for filing a Statement of Intent are available from the Supervisor. of Industrial Relations, Department of Lauor and Industries, General Administration Building, Olympia, Washington. Telephone 753-6311. D. Each clan, submitted by Contractor for payment on a project estimate shall state tr. t prevailing wages have been paid :n accordance with the pre-filed statement of intent on fill with the Department of Labor Pod Industries and approved by the Department. 4.13 Section 4 - Performance Bond (Cont'd.) E. Certif+ed wage affidavit listing all classifications and applicable wages paid will not be required for each progress estimate payment, other than the above statement. F. At the conclusion of the project, the Contractor and his Subcontractors shall submit affidavits of •--ges paid to the Department of Labor and Industries, 1601 Second Avenue, Seattle, 98101, for certification. Form S. F. 9843 "Affidavit of Wages Paid' or on a similarly con- structed form shall be filed to secure the Director's certification. Final payment on the contract will be withheld until certification by the Director that the prevailing wage requirements of the law have been satisfied has been received by the Owner. i , SECTILN 5 AGREEMENT. THIS AGREEMENT, made and entered into this day of 19 by and between Renton School District No. 403, tereinafter called- tb�e Oc3ner� and _ he-einafter called the "Contractor". WITNHSSETH: Said Contractor, in consideration of tle sums to be Palo to him by thn said Goner in the manner and at the times hereinafter provided, and of the other covenants and agreements herein contaiied, hereby agrees to construct within the time stipulated, including excavation, backfill, piping, etc. , as is set forth hereinafter in the SCHEDULE OF PRICES, for the Owner, design,i Sierra Heights Sewer Extension for Renton School District No. 403, Renton, Washington and to furnish any and all of the labor, materials, tools, expendable equipr,ent, and all utility and transportation se n•ices necessary to perfo_-m the contract, and to complete the work in a most substantial and workmanlike manner, ready for successful operation, according to this Agreement and other contract docu±cants referred to i herein and made a part hereof, and such modifications of the same and other directions that may be made as provided therein,including any and all addenda .n%u.d by the Owner or its authorized representative. ' It is the intent of this Agreement that the lump sums and unit price amount ar amounts bid and included in this Agreement fully cover all necessary and incidental items required for a complete and satisfactory operating unit and minor items nLt specifically mentioned or aet forth in the Schedule of Prices are hereby considered as being included in the uni_ price amounts set ford herein. It is agreed that said labor, r.aterials, tools, equipment and services shall be furnished and the contract performed ai.d the work completed under the direction and supervision and subject to the approval of the Owner or its authorized representative. COMPONENT PARTS OF THIS CONTRACT This Contract entered into by the acceptance of the Contractor's bid and the signing of this Agreement, consists of the following; documents, all of which are co.aponent parts of said Contract and as fully a part thereof as if herein set out in full and, if not, attached, as if hereto attached. 1. This Agreement 2. Adden..a Nos., S 3. Standard Conditions 4. Special Conditions 5. Specifications 5.1 Section 5 - Agreement (Cont'd) . 6. Plans 7. Information for Bidders 8. Advertisement for Bids 9. Bid { In the event of any conflict or inconsistency between any of the foregoing documents, the conflict or inconsistency shall he resolved upon the basis of the numerical order of the documents, with the document or documents assigned the i w. number or numbers being controlling over any documen, having a higher number in the numerical irder set forth above. ENUPIERATED PLANS Drawing No. Title 144-01 Sierra Heights Scwer Extension 144-C2 Sierra Heights S_wer Extension 144-03 Standard Deatils PAYMTS In consideration of the faithful performance of the work herein embraced, as set forth in this contract and in the above mentioned contract documents, in accord nice with the direction of the Owner's Authorized Representative and to his satisfaction, said Owner agrees .o pry to said Contractor the amounts earned, ccmputed as provided by the Contract Documents, and to make such payments in the manner and at the times provided in Section 2.7, Measurement S Payment. It is mutually agreed between the parties hereto, that no certificate given or payment made under this Contract, except the final certificate or final payment shall be conclusive evidence of the performance of this Contract either wholly or in part and no payment or certificate shall be construed to be an acceptance of defective work or improper materials. The Contractor shall, at his expense, obtain all necessary permits and licenses, etc. , for the conatruction of the pi ject, give all necessary notices, pay all fees required by law and comply with ali laws, ordinances, rules and safety regulations relative to the work and to the preservation of the public health and safety. The Contractor agrees to comply with all regulations of King County regarding streets over which they have Jurisdiction. UNIT PRICES For furnishing all material and labor and performing all work required for y constructing the items shown following under "SCHEDULE OF PRICES" in the manner outlined in the attached plans and specifications and other contract documents, the Owner shall pay to the Contractor as full consideration for the performance of the work actuall, performed at the following unit prices. (Prices do not { include sales tax) . 5.2 F SCHEDULE OF PRICES UNIT "PRICE BID SEWER EXTENSION Item Approx. Bid Items with Unit Unit Price Total Amou..t No. Quantity Price Written in Words Dollars Cts. Dollar Cts. 1 3092 A.C. Sewer Pipe, Class 3300 in L. F. >ce Per Lin.Ft. $ $ lA 3092 8" Conc. Sewer Pipe C-14X in place L.F. Per Lin.Ft. $ T$ ' 2 33 8"x6" A.C. Tees I Each I _ I _ Each $-- 2A 33 8"x6" Concrete Tees fi Each % ^_� ach r 3 12 Standard Manholes 6' deep or J--. Each in )lace v _ Each _ $ _ _ I $ . .. 4 57 Add for Each Additional Ft. of ' Y. F. I M.H. over 6 Ft. PER Ver.FtA i $ I $ 1 5 450 Pipe Bedding Material in place i C.Y. _ Per Cu.Yd. I6 2500 Pit Run Sand and Gravel 1 place C.Y. ---�, Per Cu.Yd_ 7 400 Crushed Rock to place j C.Y. --� Per Cu.Yd. � $ _ I8 2320 asphalt Surfacing Cl. S.Y. 3" Compacted Mat. - Per Sq. Yd. $ I $ TOTAL. (Tema 1 thru 8)........ i TOTAL (Ittws 14, 2A S 3 thru 8) ... . . . . . . . . . . .. . . . . . . . ... 5.3 SECTION 5 - AGREEMENT (Cont'd.) State sales tax is not includec: in the above bid prices. 'Lbe Owner shall pay the applicable sales tax on each progress payment. It is understood and agreed that the work under the contract shall be com- menced by the undersigned Contractor on the date stater in the Owner's Notice to the Contractor to Proceed and shall be completed by the Contractor in sixty (60) consecutive calendar days from and after the date stated in the Notice to Proceed, i and inspection costs in the amount of $100.00 per work day will be charged by the Owner and deducted from the monies due the Contractor for every work day beyond ft the contract limits until the project is completed in accordance with the plans and specifications. Also my other adaitional costs and damages due to delay of completion of contract shall be the responsibility of the Contractor and deducted from the monies due him. IN WITNESS WHEREOF, five (5) identical counterparts of this Contract, each of which shall for all purposes be deemed an original thereof, Lave been duly executed b5• the parties hereinabove named, or. the day and year first .,ritten above. c M► OWNER RENTON SCHOnL DISTRICT No. 403 By Secretary of the Board of Directors Contractor By: Title: Address: ATTEST: (If Corporation) Corporate Seal i Titli: t WITNESSES, if individual or Partnership: 1 A 5.4 - s I SECTION 6 GENERAL INFORMATION AND REQUIREMENTS 6.1 SCOPE OF WORK The work covered in these specifications is for furnisning of all labor, material, cartage and equipment, as necessary for the construction of Sierra t Heights Sewer Extension, as shown on the drawings. Items not exalicirly mentioned but necessary for and incidental to the satisfactory construction and operation of the system shall be merged in the unit priers bid. 6.2 LANDS AND EASEMENTS 6.2.1 Lands Provided by Contractor The Contractor shall provide with no liabil ' v to the Owner any additional land and ac_ess thereto that may be required for te. rary construction facilities or storage of material=. Ile shall construct all access roads, detour roads, or other temporary works as required by his operations. The Contractor shall confine his equipment, storage of mate , ials aad operation of his workmen to those areas shown and described and such additional area-, as he may provide. 1 ' 6.2.2 Easements Retirements As shown on the drawings, there ar5. some facilities to be constructed on private property on an easement obtained by the Owner. The Contractor shall restore the area to its existing contour. The top ; ft. of trench material shall be stock- piled and when the trench is backfilled the stockpiled material shall b:: replac :d as the top 3 ft. of backfill in the trench area. J." MAINTENANCE OF PUBLIC RIGHT OF WAY 6.3.1 Maintaining Traffic The Contractor shall at all times so conduct his work as to insure that the least possible obstruction to traffic and inconvenience to the ganeral oublic and the residents in the vicinity of the work, and to insure the protection of persons and property. No road or street shall be closed to the public except with *he permission of the Engineer and proper governmental authority. Access for ing property owners shall be maintainer' at all times. Fire hydrants on or zr to the work shall be kept accessible to fire fighting equipment at all times. ':ei ary provisions shall be made by the Contractor to insure the use of sidewalks, private and public driveways, and the proper functioning of all guttera, sewer inlets, drainage ditches and culverts, irrigation ditches and natural water cocrses. The Contractor shall erect and maintain, at his own expense, suitable ti her bulkheads to retain earth from trenches or other excavation where required, in order to encroach upon roadways as little as possible. The responsibility for the work, the public and the traffic shall rest with the Contractor and he shall he solely li ,le for damage and '.n;uries that are in any way , argeable to construction, or any circumtances, actions or negligence S in connection therewith. Befora any public right-of-way is closed during sewer 6.1 ODOM Section 6 (Cont'd.) construction, suitable detour routes and signs shall. be provided and the'* type and location shall be subject to the approval of the Engineer and the Kinp County Engineer. 6.-.2 Care of Streets, Alleys, Roads, Walks, Etc. The Contractor shall be recuired, at his own expense, _o remove ail excess materials, debris or other obstruction from the streets or alleys as the work progresses. No cross streets, sidewalks or roads shall be wholly obstructed, except by special permission from the Engineer. If at any time the Contractor neglects to t remove such materials of obstruction atnl place streets, sidewalks and roads in suitable condition for traffic within trenty-four (24) hours after having received wri-.ten notice from the Engineer, the work may be done by the Owner, and the cost thereof charged to the Contractor and deducted from money due the Contractor. The Contractor shall repair or replace streets, sidewalks, roads, and culverts to the satisfaction of the Engineer and praties concerned. 6.3.3 Drains, Culverts and Roadsi'e Ditches The Contractor shall :eplace and/or repair all drain pipe or inlets removed or damaged by the Contractcr's construction . irk. All excavated material and debris , shall be removed from the roadside ditches ano the affected ditches shall be cleaned and reshaped. Where removed drain pipe is In Poo- condition or of improper size, the Owner reserves the right to furnish and deliver at no charge to the Contractor, new pipe of proper size (rot to exceed 15" diameter) to the trench side. Then at no extra cost to the Owner, the Contractor shall install the new pip2 fur- nished by the Owner in place of the obsolete pipe which was removed. The obsolete pipe shall be removed from the site at the expense of the Contractor. 6.3.4 Barricades The Contractor shall provide barricades at all locations where there exists an open ditch or ditches that has not had sufficient settlement to withstand traffic loads. All such barricades shall be properly lighted at night with electric or oil flares. All barricades shall be of a type and located in a mann-r that meets the approval of the Engineer. 6.3.5 wrinkling After the trench or the excavation has been backfilled, the Contractor shall water sprinkle the area and any adjacent street twice a day to keep the dust from becoming a nuisance and shall be continued until the dust is no longer a problem. The adjoining paved sections of street shall be washed or broom swept to remove all excavated mate-fal . 6.4 PROTECTION OF PUBLIC AND PRIVATE PROPERTY 1 The Contractor shall, at his own expense, carefully protect trom injury trees, shrubbery, lawns, gardens, walks, bulkheads, fences, buildings, telephone, telegraph or power and 'light poles, water, sewer or gas pipes, conduit, drain culverts or at.., other structures or inrmrovements, public or private, includins i 6.2 I .s Section 6 (Cont'd.) driveway crossings, which are encountered or affectea by :he work, and shall promptly repair any damag4 done to the said stru--ture€ and improvements at no cyst to the Owner, leaving them in is good condition as 0ey were previous to this interference, and the Contractcr shall be liable for a-v damages or claims arising from these interferences with said structures or it, rovements. The Contractor shall comply with all conditions in . anchises, easements and other agreements affecting the work and on file with the Owner, and said 6o'cuments are hereby made a part of these specifications. The Contractor shall comply with requirements, conditions, and standards of any municipal , county or state govern- ing agency whose property may be affected by the work or has jurisdiction over the work. 6.5 EXISTING SURVEY MONUMENTS i All existing survey monuments shall be protected by the Contractor. It shall be the Contractor's responsibility to see that the monuments are zferenced by a licensed land surveyet before they are removed. It shall also be the Contractor's responsibility to employ a licensed land surveyor to replace the Monuments and any property ,.orner markers destroyed by the construction work. i 6.6 INDEUNIFICATION The Contractor covenants and agrees that he will indemnify rand hold harmless the Owner and the Engineer and any or all of the Owner's and Engineer's officers, principals, agents and employees from any loss, damage, costs, charge or expense whether direct or indirect and whether to pert* �s or property to which the Owner, Engineer or other parties may have been put or subjected by reason of an act, action, neglect, omission or default on the part of the Contractor or L.ny sub- co-tractor or any of the Contractor's or sub-contractor's officers, principal®, agents or employees. In cAse any suit or legal proceedings shall be brought against the Owner or Engineer cr any of the Owner's or Engineer's officers, principals, agents or employees at any time on account of or by reason of any act, action. neglect, omission or default of the Contractor, of sub-contrz,-tor or any of the Oontractor's or sub-contractor's officers, principals, agents or employees, the Contractor hereby covenants and agrees to assume the defense thereof and to defend the same at the Contractor's own expense and to pay any and all costs, charges, .ttorney'e fees or other expenses and any and all judgm me that may be incurred by or obtained againsL the Owner or Engineer or any of their officers, principals agents, or employees in such suits or other proceedings, and in case any judgment or lien is placed upon the property of the Owner or Engineer or an, of their officers, principals, agents or employees as s result of such cults or otl.er procced. .igs, the Contractor shall at once cause the r:ame to be d'ssolved c-,L dische:ged by giving bond or othercise. 6.7 SOIL INFORMATION The bidder shall make his own dedictions and conclusions an to the nature, of the materials to be excavated, the di:ficultiea of making and maintaining the 6.i i Section 6 kCont'd.) required :xcavations, the difficulties which may arise from subsurface conditions, a3.d of doing any othet work affected by the subsurface conditions and shall accept full responsibility. 6.8 CONSTRUCTION PHOTOGrAPiiS Pic call be furnishe ` of all construction sites, streets and public right-of-ws .never necessary to show improvements that will be disturbed, easement lines showing all improvements, and any other pertinent point of interest. The Contractor shall furnish ali film and pay for all development and finish- ing. The Field Engineer shall furnish the camera and take all of the pictures. Each picture shall be marked for identification. One full set of pictures shall be for the use of the Engineer. In the past these pictures have been beneficial for the Contractor as well as the Engineer durirg the dine of restoraticn of s property. The Contractor shall be responsible for any picturea he may ueed for his own use .`.n connection with the project. I 6.9 OVEFTiME FIELD ENGINEERING When the Contractor performs construction work over the accepted 6 bouts A per day or 40 hours per week, or on any Union holiday and the work requires inspection, then the Contractor shall reimburse the Owner t the rate of $6.0c per hour for all hours .;orked on Union holdiaf s and Sundays and $3.00 y per hour ior all other extra hours worked. The Owner shall have the sole authority la determining the necessity of having the overtime inspection, and shall notifv she Contractor of ante t and said costs will be deducted from monies due the Ccntractor on each monthl estimate. �1 f' i i I I I I ' S i I SECTION 7 gANIT&IY SEWER LINES 7.1 LOCATION The location of the sewer lines and a1purtenances will be essentially as shown on the drawings. Final location shall be as designated by the Field Engineer. 7.2 MATERIALS 7.2.1 Pik 7.2.1.1 General Pipe shall be of the size, type and class as shown on the drawings or noted ir. the sp—a f.ications. All pipe delivered on the project shall be checked at tranch side. All pipe failing ro curfori :=o specifications shall be re,iected. ?. '.1.2 Asbestos Cement Sewer ?i e Asbestos cement pipe shall comply with A.S.T.M. Designation C428, Specifications for non-pressure set:*-r ripe. Class 3301) shall be used unless designated otherwise. As the pipe rrives on the job, the Contractor shall furnish the _wner with a certified statement frcm the manufacturer stating that all required A.S.T.M, tests had been made and giving the results of these testis. The maximum lerath of each pipe section shall not exceed 13 ft. ThF minimum length shall be 10 ft. except for the shorter lengths needed for connections. The couplings shall be of the same material as the pipe .znd at, least as strong as the pipe. Pipe shall be tested ir accord-ice with A.S.T M. Designation C500. The rubber rings for sealing the joints of the asbestos teal._ L pipe shall comply with A.S.T.M. Deaignation D1869 for sewer service Red shall be manufactured by the supplier of the pipe. 7.2.1.3 Concrete Sewer Pipe i I Concrete sewer pipe shall he extra-strength non-rein;orced pipe conformin[ to A.S.T.M. C-14, latest reviviOn. The pipe shall be designed for use w ``r. an "0" ring type gasket. Joints shall be of the round rubber gasket type, with a concrete bell and concrete spigot integrally cast ith the pipe. Except where otherwise note the joint and joint materiel shall c. •fore to A.S.T.M. t;443. 7.2.2 Tees and Wves Unless otherwise directed, all tees and woes shall be of the same material as the joining sewer pipe and all joints and other parts of the tee or wye shall be at least as strong ss a regular pipe section. Field fabricated tees and wyes :rill not be aceeptable. All branches shall be 6" diameter. t 7 i i Se_tion 7 (Cont'd.) 7.2.3 ManholeF, .2.3.1 Manhole Base Manhole bases may be eithe7 "cast In place" or precast but in either case they shall be made from 3000 psi concrete. The channels through the base shall be true to line and grade and the depth shall equal the sewer pipe diameter. The channel shall be hand finished with grout to insure a smooth surface with no rough spots to cause solids to collect. All voids arouns the pipe entering or leaving the manhole shall be packed with grout to prevent infiltration. All pipe entering or leaving the to nhole shalt. have a joint within 6" to 12" of the barrel to provide flee 4 ibility to the pipe 1_ne. These joints shall be standard pipe joints. Substitute joining materials such as Calder couplings are not acc•:p:.able. The finished floor of the manhole si:al.l have a 4" 31ope from the channel to the wall of the manhole. This slope section shall be added after the wall of the manhole ss in place. 7.2.3.2 Manhole Barrels Manhole barrels (and cuies:• shall be case in place or precast and shall t made from 30001 concrete. The barrel shall be 4' J" diam ter with a _^4"diameter eccentric cone. precast sections shall be of design and mantfacture subject to appiaval of the Engineer. No more than 16 inches or less than 8" of brick work wi'.1 be allowed at tha top of the manhole to bring the manoole covers to grace. A'._ such brigs shall be laid with full aortar joints and completely plasteted on the inside and outside to a mic -mum cover of 3A inch to prevent infiltration. Grout for joint and ptast:r�ng shall be composed of one part. portlana c-ment, two pa is structural grade sand and only enough water for wockabilit.v . Grout which has taken its initial set shall not be re-worked but shall be discarded. All jo'_nts in precast manhole barrel sections shall be completely filled with mortar and on the outside of the manhole, n mortar col'ar shu be applied over the joint and extender. to 3" above and below the joint. The a liar shall be 314" trick at the joint line and taper to a feather edge:. Masonry units or brick shall be laid up in full unfur.uved mortar joints to provide complete filling of all horizontal and vertical joints. The inside of the manhole shall be made to conform to the shape and dimensions as detailed, with reasonably even surfaces and with joints scraped or wiped flush. The i ide and outside of al' mason-v zanholes shall be plaster coated with mortar not less than 3/4" thick. Ladde rungs shell be in accordance with standard details. 1.2.3.3 Manhole Steps_ Manhole steps shall b.: cast in place and shall be 3/4" galvanized steel safety steps and have 14" treads. Steps shall he 12 inches on centers. A galvanized ladder with projected leg_ ;routed into the base may be used in lieu of i ;aividual safety steps on all 54" diameter bases. 7.2.3.4 Manhole Frames and covers Manhol ramps and covers shall. be of cast _ran, having 24" clear openings and be capable of thstanding a 30,000 lb. concentrated load. Lovers shall have one V vent hole and an embossed non-skid pattern incorporating the •ord "SEWER" in i 7.2 Section 7 (Cont'd.) the pattern. Contact surfaces of the fr, -es and covers shall be smooth finished to a common plane to prevent rocking. Frames and covers shall be set flueb with t.ie street surface except where noted otherwise. 1.2.4 Piping 3edding 7.2.4.1 Sand Bedding Material San oedding material shall consist of clean coarse sand and may be used as pipe bedding material whenever dry trench conditions exist or when directed by the Engineer. 7.2.4.2 Pea Gravel Bedding Material i Pipe ;ravel bedding material shall he washed pea gravel conforming to the 1� following graaa ,on limite: Size Per Cent Passing by Weight 3/B 100 04 40 to 100 420 0 to 20 #100 0 7.2.5 Roadway Ballast Material This ballast course is naturally o..curring material having acte-istirs su_h that when compacted in place on the roadway it will have a gr.. .ar Support- ing value than the settled backfill. The ballast shell be free from various types of wood waste or o..her extraneous or objectionable material. It shall have such characteristics that it will compact readily and have sufficient fines to fill the voids. It shall be well graded from coarse to fine and be of a sand and gravel mixture. The trench arrival characteristics shall essentially be as follows: a. Maximum size 3" b. Passing 1/4" bieve 252 c. Passing 200 sieve 5% Before any pit run roadway ballast is used on the job, the Contractor shall arrange to lave the Field Engineer inspect, sample sne approve the source of material. The material then furnished sha" essentially be the same as that approved. 7.2.6 Crushed Rock Material Crushed rock shall be manufactured from ledge rock, talcs or gravel. The materials shall b- uniform in quality and substantially f -ee m wood, rots, l bark and other extraneous material mud shall meet the follow •equiremeuts and comply with State Standard Specifications: i 7.3 a y 3e c. on 7 (Con['d.) F,.rcentage Pawing Sieve Designation 1-1/4" Minus 5/8" ML 3C Passing 1-1/4" Square Opening 100 Passing 5/8" Square Openit.g 50 to 80 100 Passing 1/4" Square Opening 30 to 50 50 to 65 Passing U. S. No. 40 3 to 18 5 to 23 Parsing U. S. No. 200 •-Wet Sieving 7.5 Max. 10. May. Ml:.eral aggregates when separated on 1/4", 3/8", 3/4" and 1" square opening screens shall contain in each siz., including material passing 1/4", not less than sevent;-five (75) per cen= by weight of particles with at least one fractured face produced by mechanical crushing. i 7.2.7 Asphaltic Concrete S�:reet Surfacing, Asphalt Class "B" ehall comply with State StandaiJ Specifications for material, mixing and placing. The asphalt shall be 85-100 penetration. 7.3 CONSIRUCTION - I t� i '.3.1 Sequence of Work 7.3.1.1 Connection to Exiati ¢ Momhole t' Construction shall begin at existing manhole No. 30 at Glencoe and S. E. t 106th Street. When opening the holi for the new pipe, the Contractor shall take suitable precautions to prevent debris from falling into the existing sewer. The Contractor shall shape the manhole bottom to provide .a smooth channel for the new pipe. The L...mf_cti. .i shall be essentially as shown on the Standard Manhole Details in the plans. 7.3.2 Excavation 7.3.2.1 General In all case<,, trenches must be sufficient width to pera.it: proper jointing of the pipe and backfilling of material along the a' ,a of the pipe Trench width at the surface of the ground shalt be kept to the tdnimum scour' neceasat to install the pipe in a sale manner using boxes, shoring, sheeting v. ether n .49 that may be necessary. The maximum allowable trench width at grou;id eurface shall 7.4 Section 7 (Cent'd). e 9 ft. All widths greater tha7i 9 ft. shall be restored at the Contra(­r's :pense. All material excavated from trenches and piled adjacent to the trench or in a roadway or public thoroughfare, shall- be piled and maint ed so that the toe of the slope or the material is at least two (2) feet ftvm t :- edge of the trench. It s}:all be plied in surh manner as will cause a minimum of inconvenience to publ .c travel. Free access shall be provided to al: fire hydrants, water values and reters and clearance shall be left to enable free flo.f of storm water in all conduits and natural water cotrsrs. Only sand and gravel excavate(. material will be used for backfill material In all street areas. All other material unsuitable for compaction, with a vibratory roller or other mechanical competitors, will be removed from the site and disposed of by the Contractor. 7.3.2.2 Excavation Ahead Completed trench shall be kept not less than thirty (30) feet nor more than 150 feet ahead of the pipe layers. 7.:.2.3 Asphalt Paveme.,t Cuts All cuts in asphalt pavement for trench opening shall be made at least ,;ix ! (6) inches wider on each side than the width of the trench at the top. Top width of trench sha'l be kept at a ain;rum. A power type pavement breaker shall be used. At the time of permanent street surfacing restoration the existing pavement ahall be cut in a neat straight line. All damaged or undermined pavement shall be removed. A sharp pr-ier cutting tool shall he used, 7.3.2.4 Excavation Widths The trench at the bottom and up to a point level with the top of the pipe shall be not less than the outside diameter of the pipe plus 12 inches nor more titan one and one-half times the nominal diameter of the pipe plus 18 inches. The top width of the trench shall 'De kept at a practical minimum. Where necessary, the sides of the trench shall be braced and made secure by us,rg either open or j closed sheathing. 4 7.3.2.5 1. Excavation If rock is excavated, it shall be removed to a depth of six (tit in< 5.. - below the bottom of the bell and the trench refilled with sand of washes gtavei and well tamped. Boulders or broken rock less than 1/3 cu.yd. in volume will `` not be classified as rock, r .r will so-tailed "hard pan" or cemented gravel, i even though it say be advantageous to use explosives in its removal. The cubic yards of solid ro .h excavated shall be measured on th- basis of a trench width i.5 i i i MIL 1 Section 7 (Cont'd) width at the top apd bottom through rock equal to the outside dii,mete: ci the pipe plus one (1) foot. Where trench excavation consists of part overburden and part rock, only that portion which is rock shall be computed under the unit price bid for rock. When blasting is resorted to, it shall be carried on in accordance with local, county and state requirements governing this class of work. All neces- sary nrecautionrs shall be taken for the protection of the work persons or proper.y. The Contractor shall be held responsible for airy accidents or dam,ges resulting from blasting iperations. 7.3.3 Placing Bedding Mat..rial After the bottom of the trench has been excavated to the proper depth and grade and the bottom is brought to a reasonrbly flat face and iewatered, the bedding material shall be evenly placed to a minimum t,,iekneos 4 4". At the Field Engineer's cption in unstable conditions the depth of the bedding material may be increased or the Engineer may decide to use ' oth types of bedding material in excess of tl . original 4". In all cases the bedding material shall be placed before any pipe is laid. The pipe bedding material shall be played in thx trench without causing any excavated materiel to slide into the trench or my ca:e-in of the trench walls. The pipe bedding material shall be p:-aced to the da,,th specified by the Field Engineer, compacted and shaped to exact grade. The bedding material shall be shaped to the barrel and bell of the .ipe to insure continuous firm bedding for the full length of the pope and shall extend I" above the bottom of the pipe. i i After the pipe is correctly placed, lidding material shall be placed arr,uud the aides of the pipe and over the top to a depth of c inches over the top of the pipe. Care shall be taken iu the placement of this naterial to avoid lisp t ce.ent of -he pipe from correct grade and alignment. Any pipe bedding material required due to unauthoriz,1 over-excavation shall be furnished and paid for by the Contractor. Any pipe bedding material that becomes •,nsuitable due to mixture with trench side material or excavated material, shall be removed and replaced at the Contractor's expense. 7.3.4 Align at and Grade 7.3.4.1 Ground profiles refer to the center line ground a vation of street or alley. The Engineer rill set an off-set line of hubs at 50 ft. interval.. (unless closer spacing is necessary) , parallel to and at a uniform distance from the line of the sewer. Cuts from these hubs to the invert of the rzwer line will he fur- nishe, to -he Contractor. The Contractor shall maintain a grade and alignment chalk line through three of these hubs at all times during excavation anti placing of pipe. The grade line shall be stretched tight to eliminate any sag and shall be placed parallel with and a known height above the invert of the pine. Any pipe installed and deviating in excess ci` 1/2' from established aldane nt shall be cause for rejection. 7.6 i Section 7 (Cont'd) 7.3.4.2 Grade and Line may of nece.,:.ity be changed by the Engineer in the field due to various factors unknown at the time of design. If trench depths ar. decreased due to unforeseen conditions, no deductions in unit prices will be asked. If trench depts are ordered increased, -o increases in unit prices will be allowed ntil the excess excavation calculates _o be in excess of 1 foot additional depth, between the manholes on each end of the chanpe, then extra work will be negotiated. Excavation required for pipe bedding material is not applicable. 7.3.4.3 Bench marks, base lines line and grade hubs, and other reference and construction points, as originally established by the Owner, shall thereafter be mi- stained by the Contractor who shall be responsihle for keeping their accuracy and shall pay to the Owner all costs of re-establishing them if they are e-'.aturbed by the Contractor. The Contractor a',all notify the Engineer in writing at least to days in advance of the time he wi` ; -ommence work or any part cf the construction regal i ing surveys furnished b, - ,c *-,net. The Contractor shal. . ro,,jdc reasonable and necessary opportunities and facilities for setting pt,�-, , sne, making measurements during construction. He shall not proceed untie he has made request to the Engineer for and has received from him suco points as may be necessary as the work progresses. The construction work shall be done in strict conormance with such points. I 7.3.5 Laying and .lointir. Sewer Pipe 7.3.5.1 General After the pipe bedding has been properly placed so as to give the pipe { firm and uniform support, the ripe is ready to be plc �ed and jo+-ntd ra the trench. Pine layed along the read for installation shall not obstruct drives, -walk-- or streets or be a traffic hazard. 7.3.5.2 Laying All sewers shall be laid true to line and grade and all water shall be removed from the trench during laving and joining. Bell and spigot pipe shall be laid with the hells up..ade. The pipe shall be kept thoroughly clean so that joining gaskets will seat properly. each layed length o. pipe shall be thoroughly swabbed to emove all foreign material bef re the next 1.pgth is layed. 7.3.5.3 Watertightness It is a major requirement of this contract t.,at .cl sewer lines be built watertight, at least to the degree specified under "Testing' , elsewhere herein, and that they be built properly to at.cy watertight. Therefore, it shall be tl;e Con-ractor's resl,onsiblity to see that all joints are made in a wanner calculated to insure the results specified. %7 x Q v AIL Section i ont'd) 7.3.5.4 Jointing Materials of approved type shall be installed in strict accorcance with their manufacturers specifications. 7.3.5.5 Dewar •ang Pipe trenches and excavation .-or manholes shall be :ceps free from water during pipe laying, Jointing and manhole base constructiu, by whatever reans necessary. 7.3.6 Manhol6 Foundation and Backfill The manhole base shall rest an a 4" thick .layer of pipe bedding material and this material shall exteni 12" beyond the outside edge of the base. The bedding material shall *e placed on undisturbed soil. Any unauthorized disturbance of soil foundation due to cou'roctor`s work or unauthorizec over-excavation requir- ing additional bedding material s!,all be at the Contrac_or's expense. The bedding material shall be so placed, co var.ted and leveled to Ulnish grade that wh?n the base is placed tl.ere shall ::c firm bearing throughout tle base of the manhole and no blocking or wedging will be requires. Upon completica cf the manhole construction, the Contractor shall proceed with .:he Backfill. Backfill, compaction, and roadway ballast requirements around the manhole will be the same as for pipe trenches. All requirements specified fcr the trenches shall also app.y to the manholis. 7.3.7 Backfill After the sewer pipe has been installed, alignmen and gcadc checked and the inside checked for possible obstructions, the trench is readv for the initial backfill. 7.3.7.1 Initial Backfill The Contractor shall hand backfill using selected za.:erial up to an elevation 6" above the crown of the pipe taking care that the backfill is in contact with the entire periphery of the pipe. The material used for the initial backfill shall be pipe bedding material as previously specified. Extreme care shall he taken In the placing and compac�ion so that the pipe is not displaced. tuiy misalignment of the pipe or other d,,mage shall be repaired at the Contractor's expense. Compaction shall be by hand and in a manner and degree to be arvcoved by the Engineer. After initial backfill and compaction the treneb is ready for the ¢eneral backfill and testing. 7.3.7.2 General Backfill After placing of initial backfill backfill placing, and compaction +hall continue. Street crossings and inter .ctious shall be completed in :me day. All other trenches shall not remain open longer than four (4) days without the Engineer's approval. In all street areas backfill matec.al shall consisc of excavate.: sand and gravel material. A11 other material shall be removed from the site and 7.8 y MOLILOML - - - Section 7 (Cont'd) replaced with suitable pit run mater;ai. The general backfill shall be placed in 10" lifts. On easement line the excavated material may be used for backfill and at Contractcr's option water jet settling vsa� 1-e used. 7.3. 7.3 Genera". Backfill Compactioc The backfill in all t:renchea and at manholes in the street area shall be compacted with a vibratory roller or other suitable compactors an that the compacted i material reaches 90% of maxisrwt dens-.ty as determined by Section 11-3.1315 State of Washington Standard Specifications. The backfill and compaction shall be done in 10" lifts. Backfili material which contains 'less moisture than required for proper compaction with the compaction equipment being used shall be watered in the amounts ordered by the Engineer. i r At the Contractor's option Hater jet settling may be used on the easement line. The type of jzt, nozzle, Soee size, water pressures and flow must be of a size amd capacity to properly saturate and settle the backfilled material without damage to the installation or to pubiit or private property. The jet nozzle shall iot extend closed than 12" from the piFe. Care shall be taken not to disturb the initial backfill, pipe or its bedding. Spacing between jet points must be -efficiently close to obtain the full ane complece compaction ceaired. The settled trench shall be fil.lyd with excavated material to a level condition with adjacent grjund surface, and all excess material removed from job site. 7.3.7.4 Clean-up and Repair The Contractor shall maintain his operation in a neat ant crderly manner caus'ng as ,ittle inconvenience as possible. With+ ' working days from the time the trench was opened all roadside ditches, culvert: cc., shall be repaired and surf ces thoroughly cleaned. All excess excavation shall be removed frw. the trench sides and disposed of at the Contractor's expense. The work area shall then be thoroughly cleaned. 7.3.8 Cleaning of ,ewer Lines All sewer lines shall be clear. at the time of lamp.ng. Care shawl be taken during -onstruction to present sand, gravel, and other foreign material from enterint; the sewer. if cleaning is necessary, it shall be done by balling, flushing or any crher acceptable method. Where the new sewer connects to the existing manhole, the Contractor shall provide a screen to prevent the material being flushed from the newly constructed line from going into the existing sewer. A11 foreign material collected at the screen shall be removed from the site. The temporary screen installation shah be appreved by the Engineer in the field. Any t run of pine which has foreign material remaining after cleaning shall be recleaned by the Contractor to the satisfaction of the Engineer. If sand and gravel or other foreign material is allowed to enter the manhole at any time after the lines have been cleaned and before completion of the project, then the lines and manholes shaF be recleaned to remove all foreign material. 7.9 it w Section 7 (Coni 'd). 7.4 TESTING 7.4.1 Gener : All sewers and manholes stall be tested in the m.mner described here!n and shall meet these tests before th-y will be accepted. Any run of sewer or manhole exceeding the allowable exfiltatiou shall be : aject4d. TSe Contractor shall locate the leak, expose the pipe and correct the faulty installation or faulty material. The r.e of sealance will not be acceptable All correction cosis shall be the res,,onsibility of the Cont-actor incl•ding replacement of pit run material and all necessary recompaction or other ex;ensp involved. i The testing shall be done Immediately following the compaction and within 10 days from the time the sewer trenr_n was ap .led. Whenever the ground water table is high enough to interfere with an ac urate exfiltation test, the:, the Field Engineer shall have the Contractor test the lines with an infiltratfon test. At .ny time during the constriction period if there Is any evidence to indicate er^ess 4nfiltration or defect it any run of pipe, then the run shall he zejec nd the Contractor shall correct said leakage or defect at no expense . -ne Gwner. 7.4.2 Exfiltratfon Test Gravity Lines After all visible defects have been corrected and before any lines are accented they shall be tested from manhole to manhole, including manholes. The sewer main shall be plugged at the downstream manhola. Then. the pipe shall be filled with water. A minimum head of 6 feet above the invert -t the upper manhole will be required for testing. The required internal pressure head shall be maintained for a period of not -ess than one (1) hour. The allowable leakage for the different types of gravity sewer pipe per 100 ft. of length shall not exceed the following: 1 Concrete Sewer Pipe j.2 gal/hr. Asbestos Cement ripe u.d gal/hr An extra 1.5 G.P.H. will be a:lowed in addition to the amount shown above when a ranhole is tested with the rua of pipe. No extra leakage will be a'lowed when standpipe is used for tes.ic3. The Contractor may fill the lines with wate and let hem soak prior to testing. When manholes are filler with, wat- art the test on the sever line, e Engineer wi'. mark the water level -inning of the test and shall t again mark tte level at the end of th, wr'ume between the two marks shall be considered as the leakage durin iod. No water will be O t 7.10 Section 7 (Cont'd ) added during the rest period. The ariount of leakage may be computed by measuring the drop in water level or the manhole may be refilled to the starti)ig water mark and the make up watee accurately measured by a suitable measuring method. At i*.termediate points of testing where a standpipe is used, the Contractor shall provide a ttansoarent water level indicator (sight glass) on the outside Of the standpipe so that the water levels can be easily read. The standpipe shall be sipported in a way not to damage the sewer line. !fake up water shall be added to maintain the water level at a minimum of 6 ft. of head. A suitable measur- ing method shall be provided to uccutately measure the added make up water. The Cor,tractor will not be allowed to use a standpipe for testing in any loeatici j where a manhole is available. It shall be the Contractor'-: sole responsibility to lee that all plugs are sufficiently braced to withstand the irternal pressure and •;hall furnls?t all necessary equipment and material for test tug including a mezna of m1m:e_tical y measuring the water necresary tr maintain the testing head. 7.4.3 Air Testing At the Concractor's opt,-�a the pipe lines may be tested with air pressure. All manooles shall be submitted to a water exfiltration test. 7. ', ..1 Constant Pressure Test Asbestos cement pipe gravity lines shall be tested with :'our and 1/2 (4-1/2) pounds air pressure. The pressure shall hold or a five (5) minute pe':iod. Failure tc maintain c constant pressure for this period fof time would indicato a leak in the pipe line. 7.4.3.2 Time Pressure Drop Method Concrete pipe and vitrified clay pipe shall be tested by alt—ine air until the internal air press% a is raised to 4.0 psi. This pressure shall be held for a minimum 2 minute period by adding air The air supply shall then be disconueetel. When the pressure drops to 3.5 psi the stop watch shall be etarted to determine the time in aeconda required for the internal pressure to reEch 2.5 psi. This time interval shall then Se compared with the computed time interval using the numograph. The Contractor will be aupplfed with a copy of the nomograph and test proeelure. E 1.5 I.AMPING AND FINAL INSPECTION { &^fore the system will be accepted ty the Owner and niter all work is 11 completed and the Contractor has sfaeifically checked a, manholes and linos fo.c unfinished work then he may ask for a final inspectian and limping of the lines. Any failure in the lines, misalignment, or the presence of proLlem causing foreign material shall be corrected by the. Contractor. The limping shall be done by utair.g 7.?1 MO Szctica 7 (�,ont'd.) a bright portable light at one manhole and viewing the inside of the pipe from another manhole. The Contractor shall furnish an employee to assist in this final inspection and lamping. 7.6 STREET RESTORATION 7.6.1 General The street surfacing shall be restored to its origir.al condition as nearly as possible. All street surfacing damaged beyond the maximum allowable trench width of 9 ft. shall be restored at the Contractor' s expense. All excess material shall be removed. Any damaged concrete walk, curb and gutter, or driveway shell be. restored. All dirt and debris that accumulated from the Contractor's operations shall be removed frog the inlets, catch basins and connecting pipe lines. All :xench cuts shall ',e kept in a smooth condition throughout the length of the contract. Due to traffic and s.ttlement this require:rent will necessitate gaily maintenance. Any material entering the manholes from street resurfacing work shall he removed and if necessary the adjacent line refiushed to remove any material that may have entered the pipe lire. 7.6.2 Pit Run Sand and Gravei Pit run will be required in all trenches in the street areas whenever the existing excavated materials are not suitable as a base material. Th minimum oerth of ballast shall be 9". The Field Engineer shall determine where the excavated material is not suitable. tit run will .got b2 required on easements. The ballas�. shall be placed in 10" lifts in the compacted trench and around the manholas. Al roadway b.,11ast shall be moist and compacted, with a vibratory roller or other suitable compactors, until the material reaches 90% of mexi,.ur city. 7.6.3 Crushed Rock Surfacing Crushed rock surfacing will be re ired in the trend. ree^_ areas. On all asphalt surfaced streets, the Contractor shell place " ;th of 1-1/4" minus crushed rock it the full width of the trench section. It shall be evenly spread in a manner approved by the Engineer and compacted with the vibratory roller or by use of an 8 roller. The compacted surface shall be five (3) inches below street grade, ;w, r2) inches of 5/8" mirus cnushed rock shall be added, spread and shaped and compacted. On the gravel road between Manhole No 10 and Manhole No. 11. the Contract. shall place . `" depth of minus 1-1/4" crushed rock in the full width of the trench sec .-on. It shall be evenly sp• ead in a manacr apn owed by the t Engineer and compacted with ti - vibratory roller or an 8 ton roller. 7.6.4 Asphalt Concrete All asphalt street surfacing shall be restored. The limits of the restoration. shall include all damaged or undermined surfacing. Che edge ',f the existing asphalt shall be out in a vertical pane with all dirt and loose .Aterial removed. The edge of the asphalt shall be coateu with aC asphalt emulsion to insure a water tight bond with the new asphalt. Asphalt concrete glass B" complyirg with State Standard Specifications for material , mixing and placing, shall be sread as a leveli,.g course o :r the total trench area to a cx.pacted depth , i 2 `. The asphalt r 7.12 SAN-I SIERRA HEIGHTS SCHOOL 8-I34 2x 4 Y" Section 7 (Cont'd.) shall be compacted with a smooth wheeled tandem type roller with a minimum weight of 8 tons. Upon completion of the leveling course a second surface course of asplislt Class "B" shall be spread with u Barber Green spreader, or similar machine, to a compacted thickness of 1".. The asphalt shall be compacted with the 8 ton roller.. The edges of the compacted mat shall be flush with the existing asphalt. Asphalt shall not be placed during rainfall or before any immin^nt storm that might damage construction. The application of asphalt when the ground temperature is less than 50 degrees will not be allowed. s 7.6.5 Dust Control When the weather is dry and when, in the estimation of the Engineer, the dust becomes a nuisance the Contractor shall sprinkle water on surfaced streets twice a day in order to keep the dust dam. This sprinkling shall '>e maintained until the project is accepted. 7,6.6 Survey Monuments Existing monuments and property corner markers at the stre.:t intersections and in other locations on the project, shall be referenced by a registered land surveyor tit retained by the Contractor. It shall be the Contractor's responsibility to salvage the monuments and upon completion of the permanent street resurfacing, the Contractor shall have a registered land surveyor reset the montlmenta and any damaged or destroyed property corners . 7.6.7 Concrete Sidewalk All damaged concrete sidewalk shall be replaced with transit mix 3000 lb, concrete 5 sack mix. The thickness, width and finish shall match the existing walk The sub-base shall be compacted In 10" lifts and the backfill the same as in the street area 1/2" expansion joint material, striking and slope of sidewalk .shall be the same as existing walk.. Sidewalk damaged or cracked beyond 5 ft. from pipe center line shall be removed and replaced at the Contractor' s expense 7.6.8 Concrete Curb and Gutter All damaged concrete curb and gutter shall be replaced with transit mix I 3000 1b. concrete 5 sack mix. The new curb shall match the existing curb in size, t shape and finish and 1/2" expansion joint material shall be used. The sub-base shall be compacted in 10" lifts and the backfill shall be the same material as used in the street. Curb and gutter damaged beyond 5 ft. from pipe center line shall be removea and replaced at the Contractor' s expense, 7. CLEAN-UP I� As the work progresses, the Contractor shall mall:.cain his cperatioa in as II neat a manner as possible, and shall cause as little ii_,.onvenience at possible to property owners and the general public. After the work has been completed in each area, all excess material, debris and equipment shall be removed from the area, 7 13 1 I Section 7 (Cont'd.) the street restored and any other damaged improvement restored so that the area is left in the same condition as it was prior to the Contractor's activities. _f the Contractor fails to comply with the clean-up requirements within twenty-four (24) hours a4ter receiving written notice from the Field Engineer, others will be engaged to do such work and the total expense involved shall be withheld from the Contractor's payments. 7.8 ACCEPTANCE As the various sections of new main are installed they shall be completed and put into service and the road restored for the convenience of all concerned. Aowever, final acceptance of the project will not be made until the Contractor has completed the total project and ali tests, restoration, and clean-up have been performed to the satisfaction of the Engineer. 7 .9 MEASUREMENT AND PAYMENT 7.9. 1 Pipe Bid Item 1 or LA "'he unit price bid per lineal ft for pipe in place shall be full payment for all wo-k including labor anu materials, dewatering, testing, flushing, lamping, excavation (except solid rock), backfill, compaction, joint material, adapters, blocking and connections to existing futilities, water and street sprinkling. Pay measurements will be along the slope of pipe and shall be continuous through all fittings, service outlets and manholes. On the monthly estimate this item shall be broken into 3 parts. i 7.9.1.1 Cost of pipe to be paid on the first monthly estimate after the material is delivered to the job site. 7.9.1.2 Installation to be paid when the pipe has been satisfactorily installed which includes installation, backfill, compaction and testing 7.9.1.3 $0.50 a ft. for final clean-up will be geld until clean up is completely satisfactory, 7.9. 2 Tees 1 Bid Item 2 or 2A The unit price bid per each tee in place shall be full payment for all work, including labor and materials, required for the complete installation of each tee, including blocking, testing and pipe bedding. Payment will be .wade on the monthly estimate for each tee installed in place. No payment will be made for materials on the site. 7.14 a Section 7 (Cont'd.) 7 9.3 Standard Manholes Bid Item 3 The unit price bid for each manhole shall be full compensation for all work, labor and materials to construct a complete and ready to operate standard manhole having a depth of 6 ft. or less measured from manhole cover to invert, On the monthly estimate this item shall be in two parts. 7.9,3. 1 Cost of manhole to be paid on the first monthly estimate after tha material is delivered to the job site. 7 .9.3.2 Installation to be paid when the manhole is completely finished and LcbLeu. 7.9.4 Additional Depth of Manhole Bice Item 4 The unit price bid for this item shall be complete payment for all labor and material required to construct each vertical foot of height for manholes in excess of 6 feet deep measured from manhole to invert. Measurement for p.ryment shall be to the one-tenth portion of a foot. 7.9.5 Pice Beddin.&Material Bid Item 5 The unit price bid shall be full compensation for material in place and shall apply to either sand or pea gravel. Payment shall be based upon the cubic yards calculated from using I cu.ft, per lineal foot of pipe in place for a 4" depth of material. I' additional depths are required, the additional yardage would be calculated in proportion to the original 4" depth. If trench excavation is sand or pc,a gravel and is suitable for pipe bedding and the Contractor elects to use it, an amount equal to 1/2 the unit bid price for pipe bedding material will be paid t: the Contractor and shall be calculated at the rate of 1/2 cubic foot per lineal foot . 7.9.6 Pit Run Sand and Gravel Bid Item 6 The unit price bid for this item shall be f-Al compensation for pit run sand and gravel in place and shall include such expense as furnishing, delivering, ' placing, compacting, also disposing of all excess material. Payment shall be ` based upon the cubic yards of material in place based upon certified truck measure- ment turned In daily to the Field Engineer Tickets shall show cubic yards, date and truck num.ier This item may be reduced substantially if excavated material is suitable to be used as backfill material. The Contractor shall furnish excess pit run for all trench width in excess of 9 ft. 7.15 1 i W. Section 7 (Cont•d j 7.9.7 Crujhed Rock Bie Item 7 Piyment shall be by the cubic yard and shall be total payment for the material compacted into place based on weight if scales are available, otherwise truck measurement will be used, Either 5/8" minus of 1-1/4" trims crushed rock will be paid fo, t the same rate ;ruck tickets shall be turned in daily to the Field Engineer The tickets shall show either weight or cubic yards, date, and truck number - Any crushed rock require for street restoration in trench width exceeding 9 tt shall be furnistre by the Contractor. 7 9 8 &ispha t Concrete Class "B" Bid Item 8 Meaaureaxnt shall be by the souare yard in place for the 3" ccmi.acted mat. The unit price bid shall include the material, base shapi.,t; and preparation. placing and compacting and the adjusting of .any valve boxes or tanhole *(.very that. may be necessary. Any trench widths in excess of 9 ft , shall be the :nt;rracror' , responsibility for street surfacing restoration. 7 9 9 t.oneral It has been the intent to outline briefly how the quantity ter each oid iter will be determined and also the principal costs to be included No ef`.ort has F_••-- raadp tc restrict any costs from beinit included in the individual bid item;. nr t Itemize all costs that might be included. It shall be the Contractor's rehpore to include all costs for the completed project in the bid It=ems as listed. 1 7.16 I i _ 1 +!o ASA'+ s,c see �" _" ' �� A• �, b � rs� e9 'Al >. ! 4 �+ ' C D '. I • I FPj ! E '. AVE SE. - �t •� 1 .'+l MA .ca rer:O AR!' /'YYOXCr N ONLY Y I •r PN$TRtICt ♦ -.'rE: swan! '�,C•+ANNEL� ro T-er NEWw •.E 4� F S P+ TO !r P/P! , .•e, THIS DRAWING REDUCED ,� ? TO HALF SIZE I_ 4_ _- F"b• —y ` 'se C A R E Y K R A M E 0 JOHNSON- CAMGANELLA-MURAKAMI 9C0� SIERRA HEIGHTS SANITARY SEWER EXTENSION �+ I _ -1 �ONS'.ATiNG ENGUEERS ARCHITECTS CONSULTANTS PLANNERS I FOR EN'ON. WASMINGTON RENTON SCHOOL DISTRICT NO. 403 I I a SEr*'tF �+'r5�*NGTC+1 ' �WINE i 4' .' wur i•. � N ese I:ro14 n'I s•o aaee i� Em� s• Poa•s zN'�t•c ee+s � P a I , . e _ ee � C s n � � •!O 6 . .t ,e n •re rt iz ee xe rr II z1 <IN 150 t 410 9 exs'r s•o.eote a'tr. 4 430 it ze if 3. t/ F I t _ SIERRA HEIGHTS 4 ✓ • 7 ` ELEMENTARY SCHOOL r < - I ENO wONSTRUCT/ON U r" j _ C _—/o"EASGNL NT a � G tY y a9 � . � i •v cxr ..OTE WATER MA,l L0�ATIOMS f �••,_ � I nRE a.^PROirMATG dfLY :vn eif THIS DRAWING REDUCED - - - - - ' I I TO HALF SIZE C A R E Y x,„o K R A M E R I JCHNSON-CAMFANELLA-MURAKAM! B CO SIERRA HEIGH i> SANITAF Y�SE WER EXTENSION i7 — — -- ---- rt ,-- ---- CONSoJMW EN6INF[45 x4CNrTECT$ CONSULTANTS PLdNNE4! '^r�'^•^4N W l"If WAS„'NGTON 4E NTON, We SNINGTnN RENTON SCHOOL DISTRICT NO. 403 ! o 2 t - r- , 71 t -.. f _-t lr •.i n T• ?[ !l.� .n . to Yfe •e I THIS DRAWING REDUCED s TO HALF 512E _ — - -- S tiITARY 5E WER EXTENSION _G ----------- �— C A R E Y .•! K R A M E R JOHNSON- CIUPAKSLI-A 104MR lfAI 'ER HEIGHTS STANDARD DETAILS li 0 i 1 RA HE: aeca-tLTt ccrt� Roll r'i� 0 403 _. SANITARY -- - -- coesrnrn+G H+an[[!s l q�r Ja pMtw. RENTON SCHOOL DISTRICT N SFArrU A" GTo+ a : / J � ��, �, t__. � .._. TiS�ti__.—_—ri'3T:Z'�IiiiGl.:-•—T'3'�'O—iT'7sr;.�-.��—s•.":"l._."C���___._�, f ♦ _ � :.,�. i '. f r A i � . ' �. w !. C'.—y h,aS .Ps.f�ru�47iaNI �f'e��•a+ao�r�g /.�. 1� �.pG: 2. �, �y ha.Cals �C�vG •^�FrrZJ /P�sPonsl�4/� �o.r. /ts�.�,�,1 /8!1/L jJ /O� TNGi lGL.��2 ��a�is c7 .4N� MicF AC/�/G G �,ef 7p O�isi.v�C s . %.JGSt 04 Gi/•voL [sJ /� At e**?-C 7fi t if AK 0,A Y/ &, f /.,W vr i.� Mis- �� C7/•v4�NC'�f7MJ Ree-040. J. ion c„G/ c.1��+n+e,C,.� .•r'ort �Ns� Ti� � Cho ..—N��/ /�-9 da it;f�,Qc. I�P�.�.✓,•C- 6At7iZ4.'r. '/ Git/ 619iNf,CO/)e lCICR //So. � roe L,� I"/�+��o..> A 6.4 -a3ra 11*1r�.+....sf iJ rr ev aa'z sera /r My s 7 r36 Ct►ir,�p,ls�6!� l�inl7�a�� Qr,,•rr. i i RONNIE Rift. Aa,ociat°R C[CIL UFO[ WATER WORKS AND tEWEPAOR K[ITM t.GRIM MYOR O-ELECTRIC PROJECTS LYMAN A.NOYEt FISH V.rC N[RiER D"" °""" KRAMER, CHIN & MAYO NI•-'ORFACILITIES RO100 AND RRIOa°t consulting ngineers fc•merly CAREY and KRAMER 1917 FIRST AVENUE • SEATTLE,WASHINGTON,98101 MUTUAL 2.2939 January 6, 1969 City of Renton Engineering Department Renton, Washington S8055 Attn: Mr. Jack Wilson, City Engineer Re: Sierra Heights Sewer Extension Dear Mr. Wilson: Submitted herewith for your approval are two copies of the plans and specifications for Sierra Heights Sewer Extension. Also included are three executed copies of each of the two easements necessary for this project. Sincerely yours, KRAMER, CHIN 6 MAYO Robert B. Tollefson RBT:pr Enc. r cc: Johnston, Campanella, Murakami, 6 Assco. `� p i RENTON SCHOOL DISTRICT NO. 403 .'- - 41h Avenue North RENTON, WASHINGTON 9805$ Dacemi••_r I , '.967 Mr. Jack Wilsor City Engineer City of Penton Renton, Washington 93055 Re: Water Supply and Sanitary Facilities for Proposed Sierra Heights Elementary School Dear Mr. Wilson: The Renton School District No. 403 would appreciate a letter from the City of Renton stating that the City of Renton has an approved water supply aad public sewage system that are available to the proposed elemco- tary school site located on 132nd Avenue S. E. and S. E. 990 Street extender, King County, Washington. The legal description of the above mentioned property fo.l.,jvs: The south hali of the northeast quarter of the northest quarter of section 4, township 23 north, range 5 east, W.M., in Kin& County, Washington, EXCEPT that portion therec, lyiay within the south 1320 feet of the east half of the northeast quarter . f said section Z. , and EXCEPT County Roals, and the east 400 feet of that portion of the northeast quarter of the northeast quarter of section 4, to%mship 23 north, range 5 east, W. M., in King County, Washington, lyin;; ; within the south 1320 feet of the east half of the northeast ({ quarter of sata section; EXCEPT the east 30 feet thereof for road. An early reply will be appreciated. Many thanks to the Engineering Departneat for their fine co-operation in o.ir building program. Your vary truly, : Rud ph U. Seppi Director of Plant Facilities RHS:js cc: Johnston-Campanel'.a-Muras:.mi 6 Co. livyor Custer a December 6. 1967 Rudolph H. Seppi Director- of Plant Facilities Renton School District OL03 1525 Lth Avenue North Reston, Washington 98055 i Res Water Supply and knitary Facilities for .7imsix"d °Uz"rra Heights F.lemsntnry School Dear Sir% rhers is an existi.nf 8" ,,_terline in 132od Avenue 3e.'. on the tusterly maryin of the propcese' 3lerra heights Elementary 3ahoel Bite which will give you adequate service. There is a 80 sanitary savor stub apprwdnately 150 .eat north of Sunset Boulevard 'Seat on lMnd Avenue 5.:. This line can be extended north to serve the school site. The costs of this Lim will be the School Districts reepossibility and the City will want to review the plans before conatmation begins. If the School District wants a Late Comers Agro%mam an this line the sgreeownt west ba signed before any construction may begin. Siva» this line will be in the coumy and our policy is not to serve arse■ outside the City :units you should make a request to the City C xmil for this ser,rice, You should be avers that the Mercer Island Pipe in in 132nd Avenue S.E. as the west side and in a ronstroction problem, which should be cheehed by your Engineer. Very truly yours, Richard Ho ghten Office Maginser RHsmo �RENTON SCHOOL DISTRICT NO. 403 A f,. A!:\TOY, WASHINGTON 98CSj 11 December 1967 1 t 111,N The honorable Donald Custer Mayor of Renton and The City Council City Hall Renton, Washington 93055 Gentlemen: The Renton School District is requesting approval from the City of Renton that the proposed Sierra heights Elenentary Schoul that will be located at 132nd Avenue S.E. and S.E. 99th Street extended, I:ing County, be served by the sanitary sewer system of the City of Renton. The costs of this sewer line will be the School District's responsibility with the City Engineer' s office reviewing and approving the plans before construction begins. The Sc'zool District also requests a Late Comers' Agreement on this line. At the uresent time, the District has a Late Comers' Agreement with the City for the Honey Dew Elementary School, F - 3 Nelsen Junior High and Oliver Hazen High School. Many thanks for your cooperation in this matter. Very truly yours, �,V-4vt—I- Ru olph H, Seppi Director of Plant Facilities RHS:dh cc: Johnston, Campanella, Murakami & Co. City Engineer' s Off?.ce Dr. Hobbs Mr. Johnson '�`�.- P i1}N fiaH[ WATER WORKS ANU SEWERAGE E[CIL L.FOX HYDR O [L[CTR'L PROJECTS R[ITH a.GRIM LYMAN A.NOTES FISH HATCHERIES JOHN [.SMITH K RAM E R, CHIN & M AYO HARBOR FACILITIES ROAD[AND BRIDGES Collsilltinq V tlgixeers formerly CARFY and KRAMER 1917 F1A)T AnNCE S[ATTL[,WAMUNGTON,98101 MUTti. 2-2939 December 2, 1968 c I Johnston[ Campanella, Hurakami and Co. 805 Riverside Drive North \ Fenton, Washington Attention: Terry Hurakami Re: Sierra t+et�hts Sewer Dear Terra: We have prepared a more detailed estimate of the construction cost of the sew -r for Sierra Heights Elementary School. This current estimate indicates a construction cost of $58,485 or approximately $21,000 higher than the rough estimate given to you last Hay. The increased .estimated cost is due primarily to dra^cically increased construction costs this past summer and more detailed information available for preparing the estimate. In making the first estimate, the necessity for providing pit run backfill for the trench in roadway areas was not initially considered. Recent, more stringent County road repair requirement would indicate an advisability in providing for the replacement of excavated material with pit run roadway l ballast. This represents an estimated cost of $7,000, a figure which may be reduced depending upon the nature of the soil encountered in the trench. Inereaaed construction costs have resulted in an estimated increase of $10,000 for pipe installation. Depending upon the bids received, this could i be decreased somewhat. Construction costs have also increased the pavement T repair estimate by $2900. This figure is unlikely to be reduced any in the bids sl received. We feal that the current detailed estimate represents the best estimate possible for this job. It is possible that the project may be bid as low as $50,000, however, at this point it is inadvisable to consider a likely bid of anything less than $58,485 as indicated. Because of the late comers agreement with the City of Renton, it would appear likely that the school District could recover as much as 50 to 60 -eecent 0AA N��yF9 ��: e , Johnston, Caiapanell.a, Murakami and Co. December 2, 1968 Page 62 of the construction cost. This then would result in a direct cost to the school of $23,000 to $30,000. V, ry truly yours, y,pAMER, CHIN & MAYO r RBT/ab Robert B. Tollefson Encl. F I 1 r SIERRA HEIGHTS SEWS<t s COST ESTIMATE Quantity Description Unit Price F Total Price i 1. 3092 L.F. 8" A.C. Sewer Pipe $ 10.00 Y Class 3300 $ 30,920. 2. 33 Each 8"W' A.C. Tee 10.00 330. 3. 12 Each Standard Manholes 6' deep or less 310 3,720. 4. 57 V.F. Add for Each Additional Ft. of M.N. depth over 6 Ft, 25.00 1,425, 5. 450 C.Y. Pipe Bedding Material in place 5.00 2,250, 6. 2500 C.Y. Pit Run Sand and Gravel in place 2.80 70000. 7. 400 C.Y. Crushed Rock, in place 6.00 2 ,400. 8. 2320 S.Y. Asphalt Surfacing C1. 3" Conq acted Mat 4.50 10,440. Construction Coat $ 581485. R� a i p f Sierra Heights Sewer Meeting 1:30 P.M. September 20, 1968 Johnston, Campanella, Murakami and Company Attending: Jack Wilson - Renton City Engineer Rudy Seppi - Renton School Board James I. Metcalf - Board Member - James I. Metcalf Co. John Morrow - Property Owner Robert B. Tollefson - Carey and Kramer Meeting set up to discuss sewer alignment and to obtain assurances from Renton that abuting property could connect. Jack Wilson indicate3 that School District has late comers agreement which provide for reimburse- ment to school for cost of sewer as adjacent property pays to hook up. Mr. Metcalf objected to alignment as set up in the easement. Both he and Mr. Morrow indicated that they would be agreeable to easements - along the easterly and southerly sides of tract. Mr. Morrow indicated that there presently was a 10 ft. easement along the east side of his property for drainage. Tollefson was to check into this matter. If easement exists, then only construction easement would be required from Morrow. New easements will be sent to Metcalf and Morrow earlier in week of September 23 for their signatures. J-0 CA s 4A I 1 . 1 ` r 1 I i 1 1� r i 9entnn Sell-01 r1striut go. 403 Yanten, tashlnston i miss A'e:aie Nelson City Clerk City of FeatUn tastes, wasbiagton •-v - 'arty Sower Servioo for pro'eeed Sierre %sights Sleaantaiy Sake*! Deep $Lee kolson: Please refer to ey letter dated VoaawL•r 11, 10fl to she City Council requesting approval of sanitary **me- service for the ahavo seatiosef school. It v403.0 `•• i'%^*#43are' 40 -rbn aaal. sierra Self' . next City r., III■ Phone 255-1476 MEMO 31F MZR OU�IA I UR, Johnston-Campanella-Murakami & Co. ArchiteAs Consultants Manners °"" -- - 8 30 Riverside Dr. No. July 2, 1968 67-7 ENTON, WASHINGTON 116 Sierra Heights c I To Mr. Burt McHenry -- Csats ant rt-y-Engineer City --- Renton, Washington 98055 GENTLEMEN: WE ARE SENDING YOU X Attached Under separat, ,-,ver , i the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications --- p9 Copy of letter ❑ Change order ❑_ COPIES DATE NO. , DESCRIPTION rIi THESE ARE TRANSMITTED as checked below: ❑ For approval 7Approved as submitted Resubmit____..copies for approval E] For your use ( Approved as noted -1 Submit.——.copies for .listribution L7 As requested Ci Returned for corrections tturn__corrected prints 0 For review and comment n FOR BIDS DUE __ __19_ _ __ C' PRINTS RETURNED AFTER LOAN TO US t.f:MARKS_ . copy of letter to Jack Wllson�City Engineer from Carey-and Kramer regarding ____ Sierra Heights Elementorychy41_$yDity[y Sewer COPY TO-__ _.__.____,. SIGNED: Terry T. Murakami II en<iortvH en not es noNA, bnelY notnY w e!epee. rwr-a"wre�.re..r rr.r. won n,F.INyFP , NMR110N W YRAMIP W ATFR WORK[AND[[W[RAa[ •RR O CNIN RONALD D MA.O NIDRO [L[CTRIC "OJ[CT[ IIfN "ATCN[RIO ARC IL C A R E Y A N n K R A M E R 1•P•OR IAGILITI[. C[CIL LL 10•L. wO.D[ ANO 9RIDo[[ L R[ITM [ ORIMA" A NOY 1 IMU C1 n n 5 u t 1 I it I' / MITH , Z,tt. Illeel's 191, FIRST AVFNUR SFAT 'F,WASHINGTON,98101 MUTmv. 2-'919 June 13. 1%8 City of Renton City Ball Renton, Washington LcaatLOl_: .sA , >..Non, Lcy Engineer Rol `4ierra Fa hts Elementary School Sknita ewer Doar M. .Iilsont \ We have been retainrl lyy John on, Ca An la, M rakami and Cocpany, to design the sanitary liver exton ion for errs Heights Elementary School. In investigating possible iocati a, gkEoa veto considered. These were; 1. A coaticunt on 135th *vcmw S.B. north to S.E. 99th St. and vest to 1 ad Av" S.ti. 2. West on S.L. 06th Street and north om 132m Avenue S.E. to S.E. 99th Street. 3. Went on S.E. 106th Street, north on 132od S.S. vest an S.E. 102nd St. , north on 130th Avenue S.Z. and through the proposed pla. of Morrow Addition no. 2 to the scunol property. Preliminary cost estf.Dates for the three routes SJSlre respectively $31,800. $36.900 and $33,500. Tlats, the vast direct route is by far the moat costly. This is due to the excessive (22':t) cut requKrod. Acute fl, which to both the longest and least expensive, requires at least nine sasemsnta for the sewoc and, due to press of time, this route was elfminatoA from further consideration. no third route provides a compromise situation. no only easements required lie is the proposod Narrow Addition No. 2. In &=he"* for root% the sever through this proposed sec.tfon the owners have .smtatively agroad to grant the easasmmts "-A to participate in the construction seat :o the extent that- they are dirolctly beasfitod. In exchange 'however, these property owners would like sew assurease that the participation in construction costs would relieve the I fitod lots from future sower assessments and that the entire proposed plat would be allowed sower sesvics by she City of Renton. t City of Raaton June 13, 1968 page i2 Slace the proposed saver lins would be turned over t- the City of Reston, awh assurances would have to be proposed by the City. Accordingly, we would like to request that the City consider maklag the ueeossary assurames to the Property ovsaro involved. This would not result in a+.y direct eat to trio City end would be a more practical route fot both the sebeol and the City. Since the architects are currently workial, on the school destn mad that the ultimate sewer route will affect the mechanical layout for the school, we iould like to have an early answer with regard " this requasc. It you have any further yuestione, please call. Sincerely yours, CARE4 AKD KAAKSR RBT/ab Robert B. lollefsoo cc: Johnston, Caopknella, Murskeni and Company s 1 i CITY OF RENTON RECEIVED JUL 3 -1968 ENGINEERING UEPT• I J INVOICE 4 KING COUNTY WASHIIdGTON OFFICE OF COUNTY ENGINEER 400 KING GOUHtY COURTHOUSE 1 SEA fTLE.WAG H I NGTON TO City of Ronton City Hall 3onton, '.dashington Soft. 30, 1.7�i Pornit 1997-59 Sa cur _/ . 5-CO Pormit 20116-59 3ekler >--OC , iu.00 I i NOTE MAKE CHECKS PAYABLE TO KING COUNTY 111CASL'RER AND MAIL TO KING COUNTY ENGINECR, 1 400 KING COUNTY COURTHOUSE.SEATTLE W'ASHINGTON ' 1 I Awft- I I f DAILY CONSTRXTION REFORT SIERRA HEIGHTS SEWER EXTENSION RFNI'ON SCHOOL DISTRICT #403 Date: 6-19-69 Contrac`or: King Construction i Weather: Ovfrc,st Temperature: 70u F. I ricked u; samrles of `,/ " crushed, 17'• crushed, pea gr-vel bedding and pit. run sand and gr,•vel for backfill tnd delivered them to our laboratory for analysis. Materials are from Sagallie's Edwards pit. The major equipment that thF contractor has on hand is a Caternillar 950 loader, a ;iopto H550 backhoe, an air compres=or +n cut the blacktop, and a Ford 740 backhoe with a Ho-Pac Model 8500vibratory compactor mounted on the hydraulic arm, and a smaller backhoe w 1ch 1 didn't ser. Work started at exlstinc rnnhoie #30. Concrete was chipped out and a smooth channel formed in the manhole. Pipe laying began at stout 10:30 A.M. The contractor r n into a gas line not. Shown on the plans whic'1 runs parallel to the trench- By Station 0+75 the gal tine was directly over the location of the sewer line. This required extra care In excavating, hand ricking of the ripe bed, greater excavation and larger quantities of backfill are more time pet lineal foot of pipe. The amount of extra time can be figured by comoarlson witi 'n unobstructed run of pipe of comparable depth. At 3:45, 150 feet of pipe had been laid. A 12" aluminum culvert wa- da^;.aged and removed at Station 1+65' , also an underground gas line at 1+58' . The pipe wis laid from 0+00 to +72 and backfilled to within 20 feet of the end of the pipe. T'ere has been no water in the ditcr today. ` There were 6 lords of pe •grsvel, 15 ]cads of pit run sand, I load of 1{" crushed and I load of 5/8" crushed delivered today. Resieent Engine �L/ _ Jan Anthony 1 t l i , n kA . . i r DAILY CONSTRUCTION REPORT SIERRA HEIGHTS SEWFR FkTENSIGN RENTCNd SCHOOL DISTRICT #403 Date: 6-20-69 Contractor: King Construction Weather: Overcast Temperature: 650 F. Diggi,,q hegan at 8:00 A.M. The 12" alul,inum culvert was repaired with a new section and two aieeves at the break. The gas line standpipe and an adjacent water line cover were also repaired. The drainage ditch at tie southwest corner of 132nd and N. E. 19th was backfilled and traffic detoured onto streets west of the project. The normal drainage was restored at the end of the day. Manholes91 B #2 and pine from Station 1 + 91 to 5 + 24 were laid. A line of sight from manhole #1 to manhole #9 ttrnugh the pipe is straicht and unobstructed '"anhnle #1 is completed and the cover set but manhole #2 is unfinished as yet. All ditches were back- tilled and comc*ct,4d bec>use of the weekend. Materials delivered today included 39 loads of pit run sand, 11 loads of pea gravel, 2 leads of 1-41" crushed and 5 'pads of 5/8" crushed. Resident Engineer: 7 'OrV if Jan '+nthony Jan Anthony 6-20-69 #30 to #1 1 + 72 1 4 91 P" C-i4 X orie #1 to #2 1 + 9. 5 + 24 (r C-'4 X (0+00 3+33) 1) 0+68.5 W Invert = re4d - $� 2) 2f00 W Invert = road - 8' i f DAILY CONSTRUCTION REPORT SIERRA HEIGHTS SEWER EXTENS;ON RENTON SCHOOL DISTRICT #403 Date: 6-23-69 Contractor: King Construciion Weather: 'lain Iemnerature: 600 Digging began at 7115 A.M. at manhole tt2. The prorer manhole barrel sections were on hand and the manhole was re-assembled to the prover grade. Pine 1,,ying tleoan at ^-nhole #2 and continued nutte well desFlte a slight to moderate rain throughout the entire day. The ditch reTained moderately dry with minor side Bluffing. A line of sight from -wnhole 42 to manhole d3 is straight and clear of obstructions. The contractor started using his Ford Model 755 back hoe in addition to his other equipment today. Material delivered to the sits this day included 44 loads of pit run sand, 7 loads of Pee grtvel, 2 loads of 5/8" crushed and )a lo,d of 1}" crushed. The contractor quit kork at about 6:V P.M. this day. Resident Engineer: __� Jan Anthony 6-23-69 rtca. #2 to #3 5 + 24 8 + 56 6r C-14 X (0+(,r, to 3+34) 3) 0+6.5 M Invert = road -9' 4) 0+16.5 II Invert = turd -of, 5) 0+56 E Invert = road - 9' 6) 0+90 E Invert - road - 9' 5 + 24 8 + 58 8- C-14 X 7) 2+01.5 E Invert = road - 11' 9) 3+27.5 N Invert = road - 12}° N3 to #4 a + 38 11 + 58 9' C-14 X (0+00 to 3+oo) 9) 0+44 E Pipe laid to 9 + 74 DAILY CONSTRUCTION REFLRT SIERRA HEIGHTS SEWER EXTENSION RENTON SCHOOL DISTRICT #403 Date: 6-24-69 Contractor: King Construction Weather: Rain all afternoon Temperature: 600 F Digging began at 7:O0 A.M. The contr-,-ctor irvrediately hit an unmarked, unknown 3/4" water line. While digging thr water line out he iamaged an underground telephone cable. I cable,' the phon, company nd the water department at 8:00 A.M. The water department will use a metal detector to luc,te any lore unknown lines. The phone company repaired the damac -d lira this horning. Water is seeping into 1h^ ditch at the contact between the gl.)cial till and a softer layer of overburden. The water depth is not a problem yet but there is constantly increasing danger of the ditch sluffing in. Hydr4ulic jacks are installed every few feet alcng the ditch. The contractcr began pumping t5e dit h at 1:00 O.M. Material delivered this d-te are 32 loads of pit run sand, S loads of pea gr-vel, 1 load of IT" cr.:shed -nd 6 loads of 5/8" crushed. Resident Engineer: Jan Anthony r __ �OtNI�►N�4 a 101* SC':OCL IST''T T Jan Anthony 6.24-69 83 to N4 9 + 74 11 + 46 r C-14 X (1 + 15 to 2 + 08) 10) 1+ 75 w Invert = road - 13.5' _ 6 450 angle 11) 1 f 83.5 w Invert a road 14.50 6 4!10 angle 12) 2 + 61 E Invert = road - 1610 450 angle AL DAILY CONSTRLrTICN REPORT SIERRA HEIPTS SEWER EXTENSION RENTON SCHOOL DISTRICT fi403 Date: 6-25-69 Contractor' King Construction Weather: Overca6t. Temperature 600 F The large backhoe started digginq at 6130 but Croke down for the remainder of the day at 9:30. Cne of the small backhnes and she ^ actor are RIso down for repairs. No more pipe will fe laid today. There is considerable w ter seepaod into the ditch Lit the ground is very dense t 11 •nd is standing up r.e-11. The contractor will use the zemainder of the day by working on tha ti,nhole- .and the street. Resident Engineer: A Jon Anthony E—?S-b9 Contrac*o: otos: 93 to 44 11 + 46 11 { 58 8" C-14 X None (2+88 to ?400) J .ILY WNSTRWTION REPORT SIERRA HE14iTS SEWER EXTENSION RENTUN SJiWL LI�TRI:',T #403 Oates 6-26-69 Contractor: King Constriction Aeathert Ov_rcast & p3rtly cic.*'y Tenperaturel 700 F. I called Bob Tollifson cre;ernlrq a �,.lt'n^ ..f _t.f. 1^6th and 132nd Avenue 3.E. P x R Asphalt w. is doing the They They are —inj tc lay the 2" bottorr lift along 132ne today. The vriaiensl street is an oiled street ani no emulsion will be user'. the roller to be uses; is a 1/2 ton roller •rith a 1 1,/2 ton rated capacity. 1 e first iift vas placed from menhole hl to 60` r,eyond ranhole #3. 1 Work started >t 6s30 A.W. and continued until 7100 F.M. Afternoon - the contractor started using a Hopto H 7M baekhoe. The ground is vary dense till below 7' and stands vertically. There is some water in the ditch today but not enough to ca•ase any proelo ms. Materials delivered tciay included 27 loads of pit run, 3 loads of peagrevel, 2 loads of 1t" crushed and no (0) loads of 5/8" crushed. Resident Engineer r"0 Jan AnUiony y VWTVIP PI i . . . . Y 1 DAILY CUNSIRUCTI4 REPORT SIERRA HLIGJ5 4E.,Ul RE.%Tuh SChWL DISMIZ 4403 i Date: 6-26-69 wntrnctor+ King Construction Weather: Lvercast - p.,rtly cloLx'y Temperature, 700 F Ol'Iss B asphalt. From manhola Al to mailhole 12 - >vcrare iridth 90.5" = 2.5 yds 2... x 111.3 = ?58 sq. r.s. i From manhole q2 to m.3nhole tol - average width 82.5' = 2.3 ydt. 2.3 x ill - sq. yds= Irregularities at naehle/e 41 _ a 64 9' x 11' = _-Lt, sq- yds. sq, yds. From manhole h3 to 9+ 2u M" x 7' .- 42c sq.f t. 16.:i sq. yrl;. Tot,l for day, 570.5 sq. yds. Placed 65 t,,n� i cla:;s 's asphalt in the above locations from R3lnier Asphalt. Rusident Engineers Jan Anthony Jan Anthony Contractor ::otcs: 4 to 5 11 + 58 13 - 43 185 3" �0+00 to 1+85) 13) 0+93.5 E invert = road - Y 450 angle 14) 0+970 N invert = read - Is* 0 45o angle w t DAILY XNSTRUCTI L aeP- RT 5'tRnA HEI,-H2`i ::_ . _A EXiENb10N RENT(GN S.,R L'i 71, iRI.:I u403 Date: 6-27-5 ) Contractors King Ccnstruction Weather: cvercist, -air after 4s00 P.M. Temperature: 70' F I called Bob Tollifson concerrino spnaltina of S.F. 106th ar,: 132nd S.E. P 8 R Asphalt Co. can use Glass 0 asphalt for the tot 1". They can also r-plAce 106th in 1 lift, provided the depth does not excede 2". 'he asphalt contractor is wino a lj ton vibra- tory Essick roller model VR30R. Tt. v finishol the top 1" from manhole #1 to within 8' of manhole 42 (approximately 2t0 s;; ire yards using Clan mix, temperature 2850 F. They also placeo aperexiTately 50 scuirc yo-ds of Class B .rom ) 28 to 9 + 93. 14 tons of Class C were delivered ani 7 tcrs cf Class E mix from Rainier Asphalt Co. in Renton. A line of sight thr"gh the pi o ine iror r nole N4 to Tmihole its is true ani unobt structe ,. The ground remains very dens • w'tr vertical uts ,,nd little gouna water. The backho.,, ut another unmarked, but .lead, water line today. Materials delivered today ' Included 24 loads of pit rim sard, q leads of peagravel, and no lords of 14" crushed. Resident Engineers 's. qv- E! 1?SafRaM1Z�V. ::�;Pru-,s-; .,er*�;'#r:: _ Jl;�catifi° .i•-..:, ,;'�*4'P. •:"dN1*,y n+fl,�-$S'.rils!M�} 7eK'aw� a�l1t''>'�iR `4''�-'-k�k7. R=701 il- L... Jan_Antlwny Ics'•ec , _Fo otes. set manhole N5 #4 t i1` 13 + 43 14 + 43 200 8" (1 + 85 to 2 + 85) 15) 1 + 88W 0 450 angle t ;LY -A'-',3(':7i N R' OT RENTLN H(i!L Date: 6-30-`.1 (-o-itroctcr: Kina .:onstru�t,lon Neather+ c;eir T,-m, -riturFt 75' F Tha bottom of tho '_ch is ° ' i h° lv ff _„r. n --i*,': , I' of +.he ii'_cn 6�5 jack- hammered to i,lo« rerun „f t) ; •,'. ; n . ',K: ri;, i on th? correct center from manhole 05 tc —nhoio ifb. !h, ozounl t =,� m - °oft en.+ din^�,ous at 15 i 20 and a aide sloped litch was dug, the ircuvl + iz ,., � .up a ;.iir. by 16 r 90. A g.,s lip, was broken at 16 + 43. the nas ca?pany arrived 1° m'-ut ,s after the line w broken. The teleohone line to a house at L+'134 S.E. 102nd .lso rr:.k,n. Materials delivered tcd:,y inclul,d 35 loads or pit run sand inj 3 loads of eagravel. n Resident Engineer+ i + .a . �r,'''/ ►+ i O- z 85 to /6 14 + a 16 + 43 200 8" invert = road invert = road (0 + 00 to 2 + 00) 16) 0 + 44N 0 450 angle 17) 1 + 27.5S 0 450 ar.ale 18) 1 + 31N 0 450 anale ' i t f 1 REI:;:.r; Uatei 7-1-0 � Contrictc,r: King Construction iv-gather: clear Temperatures W^O F "ta was some wa some ::a+ _ 'n �t th^ start of the J.-v. gut not onough to affect progress. of<,ging w s looi irl rr grrss ririi until 4+00, w•,en the bvckhoe stopped in order not to blick of all tritti•:. Ihl s.;n It cr,w vas warkinr on 132nd S.E. , blocking all through tr ,ff;r an t'nt s- r.r t. The toy 1" of arhielt was laid from 2 + 16 to 8 71. 21 tons of ,a as; -' x :Pre :7a1iv.errd. Th- "' lower lift %is W d from 9 + 93 to 14 + 43. 41 t-ns or ..,l iss P m' x fr. m .t ,inier h,•r- i •liver,,d. From manhcic 83 to 44. Average width 7't:" (exclusive of ­,. -rcat.sl x ")n' 7'5'\ tq, ;,s. 6(irraqul �rity) 3' x ?' - - 125b sq.yds. From manhole N4 to #5 AverlaIa width 8'0" (exc_usive of ov.ircuts) 8'_ x 285 + 10 ' _ - 253 sq.yds. 9 A line of sight thrcug'„ the pipeline fro-, mirhole #5 to N6 -mi from 96 to q"/ is t.rv� and clear of obstru'.ions. Re; lirs have o — made to the g,s and telephone lines '_hat wrre dams.ged t-30-6 . Materials delivered today includ- loads of pit run sand, 5 loads of ueagravel , loads of 14" crushad. Resivant cngine"r: _ - . �I TIt t Jan Anthony .. . . ._. ,.c3 ,oct. r ontrac-0 c; Co: otes: set m le N6 anu 47 #5 to it6 16 + 43 17 + a=, (2 + n0 to 3 t 05) 1 )) 2 + 11.5N invert = road - 12' 0' 450 angle 20) 2 + 74S invert = road - 10' C- 450 angle 2i ) 2 + 81S invert = road - 10' 2) 2 + 88N invert = road - ,10' N6 t� q7 17 + 48 20 + 68 320 (0 + 00 to 3 + 20) :3) 0 + 71.5S invert = road - 9.5' 24) 1 + 41N 25) 1 + 55S 26) 2 + 17.5N invert = road - 8.' ' 27) 3 + 02S Inv-rt = road - 7' r- t r :tT `.SSI E.�it\ Hflll'oHT`i Se.YcR .ArEi� Il,': R'<,NTON SCHIA,L JISTR1 ;T 4403 Jate: 7-2-69 Contractor: king Jonstruction Weather: cv"-c st Terperatures 700 F Digoinq cegin at 6s3J with the Hoptc 550 backhoe. There was sc,^e water se^p•ige, but progress n:.s ripid. the sn it th•� northw vt cnrr—r c ' S.E. 1?ntF 3n,i 10?nd S.E. has a small corn patch in the esseront at the l:cat;c! of R+nho,e p9. the woman his taus- ' some trouble with the pipe crew. rh++- is u *e• ic: sized cedar tre- +t the lorition of ranhole h10 w' ich will be doxr. The nin i'. rh, Rousp i* this Inc t.ion will make r replacement fpnc•a posts fcr thos- V-, 1 ar,• r tt?n batwe n m nhole• qll and 012. Kinq G Construction will reel ,-P the f-�nc,� with t!,aso p' sts if they are ready in tire. His water L ! is directly alone tho ripeline ..nd ws< remoy+d while the 8" 3J. was inst Ilea from manh� lp 7;9 to 410. The cortr .ctcr h•js choe-n to :eater-set'iq the eas^ient, air t^st she pipe 11•,e aoi water t-st tho r!inhcl s. A lin- of siqht ro; !,,nhole p7 to h8 and q8 to N) is true anJ -lear tf obstruct funs. 'at-:ia1� d-livezed to}..y inclu-lpd 22 .odds of pit run sana, 13 loads of ooi r!vel, ? loid; of 111" crushed, an 4 loads cf 5/8" crushed. Resident Engine,ir: _ LJRL.a I . ,h ••.4.-.o r..... ..h70 .... ..Lit. ... Inr-:.. Jan Anthony ins :n•�t... - 7-2-69 ',-atest The tee locati- n for i2867 S.G. 102nd Ss awkwardly placed in relation to the house. If there is a sewer that runs west from manh :e V, they would be better off hooking into that one. Set manhole 98 and 99 97 to p8 20 + u8 23 + 02 234 8" cone. for 12865 S.E. 1(12nd (0 + 0" t; i 34 28) U + o.SW invert = road 7' 21) 1 + 10E invert = road - 8' 30) 1 + 27.5W invert = road - 8' 31) 2 + 25E invert = read N8 to N7 23 • O? 23 + 42 a. 8" cone. y 1 tC k" DAILY CUNSTRU:TIUN R94CRT SIE,t2A HEIbH16 SES R EA'Zi�,IUN RENT( h =itii. DI�ARiCT #403 Date: 7-3-64 Contractor: Kind Construction Neather+ overcast Temperature: 700 F Manhole #2 will be ritse,.i by the conTractor. No witer jettino wus done today, but the ditch was filled in. Trip backi:oe broke d ,wn at 3s0^ and digging was discontinued for the day. The alley between manhole hP and #11 will be restored as much is pcsslble today. A back fence at 3018 S.E. 1"lst w,s da*aged and will bA replaced. A line of sight between manhole #9 and #IC is tiu � ,nu cigar of obstn �tions. 'he pi-e h.s a very slight bend in It betwer-n manhole I11 . aii: N11, but a full field of vision can be seen throunh it. F've loads of pe=igravol were drilvered today. Resident Engineer: Wes. - -. . .'� ♦ .41 Y r ` Jan Anthony ir.s?ector Contractor King Construction ,r Date � Otas: Set ma-ahole #10 .'roe ... .ir _1•... To Ys ,o :,i_.. -r L)Ca- '.a !..... . ,.t,._. i-.a. List. T.. .r C-Intia Cc ( c rta Nq to #10 ?5 + 07 25 + 22 i5' 8" conc. (l + 65 to 1 + 80) .., 32) 1 + 754 invert = ground 810 to illl 25 r 22 27 + 77 255' (1 + 00 to 2 + 55) 33) 0 + 44S invert = ground - 10' 34) 1 + 31S lnvott = ground - 10' 35) 2 + 29S invert = ground - ' DAILY CUNSTHUCTION UPQ4T ..SILK R_K �,L UI l 6'..T #403 Dates 7-7-69 Contractor: king Construction Weather; cvercrst Tempiriturer 700 F The bickhoe was r,�pa:red and ,dl9r,ing began at 7.30. the around was soft ind wet °rom manhole N11 to 1 + 50 but beyond that pcdut it was v_ry h.rd t' ll. The ditch across the alley w,s backfi : 'ed with pit r.:n and 5%9" crush,•d was spread en the rordway. The backhoe dug through to the existirg sewer line which was full of water. 'he bacifill in tnN axist- ing line's ditch does riot apcear c--pact:d. It nas a '" :rust on the tnr, with a void area 7eneath. yF Resident Engineer: P4 1 I 1 V i r Jan Anthony, Stan Stormo. In3]CC,or Contractor King Construction >,., re o_;or or 7 7 :.otes: The cut sheets and aside st,.aeo say that manhole 912 is at 3 + 2, (31 t 09) Set manhole #11 and 412 10 PC ti ;Amin :. ,Ot or :)nta #10 to #11 27 + 77 27 + 67 10, B" cone. (2 + 55 to 2 + 65) 1 - , .•,arc r..ro::nd - c: . DAILY C04`7RUCTIL% RE. Rs SIERd4 HEIail'i iitWEri LATc .i1, N RE".TON SChWi )TSi'iI J N403 Dates 7-0-. 9 Contractors ' ing Constru tion Wei mer+ clear Temperature: 740 F Contractor raised manhole #t , to the, chrtect r ?v ,ticr of :he st =t. 'Jentractcr . , stil . blaektoppino the straet• - fiz �i 1 " t or1Y. Five nani:ol^s have bf ao c-omt leted for pstC - ing in preparation for water test. They .!re .l,o po,rinq the cha„nels. The entire system has been Flushed. Dates 7-10-E? Contractor: Kinq Construction Weathers rain I• mprra' re: 680 F Contr :ctcr is pouripn channels in minholes. There nis been a genacjl cle—n-up of the Job. ' The fir,-t lift of b. ;7Ktop hzs be"n com lated. i� Resident Engineers ,s_ .�-+w';.'w�` E t R S�r✓d y�ifh �`s ��{.✓��. Gr h � DAILY a-t- m:TIut. hEi% RT SIirMA 11'IGHT5 SE7:7--; EXTEN,104' RFNT(N AkOL JISTdICT U403 Date: 7-8-69 Contrjctor: king Construction Weather )r,,tly cloudy Temper.iture: 590 F • 710 F omplateJ 4ir test of e .ti-,o t r . (. -e t +c )ed low -,rossure ,ir test report. ) �oapintel w,ter _ .:f btarted blackto.gli7 of stre t,, first lilt StlTLed ratcP,iny of .inhale-, 47, PA, ,'), itl , NII , and 919. Resident enoine-r: 1 ` `fV/' d 3 t i q�: bllr SANIT..kY S '. :2 SYS1Z. :C , r,t .SUd_ ALt TEST SIEIRA He-TaTC SEW- Z c(TENAi,N RcN'TON S+ HC(,L g402 Dates 7-8-6') Insp-ctcr: Stan St>rmo L&4 AI ION t PN,M1 K C I I' E RcQL'I,V D RESULT APPIT:S M.H. 01: to M.H. 012 32.: 3/4q less in 5 minutes 3 r, n. 8 sac. 7-8-69 - C .K. M.H. 1I10 to M.H. #11 265' nc lcs,, in 5 minutes 3 min. I sec. 7-8-6) - C.K. M.H. b(, to M.H. U10 180' no loss in 5 m:nutes 2 min. 1 sec. 7-9-61) - C.K. M.H. 98 to M.i1. qi 40' 1/20 loss in 5 minvtos 0 min.47 sec. 7-8-69 - O.K. M.H. 47 to M.H. 48 234' no los in 5 minutes 2 min. 7 sec. 7 -69 - C .K. M.H. k6 to M.H. ti7 320' no loss in 5 minut-s 3 min. 7 sec. 7-8-6t - G.K. M.H. #5 to M.H k6 30` - not less in 5 minutes 3 min. ' c. 7-8-6) - O.K. M.H. p4 to 05 1.)all' no loes in 5 minutes 3 min. 3 sec. 7-8-o9 - L.r . M.H. 0 to M.H. p4 300' no loss in 5 minut^s 3 min. 5 sec. 7-8-6') - r.K. hi.H. U2 to V.;i. p3 33e no loss in 5 minutes 3 min. 9 sec. 7-8-69 - C.K, M.H. 91 to M.H. 42 333' no loss in 5 minute: 3 min. 9 s-c. 7-8-A M.H. NO tc AI.H. pl 1)1' no loss in 5 min*.tes 2 min. 2 s,•c. 7-8-69 I Notes The above is the time in minutes and secon 's regi., . ccx.; : 3.5 p.S.i. to 2.5 i . .I. fnr 8" concrete pipe. DAILY G)PwTRU-IICN :iHT UI RRA HEIGHT6 SENE1 ^/.T':NSRN R.?N ICNaCH(U DIS116: ;T $1473 Date: 7-11-6) Cc.ntractor: Kinq A nctrurtion All of the reraining c' :nn-ls were poureJ Tow Tien worked a•. finis' i'•,a t' p m:ntolas, acd several ott�rrs wori •d on site c,ean-up. Inscectnr mad& pave• ett ureeaenta from manhole qS to l06, from fib to p7, from H7 to hn, :ini ql throunh. a' A w•iter ce ,t was tries on mantra ) , b':t t••• work^rs di-'n't hive trp ; rc� er plugs for tile 6" school li• e. Date: 7-11-69 R.sphalt measur.ments: manhole M5 to #6 = 83" :vIage (3, 51 - 51 ) 30^' x sq. ft. = 230 sq.yds. Die #6 to q7 = 67" avpt:- - l �370' + 325 x ;.7: ' = 1670 manhole q7 to fib = 6t" None cf the .^.mhr•les ; :. 1paVn� �.,r into srsi. h Wit-t net.l; L•as e' ne"d'. t,. � , r•� 1 _ a. M Manhole 94 1 , 1 is off cr•rttr >nd !. _ tr, t,e r,,E A. -I!�is 4ene when the r4v-r! are rr^°P't ',.o th^ te;: co,.rse• . i>:icktop. Hv.:der,t t:ngineFrs _•�,7 _._ DAILY �UK5T3UC 1G�: ..cA. :T SIERRA HEIGhTS Sl;4EB ZXTL,SIk.., REZ,TON SOiuCiL JIST:,ICT 4403 Oates 7-25-69 Contractors King construction AspL.alt yardages y #?0 t, #1 253 sq.yds. #1 t #2 25d sq.y(;s. 02 to #3 2`.,5 sq.yJs. C to #4 256 sq.yds. 64 to #5 253 sq.ycs. f.5 to #G 230 sq.)ds. 06 to # 2';3 sq.yds. #7 to #.: 143 sq.yds. tF_ "_a.ult. 13W sq.;K1s. t-tal Fill y+ rda es d 271,A/Co.yd. by Don Holt: 311.62 crushed 29i1.31 pit run 36 toes. 695.5 peagravel hanhole oeptt.ss 01 - 7' 1_ " 47 - 7' 0" #4 - 17'4" #6 - 9' H' 412 6' ; inholes + C9'1" 3xtra .aanhols hei k.t. Pipe line tans (actual io,tage)s #3C to #1 1°1 ft. 91 to #2 333 ft. #2 to #3 334 ft. #3 to #4 1.0 ft. #4 to 05 2b5.5 ft. #5 to #6 305 ft. #6 to #7 32U ft. Pill f JAIU a:,: T:;L'OTIU1. iRL'P:,RT RCttTu.t 9k u-L,L uIj-M� CT h4. 3 Date. 7-25-69p cor.t n,;ed Pipe line run, (ac' f, ,�tj e) � Fontana U30 to #1 191 ft* OF to :t2 333 ft. h' t& #3 :34 ft. #3 VI. 44 30r, ft. #4 to #'.) 285.5 ft. #5 to W, 30:� ft. #6 to #7 320 Ft. #7 to #3 234.1% ft. #d to #9 40 ft. #9 `.o #17 is" ft. #1C to all 260 let. #11 tj #12 399_3 ft. 1%1u5 ft. t �' connection to existing 6" line = 3110 ft. Instal-ed Resident Engineer: _ t Y A S E M E N T "wu. GRANTOR, 7 for and in consideration of one dollar ($1.00) and other valuable consideration, the receipt of whit:. is hereby acknowledged, grants and conveys to GRANTEE, 7ITY OF RENTON, King County, Washington, a municipal corporation, an easement and right-of-way, over, across, along, through, and under the following described property situated in King County, Washington, to-wit: t n strip of land 10 feet in wi::it;, whose easterly line is described as follows: Commencing on the east line of Section 4, Townshil 23 North, Range 5 East W.M., a distance of 1000 feet northerly of the southeast corner of the Northeast 1/4 thence north 88919'25" west a distance of 660 feet to the :rue point of beginning, said point being also a point on the east line of Lot 1, Block 2 of the unrecorded plat of Morrow Addition No. 2, 65 feet southerly of the cortheast corner of said lot; thence south 1955'59" went, along said east line, a distance of 130 feet, to the southeast corner of said lot, said corner being also 15 feet southerly and 10 feet westerly of the intersection of the west vargin of 130th Avenue S.E. with the north margin of S.E. 101st Street. for the purpose of constructing, installing, reconstructing, re?lacing, repairing, ma::ntaining and overating a news:- pipe line and lines and all necessary connecr.ions and appurtenances thereto, toge��,er with the right of ingress thereto and e.,re .: therefrom for the purpose of enjoying the easement, and also granting to Grant-e and to those fitting under or for Grantee the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipe line or lines in the easement, such additional area to be held to a minimum necessary for that purpose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, Grantee shall restore the premises as near as may be to its cond.+.tfon immediately before such construction or entry. SN WIII7ESS WHEEE01 , Grantors have hereunto set their hand this day of STATE OF WASHINGION ) KDK; COUNTY ) 0n this day of - , 14,''F. , before me, the undersigned, i Notary Public in and for the State of Washington, duly commissioned and sworn personail appsaied (�r . aE.s _ __ to me known to be the individual described in and who executed the foregoing instrument, and acknowledged to me that — —� ne �sig.ied and sealed the instrument as r—ire& sad voluntary act and deed four the uses ant'. purposes therein mentioned. WITNESS :ay hand and official saai furato affixed the day and year: in this certificate rbove written. Notary Public in and for the State of Washington, residing at ;r R 1y. - _ Now EA S EMENT No. GBANTJAS, �c A! �' • G (Z ('i; :' tlp�7�y� p/j /mac I1k'E/S'!2' for and In consideration of one dollar ($, .00) and other valuable consideration, the receipt of which is uereby acknowledged, grants and conveys to G'RANSEE, CITY OF RENTON, King County, Washingtor., a municipal corporation, an dasrxment and right-of-way, over, cross, along, through, and under the following described propert', situated in kx. , :ounty, Washington, to- it: A strip of land 10 feet in width whose easterly line is described as follows: Commencing on the east line of Sec .on 4, Tcwcahip 23 North, range 5 East W.H., a distance of 1003 feet northerly of the southeast corner of tlm Northeast 1/4 thence north 88619125" west a distance of 660 feat to the true point of buginnina, said point being also a point on the east line of Lot 1, Block 2 of the unrecorded plat of Morrow Addition No. 2, 65 feet southerly of the northeast corner of said lot; thence south 1.55159" west, along said east line, a distance of JO feet, to the southeast corner of said lot, said corner being als, 15 foot southerly and 10 feet westerly of the intersection of the west margin of 130th Avenue S.E. with the north marg-n of S.E. 101st Street. for the purpose of constructing, installing, reconstructitg, replacing, rrairing, maiauinin! and operating a sewer ripe line and lines and all necessary convactious and outtenances thereto, together with the right of ingress thereto and aarasF t' 'on for the purpose of enjoying the easement, and also granting to Grantat an., to those acting under or for Grantee the use of such additional area Immediately adJaeant to the alave easement as shall be required for the construction of the .,er pipe line or lines in the easement, such additional area to be held to a - .Ailmum necessary for that purpose, and immediately after the completion of the construction and installation, or any aubssau.sat entry upon the eassmest':,, Grantee shall restore the promiaas as near as may be to its condition immediately before sueb construction or entry. �N WITor8s WAVZOF, Grantors have F.ereunto sot their hand this _ day of �,;. _ t96�__ _. �. -- 'ii- L 8'r/ATB OF WASNINGTON CC.XTY ) On this F 'S day of _�,!> 19 r'` , before me, the undersigned, a Notary Public in and for the Eta ­gton, duly commissioned and sworn per:aonally appeared _ '."< 4 r"f, , • ..9 known to be the individual t described i -and who siecuted the trument, and acknowledged to no that _ t he signed and instrument as ,a .t fret and voluntary ac and deed fdr the uses and purposes Awtionao. WITNESS my hand and official acaL ..vroto cffixed the iy at.' year in this cartificato above written. ' /r Kura:,, Public L. and for the State tf Wasbingtop, residing at r gee AS EKENT No. C)tANTOn3, _ J11M-F"." I. :*.CALv & C0;'PA1%5',ITC. , e '"an.nin._+.on corcoret on, for and in consideration of is dollar ($1.00) and other valuable ccns_.;eration, the receipt of which is hereby acknowledged, grants and conveys to SFkNTEE, CITY Cr RENTON, King County, Washington, a municipal corporation, an easement and right-of- way, over, across, along through, and under the follrwing described property situate6 in King County, Washington, to-wit: A strip of land 10 feet in width whose centerline is described vu follows: Commencing at a point on the East line of Section 4, To,mship 2, North, Range 5 EWN, a distance of 1320 feet Northerly of the Southeast corner of the Northeast 1/4 of said Seci.ion; thence North 98019125" West, a distance of 405 feet to the true point of beginning; thence Southerly, parallel to the Easterly section line, a distance of 325 feet to a point lying 5 feet Northerly Of the North line of Sierra Heights AdditicA; thence North 88019'25" West parallel with said North line a distance of 255 feet to the termination 0ofnt, said point being 5 feet Northerly and 10 feet Westerly of the Northwest corner of Lot 1, Block 1, Sierra &eights Addition. ind A strip of land 10 feet in width whose Easterly line is described as follows: Commencing at a point on East line of said Section 4, 570 feet Northerly of the Southeast corner of the Northeast 1/4 of said sec�.ion; thence North 88019'25" Went, a distance of 660 feet to the true point of beginning; thence Southerly, parallel to the Easterly -action line, a distsn" of 50 feet to the North : i.,o of Sierra Heights Addition. for the purpose of constructing, installing, reconstructing, replacing, repairing, maintaining and operating a sewer pipe line and lines anal all uecessary connections and appurtenances thereto, together with tae right of ingress thereto and egress there- ,.rom for the purpose of enjoying the easement, and also granting to Grantee and to those acting under or for Ctantee the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipe line or lines in the easement, such additional srea to be held to a minimum necessary for that purpose, and immediately a.'ter the completion of the construction and installation, or any subsequent entry upon the case�ient, Grantee shall restore the prec'.ses ss near ab may be to its condition immedfacaly be.^ot- such canseruetion or entry. IN WITNESS WHEREOF, Cran—s have hereunto jet their hand this _ �h day of October JA"{T"' I. 17'"CALP & "OpPFN'i, I]r;. —i-�tFtsid6n� ore +ry STATE OF WA SHIN- 7ON ) as: KINC COUNTY ) On this 7thday of Octcb:-r 1§8 _ , baiore me, the undersigned, a Notary Public in an 4 for the St ,eaitJ,J&q i u1� co unissioned and sworn personally appeared Joe®Uh V. Hfinaford l 4rn to be th individual d—cribedin and who executed the foregoing instrument, and acknowledged to me that t h$ signed and sealed the instrument as their frae .nod voluntary occ and deed for_the uses auL purposes therei.. mentioned. WITNESS my hand and r" nl hereto affixed the day and year in this certificate above written. s -VyV 2�4' ✓ itary in and for the State oa Washington, residing at _.__ . .a .tom - c ME 111111M ;RANT04.., JA!P:' I. "*T sL` do ;0"pANY,IF`;, , s rnakii.- ton :toroon Lion, for and in co- vidaration of one dollar ($1.00) and other 7 able- consideration, the receipt of which is hereby acknowledged, grants and convoys tc 3RANTEE, CITY OF PINYON, King County, Washington, a municipal corporation, an easement and right-of- way, over, across, along through, and under the following desc*ibed property situated in King County, Washington, to-wit: A strip of land 10 Meet in width whose centerline is described as follows: Commencing at a point on the East line of Section 4, Township 23 North, Range 5 EWN, a distance of 1320 feet Northerly of the Southeast corner of the r Northeast 1/4 of said Section; thence North C8°19125" Mast, a distance or 405 feet to the true point of beginning; thence Southerly, parallel to the Easterly section line, a distance of 325 feet to a point lying 5 feet Northerly of the Korth line of Sierra Heights Addition; thence North 88-19125" West parallel with said North line a Sistance of 255 feat to tl:e termination point, said point being 5 feet Northerly and 10 feet Westerly of the Northwest corner of Lot 1. Block 1, Sierra Heights Addition, and A strip of lan.` 13 feet in width irhose Easterly line is described as follows: Commencing at i point on East line of sail! Section 4, 871 feet Northerly of the Southeast corner of the Northeast 1/4 of said section; thence hor:h 88619125" Worst, a distance of 660 feet to the true point of beginning; thence Southerly, parallel to the Eaetariy section _ins, a distance of SO feet to the North line of Sierra Heights Addition. for the purpose of constructing, installing, reconstructing, replacing, rapairini, maintaining and operating a sewer pipe line and liner and all necessary connections and appurtenances thereto, together with the right of ingress thereto and egress there- from for the purpose of -njoying the aassvent, and also granting to Grantee ar' to those acting under or for Create* the use of such additional area immediately adjacei­ to the above easamect as shall be required for the construction of the sewer pipe line or lines in the easement, such additional area to be h11C 4inimum nec.riary for that purpose, and immediately afte- the completion of th, tion and installation, or any subsequent entry upon the easement, Grantee skull �e premises as near ,a may be to its condition immediately be`o_e such tonst ur entry. Optbr rWITNESS WHEM 5, Crantorr have hereunto set tL ,r nand this 7th day of , 1� STATE OF WASi1INCTON ) as: KINC COUNTY ) ��p On th.■ �ykgiay of�jatob .r -_, IY before as, the undarsiguad, a Notary Public in and for the a o of Wall commissioned and rn personally appeared cr graces ? 34� be the individui t daacribe rZd who executed the foregoing instrument, end d ackwldg ead to m.a that _ signed and sealed the "trument as �r free and voluntary act and dead for the uses and purposes therein munti:oned. WITNESS my hand and offietal seal hare;o affixed the day ant rear it this certificate above written. Notar; Public ip and for-+tau State of Waahington, residing SAN-1 SIERRA HEIGHTS SCHOOL S--134 3 i January 20, 1969 Kramer, Chin 8 4ayo, Consulting Pngtneers 1917 First Avenue Seatt'e . Washingtri 98101 Gentlemen: We have reviewed your plans for Sierra 11ei0ts sewer extension for Renton School istrict No 403. Prior to our wmrovino the nlrns and specifications %e would like clarification or consideration relating to the following: (1) The Citv ordinarily requires concrete pipe for sewer construction. (2) The City holds Ixngineers responsible for maintaining and submitting as- builts of the sewer Droiact and correcting originals. The originals will become the prmerty of the City of Renton and will be filed in the City Engineer's office for record. (3) 'he Engineers will need submit their plans to the Washington State Pollution Control Commission for their approval. (4) Latec"er ctarges to be paid for prior to beginning construction of .01# per sq. foot for the Lift Station This amounts to $2,011.11 Latecomer's charge for the Sierra Heights School site. (5) If you intend to have a Lateeomer's Agreement on the sewer line you are constructing this Latecomer Agreement need he corpleted with the City before construction begins. We are currently determia;A& the service area which the sewer line will serve and making arrangements i .th the County for a franchise in the non-City area. We are checking the easements you submitted to determine if they are corT-et and cover all the easements rejuired. (6) The paved area in the Plat of Glencoe (between your Manhole No. I and existing Manhole No. 30) or. South 106th Street is of recently paved asphalt concrete surfecs. In this area we will require removal of asphalt to the curb mod a sarcut or smooth line at the center of the street with n..w paving on half the street where the sewer line is being placed. Should demale occur to the pavinj on the north half of the street this will need oe replaced also. We suggest thiz resurfacing be made part of the contract. P 2. (7) Please advise if you will have an Inspector on the work throughout constn!ction. We request we re advised whenever testing is being performed so our Inspector may be on hrad for checking the results. We have already received annroved Mans fron Metro on your project. Thank you for your assistance in this matter Yours very truly, BHMc.;" Bert II, McHenry, P.E. Assistant City Engineer i A..s ciafas / S CECIL L.FOX 4� I! G� hl 4vL �r WATER WORKS AND SEWERAGE KEITH E.GRIM /� HYDRO-ELECTRIC OPOJ:CTE LYMAJOHN 1 A.NITH FISH HATCHERIES 'O"" `°"'T" KRAMER, CHIN N & M AYO HARBOR FACILITIES Consulting engineers ROADS AND BRIDGES formerly CAREY and KRAMER 1917 Fim AVENUE - SBATTLIL WASHINGTON,98101 MUTUAL 2.2939 January 21, 19b9 Johnston, Canp anella Murakumi and Co. 830 Riverside Drive No. Renton, Washington Attention: Terry Murakami Re; Sierra '!eights Sewer Fxte:ision Dear Terry: Enclosed a-re two cop f latter fr the Renton City Engineer' s office regarding approval ❑ the a e projec Regarding chase items. we will take care of Items 1 d 6 )y mesa of an ddendum to the specifications. Regarding Item 2 after complet of the prol"t, we wouid turnish such as bcilt3 as woul -)a poaaibl Depending upon recor,le avatla�le fron inepecticu. .tatur lye Co ai❑ accurate information on wye iacetione, etc., full tilar: inspection oD lava to be furnished. Nr have already sent plana and specifications to the State Health Dap^., 67,113 pollution Control Coanaisaiou as require,: oy ttek J. Items 9 and 5 will have to be h&udled by the School District. Regarding Iteo 7, we are requesting thv,� you provide the required information on inspection to the City. As previously indicated, the accuracy of the as-builte world depend upon the degree of inspection available. If you have any questions, please call. Very truly your*, KRAMER, CHIN & MAW RBTIab Robert B. Tollefson cc: City of Renton Attu, Bart McHenry let . Gtot . 1 PERPETUAL EASEMENT KNOW ALL MEN BY THESE PRESENTS: lust . Renton School Jistrict #403 and _.. ___..... ......._....... ...... ............................................. ....... ., husband and wife,hereinafter referred to as"party of the first part'for ens in consideration of ONs DOLLAR and other! .cud and valuable consideration,receipt of which is hereby acknowledged,do hereby grant,release and corvey unto the CITY OF RENTON, a Municipal Corporation of the State of Washington, as "Party of the second part," an easement appurtenant and perpetual over,on,and to the following described properties: The North 15 feet of the South One-Half of the Northeast One-Quarter of the Nort •aSt One-Quarter of Section 4, Township 23 North, Range j East, W.M. , except the east 30 feet thereof and the west 15 feet of the east 505 feet of the north 205 feet of the South One-Half of the Northeast One- Quarter of the Northeast One-Quarter of Section 4, Township 23 North, Range 5 East, W.M. , except the north 15 feet thereof, all situated in King County,Washington. i i 0� 1 k V L And she party of the second part to have for the purposes of construction, repair, service, and maintenance of j Cr!� sewage pipe lines and any other public utilities and services. `a IN WITNESS WHEREOF the said parties have hereunto set their hands and seals this......2 3 r`�. day o1 ._Jd n.Udry,.,_,la6n , . ........... - - -- honton School District No. 403 , Kind Count , Washington by: e R Secretar f the board of Directors STATE OF WASHINGTON ss. Cotn+ry or firnc 1, the undersigned Notary Public In and for the State of Washington, residing In Renton, Washington, do y y '23rd day..... Januar 1969 personally hereby certify that on the.__.,..._. _....... ._........._.__........ _...............Y.t.................._.........._.._... appeared before me H . R. Johnson , Secretary of i�he Board of Directors , ........._........IF..........................................._.........._....I....... kbl anti.to me known to be the Individual, eacr!bed In and who executed the same as their free and voluntary act ant deed for the uses and purposes herein mentioned. OrvsN under m hand and official seal this._. ._.' '! ..... i969 . y __.....__day ot...„. ..............._Y.x..__..._....._........_....., f Notary Public L and ter the State of Washington, residing In Renton. r c �. r a F F.bruary 10, 1969 Johnston-.:amW.ella-Muraka,-il a 0ompany 80 tliverside Urive North Winton, ..e :hington 98055 I�Ui sierra heights 11ementary School Sewer :ientlemen: please refer to Kenton City l.ngineer`s Uffioe letter dated January 20, 1969 to Kramer, Chin L :,ayo and Kramer, 6hin a Maya's letter dated January 21, 1969 to your firm regarding the above mentiontd }roject. The iienton school :Jlstrict will pay the latecomer's charge for the lift station in the amount of 200n.91 upon receipt of invoice from the City of Renton. f The latecomer's agreement on the sewer line will be exreuted with the City as soon as the firm costs of the sanitary sewer line extension are established from the bid figures. With regards 1.0 item 7 it will be the architect's responsibility to supervise the projeet ab we have done it the past. The illstriet hat no plan, it the moment, to hire a full L.ic.t district inspector or clerk-of-the-works. If you have any furtucr questions on this sewer line extension, please let me know. L Very truly yours, RR:.,L c19 F. �O Vt`of dl p ti r" f B 1 1�u�9 hudolph H. oeppt ', ��` Director of pant Facilities ' ._. . t}wc oo: Dr. Babb Mr. John ,oa Mr. 9rrt R. Kohenry, t .i.. ✓ Kramer, Chin " Mayo Aeeao�otae C[CI',. L.FOX WATER WORK[ AND SEWERAGE K aITN a.GRIM MYORO-ELICTRIC PROJECTS LYMAN A.NOYE{ FISH HATCHERIES IONN S.SMITH K R AM E R, CHIN & M AYO HARBOR FACILITIES Consulting Engincers ROADS AND BRIDGES formerly CAPEY and KRAMER 1917 FIRST AVENUE SEATTLE,WASHINGTON, 08101 MUnuL 2-2939 parch 19. 1969 Daily Journal *f Caemvetce Journal Bldg. tO Columbia St. Seattle, Washington Gentlemen; Enclosed is as Aivert. S% It :e he o! L. newer Extension. Please publist this adverviseemnt i sccQqreanc vLth tivj dates indicated. The project consists of appr imetely 00 ineal fe-at of 3" concrete pipe sever together with necessa appurtenan a. Invoice for public* on, clipp ga and tiiication of ptulications shall be addreseeu to: Renton Sch>ol Diatrict N . 403 15 Mo fourth Street to { Washington 98055 Attention: Mr. If. R. Johnson Secretary of the Board of rirectore Sincerely yours[ KRRAE48RR, CRIN {L W.YO Cnc1. Robert A. Tollefson RAT/ab Co.- Renton School District City of Renton - City Aagineer (copy of addendum) Johnston, Campanella, Hurakewl and Co. AE.odafes CECP. L.FOX WATER WORKS AND SEWERAGE REITM E.GRIM LYMAN A.NOYES HYDRO-ELECTRIC PROJECTS JONN O.SMITH K RA M E R, CHIN & M AYO N'ARSORSH TFACILITIES ROADS AND BRIDGES consulting engineers formerly CAREY and KRAMER 1917 FIRST AVENUR SEATTLE,WASHINGTON,98101 MUTUAL 2-2939 parch 19, 1969 Renton Chronical P.O. Box 30 Renton. washindton Gentlemen: Enclosed is an Adwrtisammt for Bids f the Sit a Heigh')40 Sevar Extension. Please publish this euvertissslent in a ordance th the dates indicated. The praject c-2nsisr.s of approx tely 0 001 feet of V concrete pipe sever together with necessary appurttna as Invoice for ;ublicatin c ip ngs and car ification of publicetions shall be addressee :o: aoton SCha>1 District No. 40-1 25 Nor F- th Street Re o Wash :on 98055 Attention: Hr. H. R. Johnson, Secretary of the Board of Directors Sincerely yours, lC um, CRIB i NATO mil• Rebost A. Tellefosn RBTfab cc: Renton School District City mf Renton - City Engineer (copy of sidandw s) Johnston, Canpanalia, Nurai.ami and Co. . n ,} .. . �`� � j s ;., ,. ,�� . . �. EL Anociat$$ CECllil.PDX WATER WORKS AND SEWERAGE KEITH E.GRIM NYD 40�ELECTRIC PROJECT• LYMAN AMITH KR.AMER, CHIN & MAYO HIARB RFACL"ES JOMA $.SMITH ROAD$AND BRIOiEB Consulting �,nctineers 1917 FIRST AVENUE SRATTLE,WASHINGTON,98101 MUTUAL 2-2939 p�Lr� A fJwt� /• s' T 0 Pros{ j/S/e�q�Q Cw+f� ��li� , allsalwr /wrc, iCl/I+E1� . 40 Awo 1 .- 1: .r — .�_t-....1_..� �Insf: _ @ula'.t rl,.f s 1 r 1- n l � 1 S,:aar Pipe C ,._: � 3092. lfra 1�33 Esc cat ees '21 Eaf.f. + - ---- ut .. 6' deep or 12 Each — cs. mjr Each Ada. ft. 31 N.X. 57 C F. - - �- -e. _faR Material. duri Sazid and Grovel -2500 G.Y. r.er*ard Riot'.it Surfacing C1. "S" 2310 s.Y. I ; ^TAL fIttsaa 1 tbru 8) Y __ ,......._e._ -- - " i.i�NAZ-; t L S,itama 1Ay2A 6 3 tbzu.. 8_-- -----....__ 1j/? _ _ b1+f --•. .1 _. _..t .__—._ __ t .._..._ c RENTON SCh00L D 1 ':�: 4U . SI;i .L.. ' �:.:i2:.5 FOR SIERRA HEIGHTS jER EKTnN4T0i - _. .. _ - -_-- - --- _ i7:4Wct., CHIZ7 S MAY0 4 C.-....1' .":nC Eniinecra orSN7 t�' 1 1,917 tat Ave„ Seattle, `dash, 981.0'_ Let Hy: R,mten Sci:oal District No. 403 Rentlll, f:ashiugton � ' 4 i big 0pening•. APRIL 9, 1969 30 P.M. ----- j ----r-------� Uni[ lhlr - -Unit licit f- li UciL " r. r 7 i i'ri:.. 'fo_';1 ric: Pr: -rr '.ota; Price Total ! ,'nca -- _a._ i -- i_ ( -' -.-� �I'+lTT RIrE-.4 _ 41 I 1 SiVTc I a Cy Se�r P'_ve 3092 LA 2, C� r_ Sewer Pipe C-14X 3092 L.: - ' 8"W t..C. Tees 33 Each ZA Q 'xb" concrete Tees 3i Each - -� -�_ _ -- — ---- i 3 Standard +anhntrs o' deep or ^ i i i - I (4 Adr, for Each Add, Ft , of M.H. 57 P.E- _--�- +5 Pipe Bidding Material 450 C.Y. 5 Pit Run Sand and Gravel 2500 C.Y. -- -- 7 Crushed Ruck 400 C.Y. _ ---- �a Asphalt Surfacing Cl- "B" 2320 S.Y. I TOTAL (items 1 thru 8) - -- AI-dE3i.,ALE TOTAL (Item lA,l b 3 [hru B �'✓ - G;15art ]OTICE OF' HF.LHI]C. O\ 1P-� of the northwest corner p�ovit of Publication P61C'ATIO] FON FS ANC VS i Bl0,k 1,Plat of alKre H,lahtn: TO CO PATH CCT. MAINTAI-N tF+ace south,,],. along a line AAL4 OPHHa TE aBWER diawn See feet Westerly of .•nd Y4PRN. par41111 With the east IT,, rr XVTICF; TS HEREBY GIVEN xnId SeCtlon 4 a distance or 320 that an application for franchlat feet to northw,.t corn.r r,f to Construct, re.fuedn and op_ not 4. Block 4, Sierra Eelghtx; *rate DIP., To, the purees. of thence easterly Alpng 'be north TE OF iNASHINGTON, Conducting seweraa c and main- line of said Lot 4 a di.tAn,,,• tAining snit operating a newer of 76 feet to the northeast e , .pathor:y system Tor public and Private nK thereof: th,ric. (ING COUNTY—SS. Dur➢nars -11 certnln county road, along the easterly Ilne oa enla sad streets of Kill, county. LIt 4 a dietalee of 1T1.87 fee, )vashlnrt,n, for a Period or to the so,itheeat corner there- tw'enty-f1v. t96) years has been of; thence southeasterly to the tiled with the Coun,y Council, northwest ecre.r at Lot 5, the loc:t lion And ,;nt lira of the Bieck 3, said sierra Helghta: undersigned. on oath states that he is an rla.nchlae being more pa.rticularly thr l c, southerly alone the ttative of The Daily Journal of Commerce, +.wribld xs )allows: westerly line of said Lot 5 a All those Portions of see. distant. of 130.76 feet to the which newspaper is a legal newspaper tion It3 and 4, Township 22 aouth-Ott •ol,oer thereof, also Ion and it is now and has been for more North, Flange 5 Enat, W.M. ore. the south I1ne of said Blovk 3; atril"d a. founwe; thent.eesterir along the.Booth hor to the date o; publication hereinafter Be„lnnin a title of said Block 3 a Install, g t a point n rot pf •29.32 rcet To . poi., ]TO hed in the English language continuously u orh, line of the PIs, f Glen- reel wcat,rly of the want erly T in Seattle, King County, Wash1 *ton, rue, accoraeog to t+,e pint It. targir• of 132nd Avenue SOuth- rort Plitt. 7 T-si n, 84 0( fiats, east; thence *.liberty atena a :during all of said time was printed in an Cou , A 31. rgto. of feet bne 150 feet It'..lerly of and County, f the esIte 169 veer parallel to the ,raterly margin 'at the aforesaid place of publication of 'If Itiy of ,he easterly margin of Band Ar..n. Southeast . ore Daily Journal of Commerce was on the of Cnlnn Avenue Northeast distance of ISO Od feet to the(132nd Av,.,,ne southeast); northerly marggin of southeast 1941 approved as a legal newspaper by thence northerly along a Hne 103rd Street; tF.eace southeast•156 feet easterly of and parcel_ FA}. to the northwest corner of King County. del With said 350 fret more a of Tut 22, Biter* Heights Dive- alstan,e „r 1;r6 evil, mere or sfon No. 2 ae,ordina to ire a exact form annexed, was published in less, to aP ant Kxecliun ,with Plat recorded In Volume 69 ,the ensherlyrls ,productionftheof the Plate, Dag- 51, records of King a Daily Journal of Commerce, which was northerly Ilne of the Plat of County. Washington; then,, ed to its subscribers during the below Sheers Ht'gh M, drtortllhg to southerly along the went erly the Plat r e c n r d-A In Vol- line of Lots 22 and 52. eud lime 54 of I, r.i Pa q e 3, Subdivision a dlaiance of 229 81 annexed notice. a................... .records .t ll', Ce Westerly along ........ ................ Inid e; then:', ino, orlon laid I t 6 , And a e normm of g laid Tat b2, and the northern Of r-lT6CSe Ile grin._ Bala easterly .rteI,, the A dig. margin of Southeast 104th .......... ............................................ ......._............ talc- of E10 net lc the renal. St"Ot' then" suuthwwterlY to Sou margin p 12 hid Ay.nue a point on the south.rly along lsl, thence northerly y ................_.-_---...................._..................._._.......... •iota ea ld westerly margin n street at Southeast 104th Ae.tanca nt 821.24 feet to the 160 feet westerly of the westerly margin of 1b2nd Ave. ...... .............L........_......._......................-........_...._.. nnnh hne of the south one nut Southeast; then" wuth• ' ' 1(J6i�halt o[ cue northeAlt one- er1Y along a line 156 feet went_quarter or the northeast ant- err• of anfl ...--...--R........................................_......-_..-----.--......... 23 Nlet of boNorost 4, Township westerly margin of I32ntdnAr.�aJ Norm Lange 6 R.aat, TV. M.; nun Soulbesxt (lTolon Avenue ..-_............ ..............._.,..................... ................ then" Wenterl, n1onR Bald Northeast) a -tan" nt c1e north tine a 11.6,Tne of 1,2g6,11 fear, more or It.•. to the ofToo C40 feel to the 1-e-q ray a of the -rlY margin of Nonlegal 19th northeast m:e•quarler of the Street (formerly Snuth,tat northeast m1-_yuar[e. of raid 106th street); thence na, . SeChon 4,, thence southerly *tort .... --. - ._.............._.---._......... j along said w"tsHy line a dig- g Said northerly male,, a - tan,* or wo,TT feet to the al"r t° of 160 rice to tn* Subscribed and sworn to before me on Ill line of the south 1,y2o wnstrrly maraln of said Ln ton feet Of the rest one-half of on, Avenue Northeast (132nd Ave- 'r northeast on!- a Southeast); thence north- t11 � , 1 quarter of .a:d ern along said westerly line { 23 .-II ` Stellar, 4; thence easterly a1nnR . U1a[ante o! 812 feet, mar --23. y9.Y.f......................._.-.........................-..._. I Said [loth unit to a point 400 leas, to all Intersection ¢ jN Sort westery o! the east line wf th may: :nth" rotlon I: theme the westerly prof the n or rho- southe[I9 along a line 400 feet nnherlY hne of the Plat o[ `'u"a'-- ...... ..... •-•••^-..--.^-- Wvsterly 0f and pxrallnl oitn silentre; thence easterly along Notary Public for the State of Washington, uab. nest line li df stases of 180 alit westerly production and residing In Seattle. TML mare or lea* to a point the northerly line of the p-at D of olercos a distance ,( SI0 160 tsel northerly of the nprth- tact to the true pain, of t.eatn- S1errAOrly ':te Of the Plat Of said >tW_", anal, m as asvrvr tot a oucarr, PPahc 1. eerutlt.s Ping F{eigntai thFill'e Weat- LESS that orhnn 'If the a el me coa,, 1a inn state. LO aWoud cep ImT n. M W. erlr along a hne 160 tact above Jex,rtbrd area lying northerly of and parallel wltn wlrhln Lots 8 to T. Block 1,Wd apnb plat It's a dlatance Lots 2 to 6, Block Slerr*If 40a feet to a palm "" feet He1Rh[s, and thwt pertion of northerly sad 14. fast westerly 8oulheaat 103.1 6treet adjoin- Inc. The (`Ity of Renton hereby request, a Franehfse for operation f 6' Saultar) sewer Maine within the following King (•one,)•STREETS FROM '1V APPROXIMATE,NAMED DTSTANCE I b2nd Ave.$, IL it E. tooth st, S. E. 102nd St. 1290 L, s•. 8. 10, 10Ite & 132" Ave. B. E. 130th Ave. R P. 630 L. F,tb0(11 Avr. a. ic. S F. 102nd St. It E. Total at. 800 R F. L.nRaton Rd, E.Oltito, Cot 78th Av., 8. E. 12300 1, F. Nlefra IS P'111THSIR Ii1VRN, that the name If the a Dlitxnt foe Wd tran,hb 's' CITy of HENTo?C D NOTIOE Bt FURTHER CIVJ«N, that a hearing win be held upon Mid appiflatipn III the County Council In its tile. at 402 King C+Punty Cuurthince, Braille, Wasbington, al 9r30 ., m., pal the 191h day 0 June 196ti, at wirlcb tuna As Pike' any And all person. de- slMaee to be To -d In the no"er of granting sale application and hanehdan alkali it preset s1•d the Sold hearing may be continued m fro "In' to time ey nr..er of :he Council IN wtTFUSS WHEHEOP, the understated. the Clerk of the County Co0ncfl of King County, Washington, hne hereunto Set his ICIN and east tide t2th dr.y of May, 1e69. t[1N((Beat) Y COT'NCL4 (Stall By; RALPH R- t4TI21DER, hales of Puh'le.unit: May C1-rk. Y 22 end 2., 19R9. If,Sln-M) o -+PlgVoa a4 III A) P:9 ON �l uoQ at" .av4a,ntl Ilim 'aPleaS Io dIID (�"C3 '�) ^Vi 4o1V+A lv lnlal4l la yuofV fulevValna 0 alv+ 1pmo1 vVl <4) +° HNo1XUNOlH ll 7nYd j-qU+a, ae"d * IUm ,aVp14 'ootlio 'pv U. VwIt, Id Is red 9lul due 71 -a,d sa adolawue u{ pu's cloy pIQ ud puv riss,ol 1 ?Allaida un p.111w4n•aQ VlnoVs Iw bold , laamo • 1 i 'PIQ v n1e of P.4 %8 q Ps.V19 uv SP14 ul A,n , .lad Y.e - 1 44 oia ul ..It .tve idw.e oa p b aJ of a,v apuoQ a41 Valo+1 °all llewm UV due a of of V14 v a l ro l A. ale, 4l ,A on dtlro 1aa(a, of )4v1, +Vl l P',.U, -AV uaPpia a+AAasa, IuaBV fuPltlo+nd a1(y vpuo9 VP14 ,la4l us w l..Aaaul Poo to Ivd{a a1m18 puv iv,.Pad a41 01-S 4a to Iva.A.d °4l,01 d141 _AA , nbaa a,e aA4PPlU -a1Haa n1 V° 1 eaamosa, Pun VO '4nj' 'au{ll Il 'VA.. V pne .oil a a141 t awe. a4. •v apu: I .0 la q uo nlorltu'3:avtl• 0m ,alai Puv yo on.".djA.pd a-1 aul4avw Bully n. Puvl fl lualaUlno iunon,a uv u1 pus 8upreal0 a,nexa,d 4 I71—t A Iry uo l4mvl 6 PaPfZzu 11no U .l0 eul4qu,n1 a91 ,03 vel d,olnlvp •,ue •aS AVW �wP 'dYa8Nf1 Ha 'w yl 09:'/T 'W1, a a41 ul4lim 'd1I•'nu o1 do '8u1P'Ina (ad{u,unK Aq pale'H ,vI coal 01 ytiell P-MVald [,, 'Wee,°JiDun a4: a„1 866 '014 aouvuip,o a, a4 film xlvaado,d pal 1 4vnbv.sl So di1J v04 _ 'so I'vP 'fi961 'lE deK m +n llaadae+ 11041 01 'auluado V18 So °Eva weep., of d14) sa AWN oo,.u,ee V: 19 y ;a na., ,n ivfP q L 31111� •�Sl! P �$ Bose,a° (N4v aVuo4 v4.L l6WusggOQwossa+a 46iH HI of 91. Sl oa 1 `Wai� Cl Pl El It o1 Ol __-- g of C a1vQ g of 9 'Zi dvK 'voPsa 114nd 1° C oa „ V461A,0dnH i 'YIV'NMONH'V 1`191gMY'vIu (3AIS11'19HI) -foes, a9 loevea '696T '61 aunr St13GKf1H 43H03 o, to, baa4nv Palll auan AWvp n1o. OAnQi e41 uo 1.1"Aluoa eql 07 fupai o aeeluaa,ad POule]*, wdlnbO snoily. e,inboi of lltri Uui 7 010 uv uoliW�a 6u1p1AOj, 7o asodlnd a4t a i lxu alto lelvol laanGall -ON aauvuiPlo d9 Pavl,110 fulli7 4 d,olnAle e46L a uo9 no NvfaW -a4 11,14 ed uallo re Pa,dea0v ua aq .:698i P o or A aid '4961 '09 deK 3 omwl.bl peytwrt.. 7 Ao1 ev4 'U012um"M 'Po v 'uoyfut 6! io o jq,,,d aVl -an„suo0 talaeop 411 aaaa,l3 8881 'AV d.8ad) •w 'd -G.v 'an)8+1; lo.,1'S : 008 III'In voifuiVav M. A., Maanoll dxm71v71—evollnl➢• o lu.an,adea ,07 oSEE-99 al 'IPH 'i1J 041 l OA awl o I toi,lu0 IVAI vaPasd pelvW al l 7o aaU3o aVl ae D 1 ' N aPv S9o,e4 o,n1P0NVa nYsodoxa na rvs8 -A V ,teat P w 9 A a VIA O rU ICCIt1011 -,Y Puv 8upsa V Aft yutlav7'loN a41 48noaQl F •W NOf NOWYOPIMO -v,lalul)o PV iv,auaf) alvi8 aVS d VM6INi'J 619L7dME'S -.a 'u01eu14av,N I NOypNSyfYY 11M•111M3,LVra U\V "AVIVff7 iO.F.E'1O VM'L,,Vag Ja t1'11"�H o>Uel °"Y �esoaa,9IrE OF WASHINGTON, ' a6f° 6v�9 ►�v�S + i KING COUNTY—SS. The undersigned, on oath states that he is an authorized representative of The Daily Journal of Commerce, a daily newspaper, which newspaper is a legal newspaper of general circulation and it is now and has beLn for more than six months prior to the date of publication hereinafter referred to, published in the English language continu'usly as a daily newspaper in Seattle, King County, Wash,ngton, and it is now and luring all of said time was printed in an office maintained at the aforesaid place of publication of this newspaper. The Daily Journal of Commerce was on the 12th day of Julie, 1941, approved as a legal newspaper by the Superior Court of King County. The notice in the exact form annexed, was published in regular issues of The Daily Journal of Commerce, whi--h was regularly distributed to its subscribers during the below stated period. The annexed notice, a...... ........... ........ ................. ....._Notice.-o£..Franchise .lieaYing l.e.artp&................. _............................... ...................................................-................_.._-. waspublished on ............................................................................. ...............Mom..�.1•._x3.�...its 61 ................................._..._---------- ................ _._..... . .. . . ......_. Subscrited and sworn to before mi on MiW21a U.4 ............................................ ...... ................ NoMry Public for the Htato of Washington, nelding In Seattle. uou nrna O31.a&) .ate•--"ii ehaa e.l M e...e.r, to, a nelur VUMY a alatt"M An a, w ae aW ix of W Vat e.url• N .Ids M., w •M ad so �aaasv K G. IItltJb W�") Nt0$ Rill,jlr 111HARINt ON AP- Iho uorthue t t"i n,r of- . Fyyll"ATt O\ FOIL IIIIAN('III"! 1 1 l I lot t 6 e , 11 h,l tx; 10' 'A.2I R1CT' MtIN'l'AI\ I rlY ii 'u t ,InO AND dr1 RATE tgt1WER 11 r t oi, bond ' p1I•Hk, E _ 61 I d io I 1 NOTICIO'LS'HEII""Y GIVIM a t o, a t diet,ot, r , 'that Pprtapplloatlon. -r franchise Lof0t, to oorthwent raruur of !to 'r.APWCuela'main....n and op. _Lot 4. Block 4, Werra Iidsbws ivrato pipeb for the Durpena Pf - thence easterly along the rortb ppaldUctiag sewerage and mat^- line bt,aaid lot 4 a distance Lain l:.g And operating a Sevier of 7SVet'tc the northeast cor- �tystsm for public atld private not t serot; thence xoutherly D'rDe6C. On Oerta!n county ro..ds a!In the easterly lino of sold -Od streets of Icing County, Lot 4'a dlalanrn of 171.87 feet ' j Washington, fur a period of to the southeast corner thrrc- twenty-Cv' (25) yeah has been Of; thence sm•theaslerly to the ,tiled will, he County Council, northwest corner of Lot 5, the'loea'ton and nature of the Work 8, said Sierra Ilelghte: 1 thcrce southerly nioflr the f ow3rldao befog more particularly waalerly line of said l.ot 5 a descAll tie follows: dietetics of 130.76 feet to the All those porUoay of Sea'- aouthetisl Corner thereof. also Ilea d83 k and 4t�Township ='3I I.,o south line Of said Eloek 3; o Nrth,'Range 5 art, W. M. its- lhtacr easterly along th.--south iscribed as follows: line of ,aid tlluck 3 a dtstw,re > Beginning at a Point en the 1( 524.32 feet to a Onto'. 150 north line of the Plat of Glen- feet westerly of the weatrrly Cna according to the Plat re- margin of 13,nd Avenue li,mth- A�QQriled- Ill Volume S4 of Plats, east; thenoe southerly along a ges 87 S 99, recnrdx of King line ISO felt wear Orly of and Cmmiyy, \t'nsb na tun lio feel pan.ilrl to lilt- ntawrly trlar6m esaae% of the easterly margin of ISdnd Avenue Southeast a e Union Avenue Northeast distance Of 120.00 flit to We I739nd' Avnn.ur Southeast); northerly margin of Soultraat thence northerly along a title 103rd Street: thence wathtmst- ' 150 feel easterly of and paral- erl>' to the nvrlhwet,t corner lei with xa'd easterly margin a of Lot 32, Sierra Ilrtght. Divl- disWnae Of 1,360 feet, more or ,inn No, 3 avrording to the less. A0 an Interse,tlon with Plsl recorded in Volume 59 of the easterly production of the rias, page _ records of King northerly Elie of the Plat of ' County, Waahlnslnn; thence Sierra Heights, according to so.Ibcrly alon^ the aeateriy the Plat recorded In Vol-I line of Iota 2. and sold nine nl of Plate, Page 3, Subdivlis,In a distance of'3981 rect•rds of King County. Wasb- feet en the soutbeast earner of i ington, theatrele westerly along sa r,5t 51, nail the northerly said osalet4y extension a dis- imirttli of Southeast 1041h lance of 210 feet to the west-. •.,Sl:esq vhence somhryobteriy t Orly margin Of IJLnd Avenue - &•point on the eoUrherl)) Southeast ., then,- northerly anaral of Southeaasst, VHIh along Bald-westerly utiargin a Serest ISO fiet wealeily of the dalliance of 841.21 feet to the westerly margin et 131nd Ave- north •Ise Of the south nno- line Sou U:east, thence south- 'half 'of the northeast one- rely Along a line 160 feet wrat- uuarter of the northeast one- erly of and narallel with file •o .'rt r of Section 4, Township westerly reargla of 182ad Ave-. 23 North,Range 6 East, W. M.; nips Southeast (Union Avenue theaeo Weaterly along said Northvaall ■ dlstam:r of C40 north line a distance of 1,286.11 le-t, more be leas,to the north- feet to the .veatetiy tine of the erly margin of Northeast 19th northeast one-gunner Of the S t r e e t (formerly Southeast northeast one-tluartar of had 106th Strretl: thence e:l,trrly Section 4; thence e.yaheriy nioog said northerly' margin a V� said weatCr}y lint II dIP- dialonce of tdp feet In the it t4:10.17.feet o the oe«terly margin of enid Union north lilt li of the south 1.220 A"..ue Northeast (132ad Ave- feet or the erxt one-half of the m.e B,uthelisti; thence north- ' north,ist Ime-gnarter of said ,riy along said westerly line Seetlnu 4; thence.&at•rly along it distance I 312 feet, o more r said rorth line to a point 400 less, to an tnteraertlnn with feet westerly of the east line the u,.terly production of the { of ` said section 4; thence northerly Imp -of the Plat of 4 aauth"19 along a line 4" feel Glenoco: thence easterly along tveeterly' Of and parallel With s.ud westerly production and raid east tine a dtalanea Or 180 the northerly line of the Plat feet, more or less, io ajpo5ot of Glrnroe a distance Of 210 ISO felt northerly of the north- feet to the true point of begin- erly line of the Plat of lald ning. Sierra Heights: tbeviee• well. LESS loaf Dn"].a of the oily along a tin. UO seat show, deecrlht-A urea lying northerly of and marallil with -w ltllln hole to Block 1, said north plat line A distant. Iota ", to 8, Block 2, Sierra of 406 feet to A point ISO feel ifelghts, and that porliml of 1lertl Orly and 150 feet westerly I Southeast 10114 Sire et adlnm- --- Inc. The City of Reston hereby requrats a Frnnchise for operation. of 8" :9:udtary Sew,? Mains within the following King County STREETS' APPROXIMATE NAMED FROM TO DISTANCE 112nd Ave. S. E. S M. 108th St S. E. 102nd St, 1200 L F. S, E. Wall St, 132ad Arc S. E. 13oth Ave. :. H. 630 L 11. 130th Ave. S. E. S. ,. 102nd St S. E. IOlat SL_, a00 4 P. Langston Rd. Ex oGtig City 78th Ave. 8„0. 1.00 L F. Limits of Renton NOTICE IB FURTHER GIVEN. that the puma of tho apPll,and for said fr:,neblae hr VITV Or RENTON'. NOTICE IS FUIITHER GIVEN thn' a heating t4111 be field upon said application by the County ttoon'll.la its office at 40o Icing county Co.irthouse. Beattie, Washington, at P:30 a, in, on the I6lh day of Jute; 1960, at whlth lime and place any an. all persona de- siring to be heard In the matter of planting sold uptIlication and franchise shell be present and the •ald hearing nay be continued trots elate to tlmo'uy owner of the Council. Ui WITNESS WHERF70r, the underalgm,d, th.: Cierit of the County Council of King County Nashington, has h,reutlto set his hand and seal this 12111 day of clay. 1969. IUNG COUNTY COUNOII. , I SeU) s By: RALPLI It ST1:NDF:It Clerk. I Dates of Pupliration: May 29 and 11, 1969. - /G016-xp , n11ut''aepoedeDd 'aleV1 pi 'Auuodo Pin ae "Id d awes o41 weap�l of A;4a 6l 6 w * ' 14 M 3o u0p.dc ao,ln'nll @ Q 1S O 3 VL I19it, 04 nIn.9Pyo4 ovY �11D@ +S p _ •6ulucalo ( ssaad 461 '4l' 07 YI El.of 9i ll of OT OI{teas !O {!) - a =--- ul 9 A, - _;uonthngnd to alga 't6aoaI iAna Iq,/ '(9A7F17.1JN1) -Hoaal on 1Vuuen '6961 -61 actor Fil'jujlAlNAI&09 o1 1o#nbas4nV Pell; quell AUY -alvp q luoo ,en c,Al!:) a47:ononl a41 uo ao101llu00 941 0 3u Hun 1 6uawdinba enolae.a alinbal uI In,, , , iWIVI,°Pus cuajty Iry t3 HulPlnold Se 9godmd Vill alll ).oil 8He anj enllaella ".04 B69 ;08 yauenlWo An P 11 3o guild 4l ,oe „6961 umpeon uon9Hlly0 a4 pelted UaM AaolnlvA eyy uao Po11w11.. ;o enlen aldd -69SI -o; Ae34 ;o ca Valdgmw tsd 1 0 oeu as nd a41 101."al •uo1Hu14oeAa V00'auun11 ' h0'06f 3 4 -anloauep tgeeo, 41ns no,.III 4961 uo(astil)sof `ul 'd -4a1-11 all;va8 Ioo4a8 lqa.:. 7!. ueuo na.+yn•1r—cuoPn na I, v0 6 111 li uII IV q9M 103 u ueWlavdatl l03 JoL:-99 bewI il*H Al7J oUl to n1a1J -ul 3 1 D 4 f a::a.tal at0 30 aai;;o etn 1st Baal,,. oN 1•nel uo le 1*In 'nl.^r1PN Iia b";VQ>•l�,"A a'ris -u{ Ilu saein Ptt Any-ta4 # yV Pus Hula tamen,L SVu{l v���ueji NI 'gt161H1 No, AO a41 4Xuoatll Vue An -W 19p11""'Y ,e.,uao ;u lnawllvd 7VA(OV39 s1:W.'P,1 -aa •..IAU14ge.1a 3o elels aqL XO40XIHSYA. X3M•111113.YYM OX\ d ' 'pV;lbssbl 0 A.L1O Oa. 3JI.i3O d'3VH 41MOII ,do 3JId.04 TIIUL:11"ILLXlX1II.lH ----- aoueld40W loealuoJ At of Publication 3.;e oleo .SPIG 10a4�5 JSOANIA �1ul ool6ulgsehl {o aleis STATE OF WASHINGTON, KING COUNTY—SS. The undersigned, on oath states that he is an authorized representative of The Daily Journal of Commerce, a daily newspaper, which newspaper is a legal newspaper of general circulation and it is now and has been for more than six months prior to the date of publication hercinufter referred to, published in the English language continuously as a daily newspaper in Seattle, King County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of this newspaper. The Daily Journal of Commerce was on the 12th day of June, 1941, approved as a legal newspaper by the Superior Court of King County. The notice in the exact form annexed, was published in regular issues of The Daily Journal of Commerce, which was regularly distributed to its sutscr:bers during the below stated period. The annexed notice, a................ ......................... ... --....t�ElaIiING._4P]..rl'PLIGl,TI(lI�i..EOP...i.BADiCHISE....... ................................ ......... ...................................I..............._............... was published on ......I1ay.. ........................... .".......................__.........._............._......................----...._....._.............. ............ ......._........................................................................................ ._.... ......_ .................... Subscribed and sworn to before me on Nits" Public for the State of waahingtou. residing In aoagie. (X tN: 1kT1 41.11.M Hats— I Well oe1 be nett tar a burr Du6ba In ssfull" as "tL b b w,11 i0 ew et .he ¢ la this Haw. W .q d an Imarsldat N Lis Hilrul swl—"1 June 5, 1969 Mr. Rudolph Seppi Renton School District No. 403 Administration Building 1525 N. 4th Renton, Washlnnton 98055 Dear Ruddl : Attached please find a billing from the Daily Journal of Conmarce for publication of the Notice of Hearing for the Sierra Heights School sanitary sewer tranchlse. This bill should be paid by the School District, as It pertains only to the Sierra Helqhts sewer lino. If you have any questions concerning this matter, do not hesitate to call . Yours very truly, RLH:mj R. Lyman Houk Fngineerino Department { a eritQ- (Established 1893) .� 83 COLUMBIA ST. (h1Aln 2.8272) SEATTLE, WASH. 98104 Date---- City of Rentor: Attn City Engineer City Hall Renton, Wa 93055 *'otice of Franchise Hearing #6515-11 II 213 lines @ 451� per line 98.10 213 lines @ 40p per line 37.20 1 $185.30 Published May 22, 23, 1969 II JOHN T. 0IIRIRN A ED MUNRO :OHN D SPELLMAN COMMIEEIONTR, FIRST DISTRICT COMMIE>IONCRI SECOND DISTRICT COMMIEEIO NER,TN IML OIETRICT KING COUNTY COMMISSIONERS 402 KING. COUNTY COURT HOUSE SEATTLE. WASHINGTON 98104 RALPH R. STENDER May 14, 1969 CLINK OF THE ROARO City Engineer City of Renton Renton, Washington 98055 Dear Sir: The King County Council in regular session on May 122 1969, approved the report of the Acting Director of Public Works, Utilities and Transportation in the matter of your franchise and set the date of June 16, 1969 at 9:30 A. M. for hearing in this matter. Attached hereto is a copy of the Notice of Hearing which will be published in the Daily Journal of Com- merce on May 22 & 23, 1969 and billed direct to you. Very truly yours, K;ph UNTY COUNCI Sten , erk RRS:mdl l Attachment f NOTICE OF BEARING GA APPLICAT:' TO CONSTRUCT, h',AINTAIN AND CP.:.:..'. .. NOT CE IS IISRTa?Y 0'v,^•,N, that ?n nnn . Chise ( Cut3a L1•UCL, wu illLain all.. pose of conducting sewerage and maintaining •...... sewer system for public a::d private purposes 0.. _.. county roads and streets o: L:n Co1nLy,period of of twenty-five (25) yea:•s has been fiiod County Council, •the location a:..i nature of t:;a -* _. _. being more particularly doscrit;.:d :is follows : portions 0f Sections 3 and ?. dascrice� as follows: =r`` ..... ..g at a paint On the north Ii-.e 0: the t0 Plat recortad in Volw,:a 84 of Plats, Pages 27 - C::c,,ty, Uashington 1cC feet easterly of the easterly mz.- fortheast (132nd Avenue Southeast) ; thence northerly along e_-starly of and parallel witn said easterly margin a distance cf lass, to an intersection with the easterly production cr ::ne of the ; •a, of Sierra Heights, according to the Piat raccrc :. 54 of Plats, Page 3, records of King County, Washington; 6::acca ._. sa'.d easterly extension a distance of 210 feet to the westLr:y m:.r- 7-.venLa Southeast; thence northerly along said westerly raarg ... a c•___•.__ 821.24 feet to the north line of the south one-half of tt.a :�c. of t;:e nort;:cast o..e-quarter of Section 4, Township 23 Nor': t::enca westerly aic..c said north line a distance o, 1 ,2��. . . :._. iv line of t:le northeast one-.^•darter of the northeast S<ct'.en 4; thence Bout"erly along said westerly line a dist.-nca c", to the north line of ..:e south 1 ,320 feet of the east one-czif cf a-c,uantar of said Section 4; t:.ence easterly along sail crth • ••• .l-C feet uesteriy of t.,e "st line Gf said °oet tee. ca sc. feet westerly of and parallel with said east line a d s._:• or lzss, to a point 150 feet northerly of the nort,-,ariy sal Sierra :ieichts; thence westerly along a line 150 feet para;:el w't:: said north plat line a distance of 400 feet to a -- nor;;: rly c.d 150 feet westerly of the northwest corner of 31oc:: Ii Sierra Heig ts; thence southerly along a line crawn :.53 feet parallel with tine east line of said Section 4 a distance of teat to nc. west corner or Lot 4, Block 4, Sierra Heights; glance easterl, - ' ng the -•"• line of said Lot 4 a distance of 75 feet to :he northeast corner . 1'h.arly along the easterly line of said Lot 4 a distance of 171 .8'1SOL - scLt::etst CO-,;,-" thereof; t`•ence southeasterly to the nort, ::as- cc. Sloc,< 3, said Sierra Heights; thence southerly alcr.g Lot 5 a distance of 130.76 feet to the southwest corner tf:er `.ne of said 11ock 3; thence easterly along the so-, 'line Cf 6L: .•�+�-� distance of 529.32 feet to a point 150 feet westeriy of the uaste:^:y :..a'. 1 211d Avenue Southeast; thence southerly along a line 150 feet :; :_r'.y parallel to the westerly margin of 132nd Avenue Southeast a dtsta.:ca 07 treet; thence o the northerly margin of Southeast 103rd St s0 aas t::a northwest corner of Lott 22, Sierra Heights Division No. 2 accorcing .: Prat recorded in Volume 59 of Plats, page So, records of King Co:.nty, --as:,'•'. thence southe.".y along the westerly line of Lots 22 and 52, said SLOuiViSll; c distance of 239.81 feet to the sc ,theast corner of said Lot 52, and the r.,: _—.Z "- ly margin of So -heart 104th Street; thence southwesterly to a po;.a on t.:, southerly margin of Southeast 104th Street 150 feet westerly of t.:a I;estar. margin of 132nd Avenue Southeast; thence southerly alonn a line M `c westerly of and par:alel with the westerly margin o'r 13l c, r1var.Le So,.. _ (Union Avenue So,-Lheastj a d:S,dnCC Uf 640 :CCL, more or northerly inargin of Northe"s 19th S_reet (fur.;^rly Soc'`eest thc..ce eascar.," along said :orthcr. ... a cyst r.CC c' ,50 w_aster.y margin of said Union Avc.:ue Northeast (1.:',1d ;,venae northerly along said westerly line a distance of 312 feet, more or . _cs, i..te^section ,with the westerly production of the northerly line of the Pla cf Glencoe; thence easterly along said westerly production and the nortrerly iine of the Plat of Glencoe a distance of 210 feet to the true point of beginning. LcSS that port'.on of the above described area lying within Lots 2 to 7, Block 1 , Lots 2 to 6, Block 2, Sierra Heights, and that portion of Southeast 101 St. Street ad.joining. _hc City of Renton hereby requests a Fra^.c.-ise for operatic: 8" Sanitary Sewer Mains within the following King Cou--ty Streets ?;arned From ro _�-•_____ 132nd Ave. S .E. S .E. 106th St. S .—. 102nd St. 1_C� 1:2nd St. 132ne Ave. S .E. 130th Jve. S .::. 6:3 1._ . 130tli Ave. S .E. S .E. 102nd St. S .F. 101st St. 33J L. Langston Rd. Existing City 78th Ave. S .E. Limits of Rencon NOTICE IS FURTHER GIVEN, t,.at the na^e of the applicant sop said franchise is: CITY OF REN.ON. NOTICE IS FURTHER GIVEN, that a hearing will be held upon said application by the County Council in its of.�ice at 402 King County Courthouse, Seattle, Washington, at 9:30 A. M. , on the 16th day of June, 1969, at which time and place any and all persons desiring to be heard in the matter of granting said application and franchise shall be present, and the said hearing may be continued from time to time by order of the Council . IN WITNESS WHEREOF, the undersigned, the Clerk of the County Council of King County, Washington, has here- unto set his hand and seal this 12th day of S.ay, 1969. KING COUNTY COUNCIL By: Ralph R. Stender, Clerk Page Two. r In tho mnttor of thn application o.i .Y or RENTON to j-&-y doein, cori,i. uct, mai6Ln ri and operato (a sewer system. FRANCHISE No. 6 Z D KING COUII`1'Y WASIIINGTON CITY OF RENTON granting; franc},i.so rights to!_�__� , for Power system installation, maintcn- anee Ft.nd operation: The application of CITY OF RENTON T ..— Grantee, fora frt.eCi'.iSC t0 lay aOIJtl, COnS t m trUC , aint.a.i—And n operate systom aloe ;, under and across county roads, stroets , avenues , boulevards, alleys and public laces, her . :,aft described, having coma: regularly to be heard on this 0 day of u � / , 19 , and it having been made -�-- -- - ca to appear to the }(ing County Couri,� , eina.l`ter called the "Council" that All of the said streets, avenues, boulevaia�_ , alleys, public places and public roads and highways lie outside the limits of any incorporated town or city, and that due and legal notice of said application and of the hearing thereon has been given by posting and publication, and in the manner a[id as required by law; and said Council having considered sai3 application, and being advised in the promises : � , l NOW, THEREFORE, King County, Washington. pursuant to 0*64rscefe" IZo• Z� duly and regularly enacted by its Council on th n day of hereby grants to said__( J�11_ _ hereinafter called the Grantee , and L it:�, successors and assigns , subject to all the terms and conditions, hereof; for the term of 3 from the date hereof, the right, privilege, authority and fra is© 1'or itself, its successors and assigns, to lay docan, construct, maintain and operate a sower system along, under and across the following, county roads, streets, avenues, boulevards, alleys , public places and public roads, together with all necessary equipment of every sort necessary. The location and nature of the franchi.sn being more particularly described as follows : (See attached description) i i f I f , All those portions of Sections 3 and 4, Township 23 North, Range 5 East, W.M. described as follows: Beginning at a point on the north .line of the Plat of Glencue, according the Plat recorded in Volume 84 of Plats, Pagcs 87 Z 88, records of King County, Washington 150 feet easterly of the easterly margin of Union Avenue i Northeast (132nd Avenue Southeast) ; thence n—therly along a line 150 feet easterly of and oarallel with said easterly margin a distance of 1 ,350 feet, more or less, to an intersection with the easterly production of the northerly line of the Plat of Sierra Heiyhts, according to the Fiat recorded in Volume I 54 of Plats , Page 3, records of King County, Washington; thence westerly along I said easterly extension a distance of 210 feet to the esterly margin of 132nd 1 Avenue Southeast; thence northerly along said westerly margin a distance of 821 .24 feet to the north line of the south one-half of the northeast one-quarter of the northeast one-quar+ar of Section 4, Township 23 North, Ran- ; 5 East, '.1.'1. ; i thence westerly along said north line a distance of 1 ,286.11 feat .o the wester- ly line of the northeast one-quarter of the northeast one-quart_r of said Section 4; thence southerly along said westerly line a dis:.::�ce of 490.77 feet to the north line of the south 1 ,320 feet of the east on,.-half of the northeast one-quarter of said Section 4; thence easterly along =aid north line to a point 400 feet westerly of the east line of said Section thence southerly along a line 400feet westerly of and parallel with said east line a distance of 180 feet, more or less , to a point 150 feet northerly of the northerly line of the Plat of said Sierra Heights ; thence westerly along a line 150 feet northerly of and parallel with said north plat line a distance of 400 -.-eet to a point 150 feet northe 'y and 150 feet westerly of the northwest corner of Block 1 , Plat of Sierra Heights; thence southerly along a line drawn 800 feet ,:esterly of and parallel with the east line of said Section 4 a distance of 320 feet to north- west corner of Lot 4, Block 4, Sierra Heights; thence easterly along the north line of said Lot 4 a distance of 75 feet to the northeast corker thereof; thence southerly along the easterly line of said Lot 4 a distance of 171 .87 feet tc• the southeast corner thereof; thence southeasterly to the northwest corner of Lot 5, Block 3, said Sierra Heights; thence southerly along the westerly line of said Lot 5 a distance of 130.76 feet to the southwest corner thereof, also the south line of said Block 3; thence easterly a,cr,g the soutk line of said Block 3 a distance of 529.32 feet to a point M) feet westerly of the westerly margin of 132nd Avenue Southeast; thence sout`•_rly along a line 150 feet t•,esterly of and parallel to the westerly margin o' '.32nd Avenue Southeast a distance of 120.00 feet to the northerly margin or ;outheast 103rd Street; thence southeasterly to the northwest corner of Lott "_" , Sierra Heights Division No. 2 according to the Plat recorded in Va ui—,e 59 of Plats , page 55, records of King County, 'Washington, thence southerly along the „astcrly line of Lots 22 and 52, said Suodivision a distance of 239.81 faet to tha southeast corner of said Lot 52, and the norther- ly margin of Southeast 104th Street; thence southwesterly to a point on the souther"_, margin of Southeast 1G :h Street 150 feet westerly of the westerly i i 2. margin of 132nd Avenue Southeast; thence souLl;_rly along a line 150 feet westerly of and parallel witii the westerly margin of 132nd Avenue Southeast (Union Avenue Northeast) a distance of 640 feet, more or less , to the northerly margin of Northeast 19th Street (formerly Southeast 1Cu01 Street) ; thence easterly along said northerly margin a distance of 150 feet to the westerly margin of 'said Union Avenue Northeast (132nd Avenue Southeast) ; thence northerly along said westerly lice a distance of 312 feet, more or less, to an intersection with the :,esterly production of the northerly lire of the Plat of Glencoe; thence easterly along said westerly production and the northerly line of the Plat of Glencoe a distance of 210 fret to the true point of beginning. l LESS that portion of the above described area lying within Lots 2 to 7, Block 1 , Lots 2 to 6, Block 2, Sierra Heights , and that portion of Southeast 101 St. Street adjoining. r The City of Renton hereby requests a FrancI - for operation of 8" Sanitary Sewer Mains within the following Ring County Appro.; '_ Streets Named From To Distance 132nd Ave. S .F.. S .E. 106th St. S .E. 1C''_'nd St . 1200 L.F. S .E. 102nd St. 132nd Ave . S .E. 130th .ve. S .E. 630 L.F. f 130th Axe. S .E. S .E. 102nd St . S .E. 101st St. 300 L.F. Langston Rd. Existing City 78th Ave . S .E. 1200 L.F. Limits of Renton y ' s � 9 I i i i l I, f C` k r I-k. `.�+Y f + Sower Franchinu /^ Page 2 l ';'his f_ nchi.so :in grant•od upon tho following oxprosr: t.a ;•,;r and conditions, to•-wit•: 1. Wheuovcr" any of the street:;, avenues , alloys , county rond:: or public plrces ; as designatod in this frauch:i.so, by rounon of tho sub::cyuo.j incorporation or extonsion of n:uno of any city or town within the torri'.r,;,y lrcreinbcforu described, shall fall within the City or Town lim:ite, thou all the rights, privileges and franchise heroin granted shall terminate in respect to said strocts , nvonu(;s , alleys, County roads and public places so annoy.ed . And in the event the terri cry covered by this E;ront shall at any timo { during the term of this franchise be i.nclu .ad within the territory of" an incorporated city or town, the authorities of said city or town shall hr-.e the right at their discretion to acquire by purchase or cond.mnation, any or all bf such sowers, laterals and equipment, etc. , compri-sine the grantee ! sewer system, at a price to be based upon the reasonable value of sarue at that time, without any additional value for the franchise or any utvexpired period thereof. 2. The Grantee shall have the right and authority to or`cr upon the above montion3d stroc:ts, avenues , alleys , county roads ana public places for the purpose of ecnstruction work, making extensions of main: and laterals , con- necting sarao with service pip , from abutting p-operty, repair equipment, maintain pod operate said line, . 3. All construction and installation work wheni crossing county roads, streets } or alloys outside of the corporate limits of any incorporated town, to be under the supervision t :d pass the inspection of the King County Dir ')etor of Public Works , hereinafter called the "Director". 11 . The Grantee, its succossors or assigns shall commence construction work under this franchise witnin six ( 6) months from and after the date of pas- sage thereof; if, at the end of five (5) years fro.n and after the grantin7 4 of this franchise, the Grantee, its successor: or assigns , shall not have laid, constructed and nave in operation upon any of the streets, avenues, alleys, county roads or public places as herein designated, then in that event the rights heraby conferred upon the Grantee shall copse and termin- ate so far as unoccupied streets, roads, etc. , are concerned. i 5. The location of sewer pipe, laterals and appurtenances, their depth below surface of ground or grado of any county road, street, avenue ; alley or public place , shall be determ4ned and fixed by the Dire^tor and before any work is done by the Grantee ur 'er this franchise it shall first file with ` the Director an application for permit to do such work., accompanied by blue prints (permit form and blue paints in triplicate ) showing the posi- tion and location of all mains, laterals and extensions , sought to be con- structed, laid installed or erected at that time , showing their relative position to existing county r_ad, straot, alley, right of way or property lino upon prints drawn to scale, designating said roads or streets by their names and numbers, showing widths of same , giving outline of local improve- ments, such as sidewalks, curbs , gutters, should rs of roadways , ditches, paved roadways , roadways to property lines , turnouts, parking strips , tele- phones or electric distribution poles, water pipe lines, etc. , as may exist on ground sought to be occupied. The Grantee shall specify the class and type of materials used shown in detail plans , equipment to be used and mode of safeguarding and facilitating the public traffic during construction. All suc�. m0 erial and equipment shall be of first class of its type and kind anc manner of excavation, )nstruction, installation, backfill and te:,porary structures as traffic turnouts , road obstructions , etc. , shall meet with tee approval of, pass all requirements of and be constructed under the sLpervision of the Director. The said Grantee shall pay to the County all cost`; of and Expenses incurred in thrr examina"o n, inspecti.or, ar.i suporvisi.o-• ;f such work, on account of granting of said permit. { , i . nY.. �...�i W ..�v.. w ... ...w+...�.b .ia r•rrw �^- n,...w r.�MMiGMMbY. Seek-r•r'ra.nehisc Pag-6 3 6. The Grantvc• shill leave: nil streets, avenues , alley:: , road:: or public places after 7;.yiul, nn(1 iristal.liiig mnin:: and doinr,, construction work mak- ing ropnirs to cquipmni,t , etc . , in an good and safe, condition in all re- spects n;, tl,ey wore in hr.•foro the eomnio tic oieont of ,such work by the Grant i t:s a,,,ent:, or contractors, or when such work has mot with the approval of the Director. In case of any damage to said streets, avenues, alloys , county road:: or publl.c places , or to paved or plankod roadways, turnouts, putters , ditches , wood or concrot:e walks, drain pipos , hand or ombankment rail,,, brides , trestles, wharves, or landin,;s by the Grantee, the said Grantee agrocs to immediately repair said &imal;o at his own sole coat and export e. The Director may at any time do, order and have done any and all work considerod necessary to restore to a safe condition any such street, avonu ,' alley, road or public piano left by the Grantee or agents in a condition dangerous to life or property and the Grantee upon demand .sliall. pay to the :;aunty all costs of such construction or repair and of doing such work. 7. The Grantee herob-- ai,,rcos for itself, its successors or assigns, to pro- tect and s.:ve ha.r:nlc._s Yin.- County from all claims , action3 or darrmF.es of every kind and dos^_ription which may accrue to or be nufforod by any poro^n or persons, corporation or property by reason of any faulty con- struction, dcfactive material or equipment or maintenance, or by the improper occupation of said rights of way, by the said Grantee or by roasen of tho negligent, improper or faulty manner of safoguarding any excavations, temporary turnouts, o_ inefficient operation by the Grantee of sewer pipe linos over said streets , avenues, alleys , roads and public places as horeinbeforc designated and in case that suit or action is brought against the said King County fc- damages arising out of or by reason of the above-mentioned causes, the Grantee, its successors, or assigns, will upon notice to it or them of the commoncemont of said action defend the same at its or their sole cost and expense and in {{{ case ,judgment shall be rendered against King County in suit or action, will fully satisfy said judgnorit within ninety (90} days after said suit or action shall have finally been determined, if determined adversely to King County. The Grantee hereby agrees, for itself, its successors and assigns , to repair any damage to the county roads over which it holds a franchise, and all other county improvements caused by the failure of the Grantee' s work during the life of this franchise . Failure on the part of the Grantee to promptly repair the damaged work upon notice from the Director to do so, shall be warrant for the county to make the necessary repaira and charge same to the Grantee. Acceptance of the work by the County at the time of completion shall be no defense for avoidance of this covenant. PROVIDED, that the Grantee, its successors or assigns shall have the right to employ its or their own counsel in any cause or action and be given the exclusive management of the defense thereof. 8. The laying, construction, maintenance and operation of said Grantee 's system of sewer pipe, laterals, service pipe; etc. , granted under this franchise shall not preclude ring County, its accredited agents or its contractors, from blasting, L ding or doing other necessary road work contiguous to the said Grantee' s pipe lines , provided that the Grantee shall have twenty-four (24) hours i.etice of said blasting or excavating; in order that said Grantee may protect his lines of pipe and property. 9. If at any time King County, deeming it advisable to improve any of its streets, avenues, alloys, county roads or public places, as horoinboforo designated, by grading or regradin a, planking or paving same, or altering, changing, ropairing or roimproving same , the Grantee upon written notice by Yi.nW County shall, at his or their own expense , i.mnediatcly so raise , or ri4':J ni:l line of pipo0 to eonforn, to sucl% ne:7 :.d.,., as may be ostablishcd or place said pi.;), in such location or post ion ,Is shall cause the least interforence with any such impro•ements or work thereon as contemplated by King County and the said County shall in no wise be held liable for any damages to said Grantee that may occuv by reason of tlje county' s improverier,ts , repairs or maintenanco or by the oxorciso of any rights so reserved in this section or grant. �eiaer' P%ranchise Pagt; ll If Y;:ng County ;;hall improvo such aI.rocts, avonuos, alloys, county road; or public places, ('-"'("too shall on written notico by )(:i.ng County, at Its own expense, r'op.laco such pipe or, pipos as mny be in or threu;rh the i.mprovec) sub- grade of such improvcmwnt with pipe or pipos of such matorial art shall conformv to the specifications for the i:,,,>rovoment of such stroots, avonues, alleys, county roads or public places. 10. Hofore any work is porformod under this franchiso the Grant-on shall rofor- once all monamerits anti markers of every nature relating to :subdivision ; plats , h� ghway and all other surveys . Tho reforcuco points shall be so locatod that they will not be disturbed during tho Grantee' s operation:; under this franchise . The method of referencing thoso monumonts or ot:hor, points. to be referenced shall. be approvod by the Director before place- moat. The roplacemenf of all such monuments or markors,.disturbod during construction shall be mode as expeditiously as conditions permit and as 6irected by the Director. The cost; of monumonts or other markers lost, destroyer], or disturbed, and the expense of replacoment by approved Menu- ma nts :hall be borne by the Grantee. A ccmploto sot of refcrenco totes for monument and other ties shell be filod with the Director. 11. This trant or privile,;e shall not be d-cmed or held to be an exclusive franchise . It shall in no manner prohibit King County from granting other franchise of a Like nature or franchises for other public utili- ties over, along, across, under and upon any of the streets, avernzes, alleys , roads or public pli•.ces as heroin enumerated, and shall in no wise prevent or prohibit Ring County using any of said streets, roads, etc. , or effect its jurisdiction over them or any part of them, will full porter to make all nece:- .ary changes, relocations, repairs, mainton- ance etc. , of same as they ray deem fit. i 12. All the provisions , conditions , regulations and requirements herebin con- I tained shall be binding upon the successors and assigns of the Grantee and all privileges of the Grantee shall inure to itself, it successors and assigns equally as if the, were specifically mentioned wherever the Grantee is mentioned. The Grantee hereby agrees , for itself, its successors and assigns, to re- pair any damage to the county roads over which it holds a franchise, and all other county improvements caused by the failure of the Granteo 's work during the life of this franchise. Failure on the part of the Grantee to promptly repair the damaged work upon notice from the Director to do so, shall be warrant for the county i to make the necessary repairs and charge same to the Grantee. Acdoptance of the work by the county at the time of completion shall be i no defense for avoidance of this covenant. 13. If the Grantee, itself, its successors or assigns, shall willfully violate, or fail to comply with any of the provisions of this Frant, or through willful cr unreasonable neglect fail to heed or comply with any notice given the Grantee under the provisions of this grant, then the said Grantee, itself, Its successors or assigns shall forfeit all rights conferred hereunder and this franchise may be revoked or annulled by the Council. 11t. Yin County County roserves for itself the right at any time upon a forty eight (118 hours written notice to the Grantee to so change, amend, modify or amplify any of the provisions or conditions herein enumerated to conform to any state statute or county regulation, relating to the public wel- fare, health, safety or highway rogulation, as may hereafter be enacted, amended, adopted, chanced, etc. , end this franchise may be terminated tit any time it same is not operated or maintained in accordance with its prov:* slnn, or ut all.. :,ever 'ranchiso � 1 If within thirty ( 30) days after granting of th9s franchise the Grcntco horol n shall. have failed to s1f•;n written acceptance of aamc, then the: herein grioitod right,: and pr.ivileges shall be doomed forfeited and be 1 declared null and void. Dated this ._ (Ty Of-- KING COUNTY�CNCIL I3 QQ �`�y�{/��Ci��/j ��� / � �6'.�lYT/yl{yl airman I i i i 1 � le ) of the Council G I 1 t The undersigned hereby accept: all the rights and privileges of the above-granted franchise subject to all the terms , conditions , stipula- tions and obligations containodtherein. Gr 1 bN R6; 'Giv 5oerct y Dated this day of_ 196 i S/;'V10 1 i UnryT O�[I[N.cMf111M1M 0f COUNCI .fo J T" ACV J [N 0 1 17 wa OW DUHN.mfT Na , AAVM A.[T[NDU ..LLI^M •[[NIC[[7 p1N m]] r tNOMA[M FOIUVTN[, mrt n a - EDMVNRO.fi.f• n ' [O"[Avg,. m e e A DAV[MOOM[Y KING COUNTY STATE OF WASHINGTON .5 344-2500 ROOM 403 K I NG CO U NTY COU R T M O ..I SL 5L A TTLE W ASH I NGTON z:4 ' '\ j July 2, 1969 d� City Engineer �,[� J City of Renton ifc , , "u Jr Renton, Washington 98055 Dear Sir : 1 Hearing was held by the King County Council in regular session on June 30, 1969 in the matter of a Sewer Franchise for the City of Renton. In accordance with the recommendation of the Acting Q, Director , Department of Public Woks , Franchise Nc. 617 was granted to the City of Renton for a period of twenty- `I five (215) years . We are holding all copies of Franchise No. 617 in our office pending the acceptance of the City of Renton, by the proper official , which must be prior to July 30, 1969. r Very truly yours , KING TY COUNCIL Ral nder, erk RRS :Ng i , cc : Department of Public Works OF gFNr�N f . Honoaable D. W. Custer, Mayor Members of the City Council «E : King County Franchise No. Il Gentlemen- The Sanitation Committee ha ;amine) the King County Franchise No. 617,re- garding the extension of a sanit-: y sewer trunk to serve the Sierra Heights Elementary School , and recorm�nds Council anorova of tthe FFr nrh s WW f rthur reccommand the the Mayor and City Clerk be Lutrio r�ied Tp sl g� fli� �ranCQis�. Sanitation Committee August 28, 1969 Johnston, Campanella, Flurakami & Covpany 830 Riverside Drive Renton, Washington 98055 attention: Gerald P,. Taylor Re: S.erta aaights Elementary school Sanitary Sewers Dear Rr. Taylor: The sanitary sewer system installed by King 2onstructxon for t:he Sierra heights Elementary School her been checked by this office. We find this sytem to be installed correctly and meets all City of Renton requirewents and specifications. Kinq Constructions one year maintenance period will start as of the above date. Very truly yours, Sion Tay:ur Construction Inspector pen,■ CC: King Construction V=w FMM RENTOKI 4CHOOL DISTRICT NO. 403 RENTON, WASHINGTON VOUCHER NO. 7w KING COUNTY WARRANT NO, 9749 R E M I T T A N C E A D V I C E CITY OF BEHM CLAMANT CITY Z"TMr_1MsS O"ICR cnT[ 1/1/70 ADDRESS Municipal 6oildlia8 Renton, Washington 98035 •vxnx Al�x�.�r� ... Ca�LAN AT1pN CC T.;':` J AMOUNT TOTAL It/i/N Bwar Wassaeat - Sierra eei=hts ISM 011i $ 2,011.91 i I I I i i I � I I CERTIFICATION p t n 1, the undersigned do hereby certify under penalty of perjury, that the materials have been furnished, the sc-.:_es rendered or the labor per- formed as described herein, and that the claim is a just, due and unpaid obligation against Renton School District No. 403, and that I am authorized to authenticate and certify to said claim. - . . -_ -. _ MAC r..vwrcoc:-•C1b�,t♦MI!♦„It♦,1I,1tA � t �xs RENTO?* SCHOOL DISTRICT NO. 403 6 .+G COUNTY, WASillxfiTUN 9749 Renton, Washington 19 2 1240 PAY Date P 3 y to the Order of Dotlan Cents AMOUNT Pay from any funds not 1/8/70 CITY OF TON, CITY ENGINEER'S 2 011�91- -2.011.91- rw ' t otheise appropriated OFFICE Interest ............................._.__. Total ..............................._----.__....___.. To TREASURER RING COUNTY. Seattle, Wachinfton 1: 1 2 50+1-000 21: 99 20 L l4aa ' I!afY�4iN 4i , i✓/� I i i i 1