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HomeMy WebLinkAboutWTR2700328 SW 4 3 RD ST. FROM E. VALLEY HWY TO 8 0 TH AVE. So W•-3 2 8 (6) All schedule items for which forms are provided herein shall be. com- pleted in full by showing of a unit or lump sum price for _ach item thereof, rp� (7) Unit prices, with which are included lump Bums for combination items r as herein named, shall be used as the basis for computation of the total compenr ation to be received by the undersigned, all in accordance with the . completed schedule of prices as follows: , } t Proposal 1 1 :3 1 r (1) All of the contract drawings and the specifications which are listed herein have been examined by the undersigned and their terms and condi- tions are hereby accepted. (2) Said contract drawings may be supplemented by additional drawings and specifications in explanation and elaboration thereof and if they are not in conflict with those referred to in Paragraph 1 above, they shalt have the same force and effect as though they w-r. now attached hereto, and when issued, they ehall be accepted as a part of the contract documents. (3) The quantities stated in connection with the price schedule for the con- tract submitted herewith are approximate only and payments shill be made on the prices named for the actual quantities incorporated ir, the complete work. Only those items for which estimated quantities are given may be increased or deci .ased at the unit prices named. If there shall be an in- crease in the total payment for an item covered by a lump sum price, it shall be computed on the basis of Extra Work for which an increase in pay- ment will have been earned, and if there be a decrease in a lump sum pay- ment for any such item, it call be made only as the result of negotiation - between the undersigned and the o..,,er. Furthermore, it is understood that any estimate with respect to time, materials, equipment or service which may appear on the plans or in the specifications is for the sole purpose of assisting the undersigned in check- ing his own independent calculations, and at no time shall the undersigned attempt to hold the owner, the engineer or any mher person, firm or corp- oration responsible for any errors or omissions that may appear in the estimate, (4) The undersigned will furnish the bonds required by the specifications and comply with all the laws of the State of Washington and the municipal ordinances of the City of Renton, and the laws and regalations of King County which are pertinent to construction contracts of this nature even though such laws or municipal ordinances may i,it have been quoted or referred to in these specifications. (5) The undersigned submits the unit prices .....d lump sum prices set forth herein as those at which he (or they) will perform the work involved. The extensions in the column headed "Total for Item" are made for the sole pur- pose of facilitating comparibun of bids and if there are any discr-pancies between the unit prices and the total amounts shown, the unit prices shall govern. Proposal - Page 2 t . y y Y welt nil �r PROPOSAL. TO FURNISH ALL NECESSARY LABOR, TOOLS, MATERIALS, EQUIPMENT AND SERVICES REQUIRED FOR :HE CONSTRUCTION OF THE WATERLINE. EXTENSION ON SOUTH 180TH STREET, EAST VALLEY HIGHWAY TO BOTH AVENUE SOUTH, FOR THE GLACIER PARK COMPANY, AS COVERED BY _ THIS PRCPOSAL AND THE DRAWINGS AND SPECIFICATIONS THEREFOR. Name of Bidder + '+ Street Address y. CITY i The Glacier Park Company 404 Union Street t Seattle, Washington 98101 .' Gentlemen: This proposal is submitted as an offer by the undersi!'ned to enter into cont:a •t :h the Glacier Park Company, hereinafter referred to as the Owner, for the furnishing of all necessary labor, tools, and materials, of wi,atsoever kind required for the construction of th,; waterline extension on South 180th Street, East Valley Highway to 80th Avenue South, as the proposal below indicates, all as &Pt forth in the drawings and specifications which are a condition hereof with the same force and effect as though they were attached hereto. This offer is conditioned on the fol:owing declara- tions as to the acts, intentions, and understandings of theundersigned and the agreement of the Glacier Park Company, to the terms and prices here- in submitted: i Proposal - Page 1 , t Y. FOREWORD The documents and forms which appear herein, or for which provision is made, must be used in svbmitting proposals to construct this project which is covered by the plans and Parts I, II, III and IV of the specifications which are bound separately. Thie Part V contains: (a) Proposal forms (b) Typical forms for Agreement and Perfermance Bond (c) Certificate of Insurance Although bound separately all are hereby made a part of the com- plete contract documents. 1 1 PART V WHICH CONTAINS THE PROPOSAL AND FORMS For Constriction Of WATERLINE EXTENSION - SOUTH 180TH STREET EAST VALLEY HIGHWAY TO 80TH AVENUE SOUTH For The GLACIF? PARK COMPANY King County, Washington November 1968 STEVENS, THOMPSON k RUNYAN, INC. ENGINEERS/PLANNERS SEATTLE - PORTLAND i �;e GREAT NORTHERN RAILWAY COMPANY uwo S TAX OSPA TWt Jw me C. Kff wD Sl P.eUL. MINK 55101 M C MEY IT o wuL PAUL r w s¢voswN . wn,N svoi Seattle, Washington .o..........«.• w M. pro July 11, 1967 N o. HAYMAN NA1\TT\l. rs.s T ", W WweN „101 w G KLL orillia, Mash. 1596 s' '•,:T� ...o+Tu MIM• . ni,S,S•YwwM.WI AW. S SrT /wu"L. «INN e N[L[Nw MOAT 1N01 Mr. Jack Wilson City Engineer City of Renton Renton, Washington Dear Sir: Referring to our discussion with Mr. Ron Olson concerning the pro- posed installation of a water main in 180th Street South from a present source east of 92od to the proposed 80th Avenue South. The Sternuff interests,who are owners of some property west of 80th Avenue South, have requested extension of the water line to their property. Rroadscres, Inc., and the Glacier Park Gompany are agreeable to assuming the cost of insulation of a 12-inch line adjacent to their properties fronting on 180th. The Sternoffs have requested the Glacier Park Company enter into an agreement providing for the extension northerly in what will ultimately be 80th Avenue South to the north line of Section 31, They have also indicated a willingneas to make available a 40-foot strip for street provided the Circler Park Company does the same, and further are agreeable to assuming me-half the curt of grading and leveling the street. and, of course, making such other improvements as will ultimately be required to make it s suitable city street. Jill you please have furnished a set of plans for the proposed installation in 180th Street. It is understood that Eroadecres and the Glacier Park Company will pay for the cost of up to a 12-inch water line. If oversize is required it would be expected the City as a whole would bear the cost of such larger capacity lines, as was previously proposed last year when Sternoff made its first application for this water line. Yours vary tmly, Western Land i uy� G��a1r e ♦ 1 np.. August 1, 1966 Mr. Clark A. Bckart Vice President great Northern Railway Company 404 Union Street 9eattis, Washington 961C1 Bubjaoti Glacier Park Co. ^rillta Property Dear Mr. Sckarto Thank you for your latter of July 24 with " erpts of your Preliminary P/arming Study of the Glacier Park's development near Orillia. The information is 7:ost timely r+ac: will definitely be of assistance to the City in several areas of planning for future development of the Harlington area. I under- stand that the Metro Counei, will soon be making a final deei 'ion -3n the trunk lira facility, which matter I feel certain you have discussed with cleat ajeney. Again, th..nAa foa the information. 3lncerely, t D. W. Crater Mayor 41 r DCt� a BEGINNING OF FILE TnU • • I r ti _.....7........�_ �. ._.��..��_. ..��a— � _..� _.a�........_.���.�.....r........... ��. ..._ .� ... .�...... .....+r.Fi,. �.N... .. .._�...r...�r n ...._�.. .._...� A4r,......._.__��...�.�� ......_..ice. ......, A. SW 4"'RD S T. FROM E. VALLEY HWY TO W-3 2 8 80TH AVE. S. Z= i '1 FOREWORD .i The specifications in their entirety are prepared in pa. ts. Those numbered I, II. III and IV are bound together; the detailed plans and Part V, although bound separately, are he;eby made a part of the complete docu- ments with the same force and effect as though all parts and plans referred .. ... to therein were under one binding. Should addenda to the specifications become necessary and be issued prior to the date of receiving bids, they shall be deemed a part of Part I. 4 SPECIFICATIONS For Construction Of WATERLINE EXTENSION S. 180TH STREET FROM EAST VALLEY HIGHWAY TO BOTH AVE. SOUTH s J For GLACIER PARK COMPANY KING COUNTY, WASHINGTON r November 1968 `t STEVENS, THOMPSON 4 RUNYAN, INC. ENGINEERS/PLANNERS SEATTLE - PORTLAND ` ' t UFFIC.E COPY w S"EC IFICATION S For Construction of WATERLINE EXTENSION S. MOTH STREET FROM EAST VAL. EY HIGHWAY TO 80TH AVE. S. For GLACIER PARK COMPANY KING COUNTY WASHINGTON '4ovember 1969 Stevens.Th.»tnpcwn Ss Runyan. Ina Engine lPtanners Stevens.Thomptson & Runyan[ Inc-. Engineers/Planners PORTLAND. OREGON 5EATTLE. WASHINGTON 68-S-237. 002 November 27, 1968 City of Renton City Hall Renton, Wn. 98055 Attention: Mr. Jack Wilson, City Engineer Gentlemen: Submitted herewith on behalf of the Glacier Park Company for final approval, are two sets of contract documents, including drawings, specifications and proposal forms, including con- struction drawings and specifications for Water! ine Extension, S. I80th Street, East Valley Highway to 80th Ave. S. It is hoped to get this project under construction in the very near future. Your early consiceration of this matter will be sincerely appreciated. Yours truly, STEVENS, THOMPSON & RUNYAN, INC. By L. F. Clark Associate 'P J lfc:vk enc. cc: Mr. Clark Eckart cc: Mr. C. F. Intlekofer r 11�I1V f0; /6I N[O[�V��.O�N9 i0[[lC GN01Y/MV[ NMrI[.W[[NINOION[/POI IMOV[i)Q[)[[H)N �w CERTIFICATE OF INSURANCE This is to certify to: That the following described policy or policies have been isvued to: (name and address of insured) By the iName and address of insurance company) Oescnptien of contract: Limits of Policy E:xpiratinn _ Type of Coverage Liability Number Date_ ! 1 . Workmen's G(,mpensation Statuo iry 2. Employers' Liability Bodily Property Injury Damage + 3. Comprehensive General Liabilit) $ s A. Premises & Operations $ $ _ B. Blanket Contractual $ $ _ Independent $ $ C. Sub-contractors $ $ Products Liability and $ $ D Completed Operations $ $ 4. Comprehensive Automobile $ $ Liability owned, hired & $ $ non-owned) 5. Other � Expires 12:01 standard time at the address of named insured stated herein. .;., *Indicate the following property damage liability featured: Yes No 1. "Broadform' including occurrence and care, custody, and control — 2. Explosion, collapse, and underground damage a.=t exclusions 'the insurer agrees that it will notify in writing, f of any material change, expiration or cancellation of the above described policies not less than 30 days before such o' change, expiration or cancerla'wn becomes effective. It is further agreed the above named owner, his nfhce-s, agents (including the engineer) and employees are in- cluded as additional named insureds but only as respects the performance of the above described contract. (N._me of insurance company) Date: Authorized Representative .ar '�r: (c) Saia Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereunder or the specifica- tions accompanying the same shall in ar,y wise affect its obligations on this bond, and ii does hereby waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, the parties hereto have caused this Bond to be executed in t1:;3 day of 19 (SEAL) (SEAL) (SEAL) (SEAL) (Principal) Witnesses (SEAL) (SEAL) (SEAL) (Surety) Countersigned: By Resident Agent 4.. v Performance Bond - Page 3 } -x. 1 a, all as hereto attached and made a parthereof, whereby said Principal under- takes to do all labor, furnish all plant and equipment, and furnish all material in accordance with all the terms and conditions set forth in said Contract Docu- ments; and promptly to make payment for all labor, services, and material and pay sums due the State of for industrial accident insurance; and to save harmless the Obligee from any claims for damages or injury to property or persons arising by reason of said work, as set out more f ily in said Contract Documents; and to do and perform all things in said Coi...act Documents required, in the time and manner and under the terms and conditions therein set forth: and in conformity with all taws, state and national, applicable thereto. NOW, THEREFORE, if said Principal herein shall promptly pay all persons furnishing labor, services, material or insurance to said Principal, or to his subcontractors, or to their assigns, on or about said work; and shall save harmless the Obligee, its officers and agents, from all claims therefor, or from any claim for damages or injury to property or persons arising by reason of said work. and shall in the time and manner, and under the terms and conditions prescribed, well and faithfully do, perform, and furnish all matters and things as by them in said contract undertaken, and as by law, state and national prescribed, then this obligation shall be void, but otherwise it uhall remain in full force and effect. PROVIDED, HOWEVER, that this bond is subject to the following further conditions: (a) All material men, and all persons who shall supply such laborers, mechani:n or subcontractors with material, supplies, or provisions for carrying Oil such work, shall have a direct right of action against the Principal and Surety on this bond, second only to the right of the Obligee under this bond, which right of action shall be asserted in proceedings instituted in the appro- priate cm,rt of the State of , and insofar as permitted by the laws of such right of action shall be asserted in a proceed- ing instituted in the name of .he Obligee to the use and benefit of the person. firm. or corporation instituting such action and of all persons, firms, or corporations having claims hereunder, and any other person, firm, or corp- oration havii.g a claim hereunder shall have the right to be made a party to such procee ling (but not later than six months after the complete performance of said contract and final ■ett'ement and judgment rendered thereon). (b) In no event shall the Surety be liable for a greater sum than the penalty of this bond, or subject to any suit, action, or proceeding thereon that is instituted later than twelve (12) months after the complete performance of said contract and final settlement thereof. Performance Bond - Page 2 1 9`s: PERFORMANCE BOND* KNOW ALL MEN BY THESE PRESENTS, That we, (the official name, form of organization, and address of the Contractor and, if partner- _ as Principal, and ship, nan - of partners) (the name and address of — a corporation, duly authorized to du a general _.. the surety) surety business in the State of as Surety, .re jointly and severally held and bound unto (the name and address of th Owner) in the sum of _ (the basic contract price, both in words and figures) for the payment of which we jointly and severally bind ourselves, cur heirs, executors, administrators, suLcessors, and assigns, firmly by these pres- ents. THE CONDITION OF THIS BOND IS SUCH THAT WHEREAS , the Principal herein (ri-me of the Contractor) on the day of 19_, entered into a contract •vith the Obligee herein, which contract (the o.ficial name of Owner) consists of (list of the Contract Documents as named in the contract, including the contract itself) stlotc This Corm is subject to the approval or change by the attorney or other person authorized to represent the Owner. f Performance Bond - Page 1 1 . F Third: That the th is of completion is Ithe number of days, the limiting date, or other provision which is consistent with the proposal) Fourth; That the contract documents which are hereby made a part of 'hie agreement h utual attachment or by this reference thereto are as follows: 1. The "Notice to Contractors", being the invitation to submit a proposal; 2, The Specifications, named above by '40e; 3, The Detailed Plans listed and descrit.ed in said specifica- tions, together with those which may be issued as supplements thereof, and 4, The Proposal of `he Contractor,wh,ch was submitted on , 19 , the original or a conformed copy of which is hereto attached and marked 'Exhibit A". IN WITNESS WHEREOF, said Contrac.or and said Owner have caused this Agreement to be executed on the Jay and year first above written. Contractor Sy And Owner BY. (Title) (Seal) And _ (Title) Agreement - Page 2 '► 4 } AGP..1..E V1E>_r T141S AGREEMENT, made and entered into thi day of 19 by and between (the official name, form of organization, and address of Contractor - if partnership, name of partners) hereinafter called the "Contractor" and (the official name, form of organ:- hereinafter celled the "Owner". --— za!ion, and Address of Owner) WITNESSETH THAT, WHEREAS, Pursuant to the invitation of the Owner, extended through an officially published "Notice to Contractors", the Contractor did in accord" 19 file with the Owner once therewith, on the __day of a proposal containing an offer which was invited by said notice; and WHEREAS, the Owner has heretofore determined that said offer was the lowest and best submitted; NOW. THEREFORE, IT IS AGREED: First. That the Contractor shall comply in every way with the re- quirements CO those certain specifications entitled' (Of fcal title of the. specifications and a statement of the limits to which they apply) Second. That in consideration of faithful comrliance with the terms and conditions of this agreement the Owner shall pay to !ne Contractor at the times and in the manner provided in said specifications :ne twhich sumfis sub how- (the basic contract price both in words and igion as the quantities named in ever, to increase or decrease in such 7 op said proposal are to changed, all as in said specifications and proposal pro- vided. *'Note -This form is subject to change by- - the attorney or other person author- ized to represent the Owner. ' Agreement - Page l ♦ f % ..r (8) In naming the above prices it is understood that they include all items of material and work required to complete the contract in accordance with the plans and specifications. If any material, item, or service required by the plans and specifications has not been mentioned specifically among the various items of tho above "Schedule of Prices", the same shall be :ur- nished and placed wide the understanding that the full cost to the ow,-.er has been merged with the several prices named in the "Schedule of Prices". (9) The undersigned agrees that the "Time of Completion" shall be as defined in the specifications and farther, the undersigned agrees to co,-n- dlete the work required within ninety (90) calendar days after "Notice t':i P- eed" has been issued by the Owner. (10) The undersigned, as bidder, acknowledges that Addenda numbered through_ have been delivered to him and have been examined as part of the contract documents. Firm Name of Bidder: Signature of Bidder: Official Title State of Incorporation, if incorporated Dated at This day of 1968 Proposal - Page 6 a#F r. SCHEDULE OF PRICES (Cont. f Item Total Unit Total. for - No. Description Unit Units Price Items SCHEDULE 2 - 87th Avenue South to 80th Avenue South 1. 121, Ductile Iron Pipe 1. f. 2, 425 ; $ 2. 12" Gate Valve and Chamber ea. 4 $ $ 3. Fire Hydrant Assemblies, complete ea. 8 4. Fittings 1. s. Job j_XXX j 5. Borrow Bedding c. y. 100 6. Bank Run Gravel Borrow Backfill C. Y. 700 TOTAL, ITEMS 1 THRU 6 j Washington State Sales Tax C4 4. 5% j TOTAL, SCHEDULE 2, INCL. TAX $ GRAND TOTAL, CONSTRUCTION COST, SCHEDULES 1 & 2 INCL. TAX $ Proposal - Page 5 1 SCHEDULE OF PRICES FOR WATERLINE EXTENSION SOUTH 180TH STREET EAST VALLEY HIGHWAY TO 80TH AVENUE SOUTH Item Total Unit Total for No. Description Unit Units Price Items SCHEDULE 1 - East Valley Highway to 87th Avenue South 1. 12" Ductile Iron Pipe 1, f. 24 $ $ 2. 24" Ductile Iron Pipe 1,f. 1, 167 $ $ 3. Fittings 1. s. Job $ XXX $ 4. 12" Gate Valve & Chamber ea. 2 $ f 5. 24" Gate Valve & Chamber ea. 2 $ $ 6. Fire Hydrant Assemblies, complete ea, 3 $ $ 7. Borrow Bedding C. Y. 100 8. Bank Run Gravel Barrow Backfill C. Y. 400 $ $ 9. Cement Concrete Resur- facing a. y. 25 10. Asphaltic Concrete Re- surfacing s. Y. 25 $ $ TOTAL, ITEM 1 THRU 10 $ Washington State Sales Tax ® 4. 5°fo $ TOTAL, SCHEDULE 1, INCL. TAX S Proposal - Page 4 � 4 °r r f ~ V SP-12 DETAILED BREAKDOWN OF CONTRACT PRICE The contractor shall, within ten (10) days after receipt of notice to pro- ceed, submit a complete breakdown of all lump sum bid items showing _ the value assigned to each part of the work including an allowance for1Y^+t profit and overhead. Upon acceptance of the breakdown of the contract �• price by the en ineer it shall be used as the basis for all requests for payment. SP- 13 AS CONSTRUCTED DRAWINGS Prior to the acceptance of the work, the contractor shall furnish the engineer one neatly and legibly marked set of contract deawer a show- ing any change in the final location of all waterlines and other ppur- of the drawings teaances and structures, included in the work. Marking shall be kept current ano be done at the time the material and equipment is installed. The drawings shall be presented monthly to the engineer 2 t for review. '•• SP-14 SURVEYS The owner will furnish the contractor with all principal lines, grades, and t measurements necessary for the proper prosecution of the work. The con- tractor shall establish such additional lines, grades and controls as are needed for construction. bench marks, nave .ints, property boundaries, line cut stakes, hubs, and f other reference and constructic n points, as originally established by the 1 owner shall thereafter be maint:�' �d by the contractor who shall be respon- sible for keeping their accuracy and who shall pay to the owner all costs of re-establishing them, if they are disturbed. The contractor shall notify the engineer in writing at least 10 days in advan,:e of the time he will commence 1 .work on any parts of the construction requiring surveys furnished by tl owner. The rontracw' r shall provide reasonable and necessary opportunities and Facilities for setting survey points and nuking measurements during con- M vtruction, lie shall not proceed unt'1 he has made request to the engineer for and has received from him such points as may be necessary as the work progresses. The construction work shall be done :n strict confor- trance with such survey points, boring the prosecution of the work, the contractor shall make al le icei;r the vary measurements to p.event misfitting, and shall be reap , SP-06 t ti ti 4 , F SP-10 PROTECT SIGN The contractor shrill provide at least one sign at approvedlocation.con- The signs shall show the the name of the project, the owner, g on tractor's name and tha' of the firm of Stevens, Thompson & Runyan, Inc. : the sign shall be approximately 4 by 8 feet in size on painted 3/4 inch water- 1 proot plywood and the lettering and painting thereon shall be as approved by the engineer. SP-11 CONSTRUCTION SCHEDULE The cont ractor shall 'within ten (10) days, or such time as determined by the engineer, after the date of receipt of notice to process, repare ane submit t; to the engineer for approval a practicable schedule, the date on order h he 4y which the contractor propose, to carry on the work, : will start the several salient features (including the procurement of materials, plant and equipment) and the contemplated dates for completing the same. .�, It in the opinion of the engineer, the contractor falls bete necessary t he pro to is • schedule, the contractor shall take s•tch steps as may b " prove his progress and the engineer may require him a'dt/or the amount of of shifts, and/or overtime operations, days of work, construction plant, and to submit for approval suet supplementary schedule j or schedules in chart form as may be deemed necessary to demonstrate the manner which the agreed rate of progress will be regained all without addi- tional coat to the owner. Failure of the contractor to comply with the reyuiremente of the engineer under the provisions of this section shall be grounds for determination by the engineer that the contractor is not prosecuting the work 'vith such dili on such deter- mination as will insure completion within the time specified. Up the engineer may terminate the contractor's righth determination to proceed with the work, or any separable part thereof, in accor„ for default or in accordance with other provisions provided in the contract. car ■■■ If the contractor desires, or due to slow progress, is required to an l working hours, he must application to the engineer, ry on work at night or outside the nNr shall allow ample time to enable satisfactory arrangements to be made for inspecting the work in progress. If granted permission, he shall light the different parts of the work in a manner satis- factory to the engineer and shalt comply with all regulations of the owner and State of Washington. SP-05 i � y Y . any remedy of such defacts as those mentioned abo% if and as they occur T after the contractor shall have written notice of their existence. if the de- feet, in the opinion of the iwner, is of such nature as to -lamand imeiediate repair, the owner shall have the right to make them and the cost thereof shall be boric by the contractor. To support the above guarantee, the cuntractor's performance bond for each schedule of the proiect shall rernaia in full force and effect for one (1) year following the acceptance o: the project by the owner. The bond shall be <, executed by a surety company authorized to do business within the State of Washington and it shall be subject to the approval of theattorney for the owner. _l. s: SP-08 SPECIFICATIONS BY STANDARDS DESIGNATION Whene,,er practicable, specifications will be made herein by designating v certain published "standards" of recognized organizations. Abbrevir "on "AST'M" will be used to indicate the Amer;can Society for Testing an Materials, and this will be followed by the officially published designation number for the particular specification to which the reference applies. Abbreviation "AWWA" will be used to indicate the American Water Works Association Standards, followed by the officially published designation number for the particular specification to which the reference applies, "ASA" will be used to indicate the American Standards Association, and this will be followed by the officie lly published designation number for the particular specification to which the reference applies. Abbreviation "APWA" will be used to in- dicate the Standard Specifications for Municipal Fablic Workd Cunstruction: published by the American Public Works Association,and this reference will be followed '.y the sectiun or paragraph number which applies. Other stan- dards will be indicated by the full name cf the sponsoring organization or by clearly recognized abbreviations. In all cases, i• shall be understood that such reference means the designated specificati, orthe latest revision thereof. All material, equipment and devices not specifically covered by such "stan- dards" as indicated above, these specifications, by the plans or by addenda shall be subject to the approval of the engineer to de'ermine the suitability for the service intended. SP-09 ACCESS TO WORK Access to the work shall be provided as may be re, uired by the owner or his No representatives. Also the contractor shall proviae access to the work for the representatives of the City of Reiton, and othar agencies for inspection of t"i progress of the work, the mettiods of construction and for any inspec- . tu , required. e rs SP-04 r A � ti It is further understood that should the contractor not complete the work 1 within the time specified, the owner may discontinue any further progress payments until the work if completed and accepted by the owner, except should a progress payment in excess of $5, 000 be due the contractor, based upon work completed after the "Time of Completion" of the contract, the owner wal make a progress payment in accordance with regular provisions of these specifications. SP-04 CITY ORDINANCES AND STATE LAWS The contractor shall comply with the requirements of all city ordinances and state laws, whether or not stated herein, having specific control over this type of construction and operation. SP-05 PATENTS t «- The contractor's attention is called to Article GC-07, 3. 7. 3 of the General Conditions. In addition to the requirements stated herein, the contractor I shall pay all royalties and assume P.11 responsibilities :or the infringement of any patent required by any process or items of equipment required. The cost to the contractor of all royalty payments for use of patented process or processes or equipment shall be absorbed in the prices named for the work in the Proposal form. SP-06 NON-COLLUSION AFFIDAVIT The owner reserves the right to require that any bidder, before being awarded a contract, shall execute a non-collusion affidavit in such form as will sattefy the owner that the bid offered is genuine, is not sham or collusive, and in no respect or degree is made in the interest or on behalf of any person, firm a or corporation not named in the Proposal containing such a bid. !■ SP-07 GUARANTEES AND MAINTENANCE BONDS Whether or not there appears here or elsewhere herein specific reference to guarantees of all items of material, equipment, and workmanship, they nevertheless shall be so guaranteed against mechanical, structural or other defects for which the contractor is responsible that may develop or become evident within a period of one (1) year from and after acceptance of the work ' by the owner. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such an extent as to require refilling, or resurfacing roadway surfaces to restore the original or intended condition -r grade. This guarantee shall be understood to imply prompt attention to SP-03 SP-03 TIME OF COMPLETION The contractor shall complete all the work under this contract within a total of: 90 calendar days after notice to proceed for each schedule has been issued by the owner. Should the owner cause a delay in the completion of the work by reason of _ requirements of extra work or otherwise provided for by I a plans or these specifications, the contractor will be granted an extensi. . of time for com- pletion equal to the amount of such delay, and no charge will be made againrt _. him for the extension of time so granted, provided, however, that all such extensions requested by the contractor shall be made to the owner in writing on or before the 5th of the month following that in which the alleged delay is said to have occurred, and such claim for extension of time shall state ex- plicity the reason therefor. Should the contractor fail to file such wri n claim for extension of time within the period provided therefor, thereby shall have abandoned any claim therefor. No claim for delay will be crnei- dered by the owner except that alleged to have been caused by extra work or special order of the owner acting through the engineer. The owner shall have ' the right to order the work to cease for a time because of adverse weather conditions, but in case such order is given, the owner also will give notice as to when the work shall be resumed and the contractor's time for comple- tion will be extended for a time equal to the amount of the delay so ordered. The contractor must no anticipate such orders, but he shall obey them if issued, and shall have n•, claim for damages other than that covered by the extension of time. ` in earning the prices for the work and for its completion within a time specified, namely: 90 calendar days; it shall be understood and agreed, the work shall be completed within that time. 1f, however, said work is not completed within the time named in the contract, as_lextended e ttocover the total days of delay allowed in the paragraph above, y ct and retain out of any sums then due or that may become due the contractor at tht. time of such delinquency or later, the sun. of One Hundred Dollars t ($100. 00) for each and every calendar day that the date of final completion for each schedule of said contract is delayed, in submitting the proposal and signing the contract, the contractor !--reby shall have agreed to these provisions and, furthermore, that the si, deducted and retained is not a penalty, but a reimbursement to the owner for dan-ages ghat the owner will have sustained by reason of such delayed completion. The damages so liquidated are understood to include the, additional cost of the owner for engineering supervision. interest charges and overhead, all of whirl. damages would be difficult or impossible to ascertain accurately. ■ SP-OZ r + � y r6. l V r i," 1�.'J* ,'�4 t ;�ti��<� ➢ .�,..M� a s F � ��i G; y � ° a i ��sn" ra'Ir '4. ,efl�,'$�A�� • t"� •a •'��.�'s�' �r?� 9• A PART I SPECIAL PROVISIONS r o SP•01 GENERAL STATEMENT AND EXTENT OF WORK The work to be performed under these specifications and the plans which accompany them, consist of furnishing all labor, materials and equipment necessary for the construction of the S. I80th Street waterline extension. �I The work shall be performed in a workmanlike manner, complete and operable as required by the contract documents. The work is to be con- structed for the Glacier Park Company, King County, Washington, herein w defined as the owner. The work includes, but is not necessarily limited to: waterlines, valves, appurtenances, surface restoration, connections to existing structures, and g4 all appurtenances, nances, work, complete, in conformance with these specifications and the contract drawings. SP-02 PLANS FOR CONSTRUCTION Detailed plans for this project are shown on the drawings below which bear the general title: City of Renton, Washington tr W-328 S. 180th Street From E. Valley Highway to 80th Ave. S. Individual title, sub-titles, sheet nambers and file numbers are as given in the following list: LIST OF DRAWINGS File No. Sheet No. Title fi8-S-237. 002 1 Plan Plan .J 3 Profiles Sig-01 Is TABLE OF CONTENTS PART IV - SPECIAL TECHNICAL PROVISIONS Section Description page _ TS-01 General Statement TS-01 'k • yi TS-02 Standard Specifications TS-01 TS-03 Existing Utilities TS-02 R TS-04 Clearing and Stripping TS-02 TS-05 Trench Excavation, Bedding and Backfill TS-03 TS-06 Piping Materials, Valves, and Fittings TS-OS TS-07 Pipe Installation. TS-07 TS-08 Restoration of Surfaces TS-09 ' TS-09 Testing TS-11 TS— O Disinfection TS-12 TS- 11 Cleanup TS-12 +. TS-12 Measurement and Payment TS-12 APPENDIX (a) 2" Bypass Assembly Detail (b) Std, Precast Valve Chamber Detail (c) Hydrant Detail i 'e 4. - i. f t IY f:• TABLL OF CONTENTS PART III - GENERAL CONDITIONS (Cont. ) 1 Pa e Section Description S_ 3. 7. 19 Air and Water Pollution Lawb GC,-27 3.7. 20 Use of Completed or Uncompleted GC-27 Portions 7 GC-08 PROSECU PION AND PROGRI-SS GC-27 3.8. 1 Prosecution of Work GC-27 3.8. 2 Subletting or Assignment of Contract GC-28 7 3.8. 3 Limitations of Operations GC-29 3.8.4 Water Supply GC-29 3.8. 5 Use of Fremises GC-30 V 3.8.6 Protection of Work and Prop, rty CC-30 r 3.8.7 Character of Workmen and Equipment GC-31 3.8.1 Temporary Suspension of the Work GC-31 7 3,8,y Time of Completion of Work and GC-32 Extension of Time Lim)t 3.8. 10 Annulment and Cancellation of Contract GC-33 by Owner GC-34 • 3.8. 11 Right of Owner to 7o Work 3.8. 12 Contractor's Right .o Stop Work or GC-34 Terminate Contract GC-35 � 3.8. 13 Suits of Law Conce^ring the Work GC-35 GC-09 MEASUREMENT AND P,%YIAENT 3.9. 1 Methods of Mrascrement and Computation GC-35 3,9, 2 Scope of Paym••.,t GC-35 3.9. 3 Altera"on '-„ Details of Construction GC-36 V 3.9.4 Quantities and Unit Prices GC-36 N a. Lump Sum GC-36 b. Unit Prices GC-37 3.9. 5 Claims for Extra Compensation• GC-37' 3. 9.6 Payment for Force Account Work 3.9.7 Force Account Bills GC-39 GC-39 (! 3.9.8 Payment for Omitted Items GC-40 3.4.9 Partial Payments GC-41 3.9. 10 Advances on Matsrials 3.9, 11 Allowance for Materials Left on Hand GC-42 GC-42 3.9 12 Final Estimate GC-43 3.9. 13 Suspension of payments 3.9. 14 Cor:ection of Work after Final Payment GC-43 3.9. 15 Payments t a �► TABLE OF CONTENTS PART III - GENERAL CONDITIONS (Cont. ) Section Description Page , 3.5. 15 m CC-14 epertiu,� GC-IS ' 3. 5. 16 Unauthorized and Defective Work { 3. 5. 17 Disputed Claims GC-15 GC-1 3. 5. 18 FinalIns"ction GC-16 GC-06 CONTROL OF MATERIALS 3.6. 1 Materials to be Approved Before Use GC-16 a 3.6. Z Tests of Materials GC-16 3.6. 3 Storage of Materials GC-17 3.6.4 Defective Materials GC-18 3.6. 5 Ordering Materials GC-18 3.6.6 Materials Furnished by the Owner i 3.6.7 Manufacturer's Directions GC-18 i 3.6.8 Guaranty Period GC-18 GC-07 LEGAL RELATIONS AND RESPONSIBILIT`-' TO GC-18 PUBLIC 3.7. 1 Laws to be Observed GC_IS GC-1 3.7. 2 Permits and Licenses 3.7. 3 Patented Devices, Materials, and GC-19 i Processes GC-19 3.7.4 Sanitary Provisions GC-19 3,7. 5 Public Safety and Convenience 7,6 Barricades. Warning Signs, and Flagmen GC-20 GC-20 3.7.7 Fences GC-ll 3.7.8 Safeguarding .f Excavations GC-21 3.7.9 Use of Explo ves ,C-21 3.7. 10 Trespass GC_ZZ 3.7. 11 protection of Property and Persons GC-22 3.7. 12 Restoration of Damaged Property GC-23 3.7, 13 Responsibility for Damages 3. 7. 14 Contractor's Responsibility for Work GC-Z4 GC-24 3.7. 15 Personal Liability of Engineer GC-24 3. 7. 16 No Waiver of Legal Rights GC-24 3.7. 17 Insurance G C_24 a. General b. Industrial Accident or Workmen's GC-25 Compensation Insurance GC-Z5 C. public Liability Insurance d. Property Insurance on project in CC-26 the Ccurse of Construction GC-26 3 7. 19 Payment of Bills by Contractors TABLE OF CONTENTS 7 PART III - GENERAL CONDITIONS • Section Description Pagel 6 GC-01 DEFINITIONS GC-01 3. 1. 1 Definition of Terms GC-01 :q GC-02 PROPOSAL REQUIREMENTS AND CONDITIONS GC-03 3. 2. 1 Inclusion of Proposal in Contract GC-03 GC-03 AWARD AND EXECUTION OF CONTRACT GC-03 3. 3. 1 Time Reserved for Award of Contract and P. .;paratioti of Contract Documents GC-03 ` 3. 3. 2 Contractor to Furnish Bonds GC-03 3. 3. 3 Estimates of Quantities Approximate Only GC-04 3. 3. 4 Examination of Plans, Specifications, and Site of Work GC.-OS 3. 3. 5 Amount of Contract GC-05 7 3. 3. 6 Execution of Contract GC-05 1f GC-04 SCOPE OF WORK GC-05 3. 4. I Intent of the Plans and Specifications GC-05 3. 4. 2 Increased or Decreased Quantities GC-05 3. 4. 3 Alterations in Derails of Construction GC-06 3. 4.4 Extra Work GC-06 3. 4. 5 Protection of Work During Suspension GC-06 3. 4. 6 Final Trimming of Work GC-07 3. 4. 7 Final Cleaning Up GC-07 3. 4. 8 Removal of Contractor's Equipment and Materiais GC-07 GC-05 CONTROL OF THE WORK GC-08 3. 5. 1 Authority of the Engineer GC-08 3. 5. 2 Deviation from the Plans GC-08 3. S. 3 Interpretation of Contract, Specifications and Plans GC-08 3. 5.4 Plans and Working Drawings GC-09 3. 5. 5 Quality of Equipment and Materials GC-10 3. S. 6 Specifications by Standard Designations GC •11 3. 5. 7 Equipment Approval Data GC-II 3. 5.8 Cooperation with Other Contractors GC-12 3. 5. 9 Contractor to Have Representative ot. Work GC-13 3. 5. 10 Information Regarding Work GC-13 3. 5. 11 Notice to Contractors GC-13 3. 5. 12 Notice by Contractors GC-13 3. 5. 13 Surveys GC-14 3. 5. l4 Authority and Duties of Inspectors GC-14 t \ 1 , yt �•a ", i y TABT,E OF CONTENTS PART U - INSTRUCTIONS TO BIDDERS `- 1 Section Description Page i IB-01 Intent of Plana and Specifications IB-01 IB-02 Interpretation of Documents IB-01 y,t: ,7 IB-03 Examination of Site and Conditions IB-02 r 'a, �f IB-04 Qualifications of Bidder IB-02 y f� LB-05 Preparation of Proposa'. IB-02 IB-06 Alteration of Documents Prohibited IB-02 * gam° IB-07 Submission of Proposal IB-03 +,+ IB-08 Modification of Proposal IB-03 IB-09 Withdrawal of Proposal IB-03 IB-10 Opening Bids IB-03 IB-11 Award of Contract IB-03 IB-12 Basis of Award IB-03 IB-13 Rejection of Bids IB-04 r I TABLE OF CONTENTS (Cont. ) PART I - SPECIAL PROVISIONS Section Description page •, SP-26 Nondiscrimination in Employment SP-12 "' SP-27 Washington State Prevailing Wage Scale SP-13 i cr r r a=„ 91n.A TABLE OF CONTENTS PART I - SPECIAL PROVISIONS I 4 Section DescrlPt ion Fie t SP-01 General Statement and Extent of Work SP-01 SP-02 Plana for Construction SP-01 SP-03 Time of Completion SP-02 :z SP-04 City Ordinances and State Laws S' -03 SP-05 Patents SP-03 SP-06 Non-collusion Affidavit SP-03 SP-07 Guarantees and Maintenance Bonds SP-03 SP-08 Specifications by Standards Designation SP-04 SP-09 Access to Work SP-04 SP-10 Protect Sign SP-05 SP-11 Construction Schedule SP-05 SP-l2 Detailed Breakdown of Contract Price S.3-06 SP-13 As Constructed Drawings SP-06 w SP-14 Surveys .iP-06 SP-15 Preconstruction Photographs SP-07 SP-16 Public Safety and Convenience SP-07 SP-17 Maintenance of Existing Facilities During Construction SP-07 SP-18 Traffic Maintenance and Protection SP-08 r SP-19 Easements SP-09 SP-20 Releases SP-09 SP-21 "Or Approved Equal" Clause SP-09 SP-ZZ Sampling and Testing SP-10 SP-23 Payments SF-.-' SP-24 State of Washington Sales Tax SP-10 SP-25 Employment of Residents of Washington SP-11 1 r-, �Y F.i PART III GENERAL. CONDITIONS GC-01 DEFINITIONS 3. 1. 1 Definition of Terms ] In tl.ese specifications and the contract, the following words or ex- pressions shall be understood to have the meanings given below: i AA-140 - American Association of St.te Highway Officials 1, ACI - American Concrete Institute API - American Petroleum Institute ASA - American Standards Association ASME - American Society of Mechanical Engineers AST - American Society for resting Matrrials WS - American Welding Society AWWA - American Waterworks Association IEEE - Institute of Electrical and Electronics Engineers NBFU - National lsureau of Fire Underwritere NEC - National Electrical Code NEMA - National Electrical Manufacturer's Association UBC - Uniform Building Code "Bidder" - Any individual, firm or corporation formally submitting a proposal for the work contemplated, or any portion thereof, acting directly or through an authorized representative. "Contract" - The agreement botween the owner and the contractor describi:ig the work to be done and defining the obligations of ',he owner and the contractor in accordance therewith. It includes the includes alsoru, " "Proposal, " "Performance Bond, " and "Plans, and it includes also, all agreements of a supplemental nature that may be entered into during the progres+ of the work. per- ,,Contract Documents" - The plans, specifications, agroement, per- fornance bond, including all rnoditications thereof incorporated in the docu- me.tts before their execution at i all sents of &of the work?the ental nature tlest may be entered into during the progress inclu-jes all of the "Contract Documents. " when it i• completed as indt, ated llowner" - The owner of the work, in the official advertx..ement and named in the contract $ "Contractor" - The individual, firm or corporation undertaking the execution of the work under r the e terms of the contract and acting directly or through his or its *Sent$ "Engineer" - The firm cI Stevens, Thumpwn 6 kunyan, Ioc. or any duty ng the authorized assistant - The authorized eprwsentat engineering thetengineer�tnt Of or owner assigned to observe the work or materials there,or. GC-01 z-7 fit t Yf d +�iPR A.M IR-12 BASS OF AWARDr The award will be made upon the basis of proposal which in the owner's w sole judgment, will serve the best interests of the owner. An early comple- tion date is desired and the owner may give such value as may be deemed appropriate to the contractor's "construction time" after all other features of the Bidder's proposal have been considered. ^ LB-13 REJECTION OF BIDS The owner reserves th a right to reject any or all proposals or to waive any informalities therein it it is believed that the best interest of the ' anaar will be served thereby, ai R � ar 'F i M M 1- M 18-04 t r ! 'r iB-07 SUBMISSION OF PROPOSAL p Each proposal shall be completely sealed in a package addressed as required by the official advertisement, marked with the name of the Bidder and the title of the project; it must be delivered to the addressee at or before the time named in said advertisement. h IB-08 MODIFICATION OF PROPOSAL Change in a proposal already delivered will be permitted only if a re- �( quest for the privilege of making such modification is made in writing signed by the Bidder and the specific modification itself is stated prior to the scheduled closing time for the receipt of proposals. To be effective, every modification must be made in writing over the signature of the Biddet; no other form of pro- cedure will be acceptable. IB-09 WITHDRA 'AL OF PROPOSAL - A proposal .nay be withdrawn at any time prior to the scheduled closing time for filing bids. This may be done by the Bidder in person or upon bin telegraphic or written request. A telephone request for withdrawal of a proposal will not be reccgnized for this purpose. If withdrawal is made personally, a written acknowledgment thereof will be required. After the scheduled closing time for filing bids, no Bidder wV1 be per- mitted to withdraw his proposal unless no award of contract has been made prior to the expiration of thirty (30) days immediately following the time when bids are submitted. Bids received after the scheduled closing time will ,f be returned to the Bidder unopened. ' i IB-10 OPENING BIDS All proposals received prior to the scheduled closinp time and which are not withdrawn as above provided will be publicly opened and read aloud even though there may be irregularities or informalities therein, except that any proposal which is not signed will not be read and, consequently, will be rejected without consideration, IB-11 AWARD OF' CONTRACT h. i Within thirty (30) calendar days after the opening of the proposals the owner will accept one of the proposals or reject all bids. 18-J3 l e . ws ' 7 I y.43 IB-03 EXAMINATION OF SITE AND CONDITIONS Before making a proposal, the bidder shall examine the site of the work and ascertain for himself all the physical conditions in relation thereto. � Y} Failure to take this precaution shall not release him from his obligation as implied by the proposal he submits nor excuse him from performing the work in strict accordance with the requirements of the; contract documents. No statement made by any officer, agent, or employee of the owner nertaining to the site of the work or the conditions under which the work must be performed will be binding on the owner. IB-04 QUALIFICATIONS OF BIDDER The owner desires that this project shall be built by a contractor who is competent and adequately financed. 'The owner may request the bidder to submit a written statement to show experience in construction work of this character as an indication of qualifications and business standing. If required, the bidder may make his statement in such form as may seem appropriate but it should be notarized and failure to comply with this request rnay cause rejec- tion of the 'jid which is affected. , IB-05 PREPARATION OF PROPOSAL Bids must be submitted by filling in with ink for typing) each and every i blank provided for such purpose in the form headed "Proposal", or if the bidder s is required to provide a special form appropriate to the nature of his bid then such form shall be complete in all respects as required by the specifications if it is to merit consideration by the owner. Where indicated all blank spaces ` shall be filled in with words and figures. Written amounts rhell take precedence where there is a conflict between the written amount and the figure. .. If the proposal is made by a partnership, it should contain the name of r- each partner and should be signed in the firm name, followed by the signature f` of a partner or that of a person duly authorized to a. ,r and on behalf of such partnership. If made by a corporation, the proposal . be signed with the name of the corporation and the State :n which incorporated, followed by the written signature of the qualified officer and the de+ignition of the office he holds in the corporation. The address of the person, firm or corporation in whose behalf the proposal is submitted shall be given. The bidder shall comply with all other specific requirements of the proposal form. IB-06 ALTERATION OF DOCUMENTS PROHIBITED • Except as may be provided otherwise herein, proposals which are in complete, are conditioned in any way which the plani or specifications do not authurize, contain unverified erasures or alterations,include items which are M not named in the proposal form or which are unlawful, may be rejected a■ , informal. IP-02 e � f PART I INSTRUCTIONS TO BIDDERS IB-01 INTENT OF PLANS .AND SPECIFICATIONS It is the intention of these specifications to provide for careful, thorough and workmanlike construction procedure in the installation of materials and equipment and in the manufacture and delivery of such materials and equipment. The bidder to whom the contract is awarded shall furnish all the material and Labor necessary to complete said con- tract in accordance with all of its terms and conditions. The plans and specifications shall be considered and used together; anything appearing as a requirement of either shall be accepted as appli- cable to both even though not so stated therein or shown. The engineer MAY iurnish supplemental plans and specifications to define more clearly any requirement of the original documents; these shall be accepted by the contractor as of the same force and effect as though they had been included among the listed drawings and in case of any conflict between the listed and the supplemental drawings, the latter shall govern. The contractor shall not be entitled to extra payment because of his compliance with the require- ments of such supplemental drawings unless they contain new requirements involving costs which clearly could not have been anticipated by an experi- enced contractor in his examination of the original listed drawings or could not reasonably be inferred therefrom as requirements of the contract. All specifications and notes appearing on the plans shall have the same force and effect as though they were repeated herein. IB-02 INTERPRETATION OF DOCUMENTS If a prospective bidder is in doubt as to the true meaning of any part bf the plans, specifications, or other proposed contract document, he may submit to the engineer a written request for an interpretation thereof. The person submitting the request will be responsible for its prompt de)iv- ery to the engineer. An interpretation will be made only by addendum duly issued by the engineer and a copy thereof will be mailed or otherwise de- livered to each prospective bidder. 'The owner will not be responsible for any other form of explanation or interpretation. IB-01 to �` a I. Session 1965, shall be adhered to, and are hereby made. a part of these speci- fications, The contractor on or before the date of commencement of work shall file a statement under oath with the owner and with the Director of labor and Industries certifying the rate of hourly wage paid and to be paid each I clas- sification or mechanics employed upon the work by '- eitieat{on of labors, workmen, P l' - P the contractor or subcontractor which shall be not less than the prevailing rate of wage. Such statement and any supplemental statements which may F■ be neces teary shall be filed in accordance with the practices and procedures required by toe Department of labor and industries. All affidavits of wages paid mutt also include a listing of all usual or "fringe" benefits A paid as well as 'he hourly rate. in addition, prior to payment of final s retention moneys a statement of release must be obtained from the Depart- ment of labor and Industries. Laborers. workmen and mechanics employed upon this project shall be paid an hourly minimum rate of wages and fringe benefits not less than the prevailing rate of rate of wages specified on the list of Prevailing Wage Rates as furnished by the State of Washington Department of Labor and In- dustries for Renton, King County, Washington, I SP-14 OF (5) The contractor will furnish all information and reports required by Executive Order No. 10925 of March 6, 1961, as amended, and by the rules, regulations, and orders t the said Committee, or pursuant thereto, and will permit access to his books, recurds, and accounts by the United States Department of Health, Education, and Welfare and the Com- mittee for p..rposes of investigation to ascertain compliance with such rules, regulations, and orders. (6) In the event of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations or orders this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared inelligible for further Federal or Federally assisted contracts in accordance with procedures authorized in Executive Order No. 10925 of March 6, 1961, as amended, and such other ,,rotations may be imposed and remedies invoked as provided in the said Executive Order or by rule, regulation, or order of the President's Com- mittee on Equal Employment Opportunity, or as otherwise provided by law. (7) The contractor will include the provisions of paragraphs fll through ¢ (7) in every subcontract or purchase order unless exempted by rules, regu- lations, or by orders of the President's Committee on Equal Employment Opportunity issued pursuant to section 303 of Executive Order No. 10925 of March 6, 1961, as amended, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontractor or purchase order as the Department of Health, ' Education, and Welfare may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor'or vendor as a result of such direction by the Department of Health, Education, and Welfare, the contractor may request the t e States to Inter into such litigation to protect the interest of the United States. ' SP-27 WASHINGTON STATE PREVAILING WAGE SCALE: Prevailing wage scale refers to the prevailing wage scale for work in King County. Washington and vicinity and requires the contractor to conform thereto. In cas< of a dispute which is related to prevailing rates of wages for work of a similar nature and if such dispute cannot be adjusted by the parties involved, the matter shall be referred to the Director of the Department of Labor and Industries of the State of Washington and his decision shall be final, conclu- sive, and binding on all parties involved in the dispute. The requirements pertaining to minimum wage rates on public works pro- jects within the State of Washington, as set forth in Chapter 39, 12, Re- vised Code of Washington, amended per Chapter 133, laws Extraordinary •■t SP-1 3 i t ♦ �t t contactor who shall employ a non-resident in excess of the percentage preferences, excepting as herein 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 for whom the contract is being per- formed. SECTION IV, Any person, firm or corporation violating any of the pru- visions of this act shall be guilty of misdemeanor. SP-26 NONDISCRIMIN°.11ON IN EMPLOYMENT During the performance of this contract, the contractor agrees as follows; — (1) The contractor will not discriminate against any employee or applicant ^ for employment because of race, creed, color, or national origin. The con- tractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color, or national origin. Such action shall include, but not be limited, to the following; employment, upgrading, demotion or transfer; rates of pay or other forms of compensation; and selection for training, including apprenticeship. 'The contractor agrees to Post in conspicuous places, available to employees and applicants for employment, notice to be provided by the owner setting forth the provisions of this nundiscriminalior. clause. (2) The contractor will, in all solicitations or advertisements for employ- ees placed by or on behalf of the contractor, state that all qualified applic- cants will receive consideration for employment without regard to race, _. creed, color, or national origin. _. (3) The contractor will send to each labor union or representative of work- ers with which he has a collective bargaining agreement or other contract 4 or una,:standing, a notice, to be provided by the owner, advising the said labor union or workers' representative of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The contractor will comply with all provisions of Executive Order No. ' 109Z5 of March 6, 1961, as amended, and of the rules, regulations, and relevant orders of the President's Committee on Equal Employment Oppor- tunity created thereby. to so SP- 12 t i+ i SP-25 EMPLOYMENT OF RESIDENTS OF WASHINGTON The contractor shall employ bona fide residents of the State of Washington in accordance with the following act entitled "PREFERENCE FOR WASH- ! ' INGTON RESIDENTS ON PUBLIC CONTRACT'S" or any revision thereof: "AN ACT RELATING TO PERCENTAGE PREFERENCE FOR WASHING- TON RESIDENTS ON PUBLIC CONTRACTS FOB GENERAL CONSTRUC- TION, DEMOLITION, ALTERATION OR REPAIR; EXCEPTING WHEN IN CONFLICT WITH FEDERAL LAWS; DEFINING THE TERM RESIDENT: PROVIDING FOR THE PAYMENT OF PREVAILING WAGES; AND PRE- SCRIBING CIVIL AND CRIMINAL PENALTIES FOR VIOLATIONS THERE. i i OF", BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF WASHINGTON: - SECTION 1. In all contracts let by the state, or any department thereof, or any county, city or town for the erection, construction, alteration, demoli- tion or repair of any public building, structure, bridge, highway, or any other kind of public work improvement, the contractor, subcontractor, or person in charge thereof, shall employ ninety-five percent (95%) or more bona fide Washington residents as employees where more than fifty (50) persons are employed, and ninety percent (90%) or more where fifty (50) or less are employed; and shall pay the standard prevailing wages for the specific type of construction as determined by the United States Depart- ment of Labor in the City or county where the work is being performed. The term "resident" as used in this act, shall mean for a period of ninety (90) days prior to such employment; provided, that in contracts, involv- ing the expenditure of Federal Aid Funds this act shall not be enforced in such manner to conflict or be contrary to the Federal discharged soldiers, sailors or marines, or prohibiting as unlawful any other preference or discrimination among the citizens of the United States. k SECTION II. In the event a sufficient nuttier of Washington residents shall not be available the contractor or subcontractor shall immediately notify , the public body wit,, whom the contract has been executed, of such facts, shall state the number of non-residents needed. The public body shall im- mediately investigate the facts, and if the conditions are as stated, the public body shall, by a written order, designate the nurnber of non-resi- dents, and the period for which they may be employed; Provided, that should residents become availabie within the period, such residents shall be im- mediately employed and the period shortened consistent with the supply of resident labor, Ki. SECTION III. The provisions of this act shall be written into every such public contract, including the following penalty. Any contractor or sub- SP-1 1 1 9�. A_ . Whenever a manufacturer's name, brand or item designation is given it shall be understood that the words "or approved equal" follow such n--ne or designation whether in fact they d,, so or not. 11 the contractor desires to furnish items of minor equipment of the engrosse by manufactur- ers othe r than those specified, he shall secure the approval prior to placing a purchase order. SP-22 SAMPLING AND TESTING All the work under this contract shall be fully tested and inspected in ac- cordance with the specifications. The contractor shall furnish all labor and n and material for the testing of the waterline, valve chambers, g ma- terial, backfill compaction, and other units, which he has constructed, or which he has modified, and all such costs for labor and material shall be borne by the contractor. All sampling and testing necessary to secure initial approval of materials shall be the contractor's responsibility. All subsequent sar^iling and test- ing required by the engineer as the work progresses to r,-sur,. proper and continued control of materials shall also be the contractor s responsibility. It shall be the contractor's responsibility to obtain and pay for the services testing laboratory to take all samples and per- of an aprroved independent form all testa necessary as construction progresses to secure and main- tain proper compaction of backfill, quality control and compaction Of initial sur- facing materials and gradation and compaction control of bedding andbackfill materials. The contractor shall furnish three certified copi„s of the results of all tests to the engineer. SP-23 PAYMENTS This project will be financed by the Glacier Park Company. Payments will be made to the contractor in cash d strictly GC 09, Measurement and Payment,`Gene o accordance with Section General Cond tion SP-24 STATE OF WASHINGTON SALES TAX The proposal shall include where provided on the form, State of Washington sales tax in the amount of four and five-tenths percent (4. 5%) on all appli- cable items. State regulations require that the buyer (owner) pay to the seller (contrac- tor) the amount of such tax and the seller make the necessary accounting ` and payment to the State of Washington, W SP• 10 +M shall not exceed on^ block in length, and foot bridges over construction shall be provided with adequ&. a handrails. Bridges at entrances to business properties where vehicular traffic is }}° necessary shall be provided and maintained; they shall be adequate in I width and strength for the service required. No public or commercial � driveway may be closed without the approval of the engineer unless written authority has been given by the owner whose property is affected. The sequence of construction and routing of traffic shall be such that ac- cess to private dwellings uy vehicular traffic will be maintained not more r than onel block from every private dwelling so affected during the period of construction. Also construction must progress so that access ,o pri- vate and public properties is not blocked for a period of more than 15 consecutive days at one time. t� All expenses involved in the maintenance of traffic, detours, bridges, etc, shall be borne by the contractor and the amount thereof shall be included .n his unit price or lump sum proposal. SP-19 EASEMENTS Ad quate easements have been acquired for the construction of the facilities under this contract. If the contractor should require additional easements, 1) extra widths adjacent to existing easements then he alone shall be re- sponsible for obtaining easements, as required, from the owners of the pro- perty. All costs involved shall be borne by the c..,.tractor. SP-20 RELEASES i. The contractor shall fu-nish, before final acceptance. a written release :rom the property owners of each property disturbed or otherwise interferred with by reason of construction pursued under this contract. Should the release be, in the opinion of the Company, arbitrarily withheld, then the Company may, in its sole discretion, accept that portion of the work involved and cause final payment therefor to be made. SP.21 "OR APPROVED EQUAL" CLAUSE In order to establish a basis of quality, certain ptoresses, types of •nach- Jinery and equipment or kinds of materials may he sCecified on the plans or herein, b;r designating a manufacturer by name and referring to his brand or product designation, It is not the intent of these specifications to exclude other processes, equipment or materials of a type and quality equal to those designated. t , t 4 v f 1 1 power transmission and distribution. telegraph, telephone, gas, water, sewer and other utility lines or with the maintenance of traffic or ser- vice thereon, all in a nanner satisfactory to the owner and operators i thereof. Under no circumstances will discrepancies in location or incomplete- ness in description of existing utilities or improvements whether they be. visible from the surface, buried or otherwise obscured, be considered as a basis for additional compensation to the contractor, The existing underground utilities, including gas, sewer, and/ it tele- phone lines, lying within the limits of work under this contract, must be maintained in operation at all times and must be protected from any damage during construction operations. The contractor shall be respon- sible for coordinating his construction with the owner of the utility, or other proper authority; @hull notify them at least one week prior to the commencement of construction operation affecting the utility; and shall be responsible for accurately locating and maintaining the utility during performance of the work. SP-18 TRAFFIC MAINTENANCE AND PROTECTION The work stall be done under a program which shall have the acceptance of the engineer and shill create a minimum of interruptions or inconve.n- lancr, t, pedestrian and vehicular traffic. All arrangements to care for such traffic shall be the contractor's responsibility and shall be made at his expense. Prior to commencement of construction operations, and not later than 10 days after receipt of notice to proceed, the contractor shall provide in writing a plan of procedure of construction, indicating how traffic will be handled, plans for routing traffic, safety provision+, se- quence of operations, and any other pertinent data relating to traffic reg- ulation and protection for the public, as may be required. All such plans and provisions must meet the acceptance of the engineer and the City of t Renton. Existing pawed street ;.ntersections must remain usable to traffic. Access to public and commercial business properties, churches and schools must t be .naintained at all times. 1'he contractor tray be required to provide temporary bridge@ in order to maintain the traffic as required, b4ch bridges shall be adequately de- ided with guard rails, and shall be well lighted at all signed. shall be prov crushed rock and s required inedby t good condition ineer e enl Detours ff repedestran el >r r SP-08 � M accurate construction of the work. 7 SP-15 PRECONSTRUCTION PHOTOGRAPHS q The contractor shall provide preconstruction photographs of the work. 'the 1 photographs shall be taken by a commercial photographer, shall he d inch /11 by 10 inch file size, and shall indicate on the front of each print the date, y_ the name of work and the exa:t location of where the photograph was taken. p 1 Before construction may start in any section, two prints ,-f each exposure shall be delivered to the engineer. Preconstruction photographs shall be taken on the average of one photo- graph at intervals of each 100 feet along the route of the pipeline. u Sp_16 PUBLIC SAFETY AND CONVENIENCE The contractor shall at all times so conduct his work as to insure the least f�l possible obstruction to traffic and inconvenience to the general public and ..� the residents in the vicinity of the ,rk, and to insure the protection of persons and property. No road or street shall be closed to the public ex- cept with the permission of the engineer and proper governmental author- ity. 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 sid•cwalks and private and pub- lic driveways, and the proper functioning of all gutters, sewer inlets, drainage ditches and culverts, irrigation ditches and natural water courses. i� All work shall be carried on with due regard for the safety of the public. Open trenches shall be provided with barricades of a type that can be seen at a reasonable distance, and at night they shall be distinctly indicated by adequately planed lighto. Safety inat!'uctione received from the engineer, Controlling Agency, or the State shall be observed, hit the following of such instructions shall i.i no way relieve the contractor of his responsibility or 1 liability should any accident or loss occur as the result of his construction operations. Flagmen stall he provided by the contractor as required to direct traffic during construction hours. i � Sp-17 MAINTENANCE OF EXISTING, FACILITIES DURING CONSTRUCTION The contractor shall remove, relocate„ or adjust such existing improve- r ments as may be necessary for the performance of the work and, if required herein shall rebuild the existing improvements in as good condition as found with minimum requirements herein specified. The contractor shall make all necessary or required revisinnr and shall perform all construction re- quired by his operations under the contract incident to any interference with ' t SP-07 {[ A l 1rtii� ✓k'y a 3..� 11 3. S. 13 Surveys Lines and grades for buildings and all structures and appurtenant facilities including sewers and pressure lines shall be established by the r contractor from bench marks and base lines established by the engineer. The contractor shall develop and make ah detail surveys necessary for constriction, including the setting of batter boards or other construction guidea from the marks given by the a„gineer. The contractor shall furnish suitable stakes and other markers to be placed as guides for all construction worx and the coat thereof shall be included in thb contract price or prices for various units of the project. In general such stakes shall be furnished from a source where their accu- rate and uniform cutting is a regular business, Stakes shall be stored as the engineer may request. 3. 5. 14 Authority and Duties of inspectors i Inspectors shall be authorized tc inspect all work done and all materials furnisheA. Such inspection may extend to all or any part of the - work and to the prefaration, fabrication, or manufacture of the materials to be used. It is the a:ty of the inspector to report to the engineer as to the progress of the work and the manner in which it is being performed, Y r also to report whenever it appears that the material furnished or the work performed ty the contractor fails to fulfill the requirements of the plans i and specifications, and to call to the attention of the contractor any such - Iailure. In case of any dispute arising between the contractor and the in- spector as to materials furnished or manner of performing the work, the inspector shall have authority to reject materials or suspenr the work until the question at issue can be referred to and uecided by the engineer. w l The inspector is not authorized to revoke, alter, enlarge, relax or reles e s1,, say requirements of the plans and specifications, nor to approve or accept / ! any portion of the work, nor to issue instruction cvmrary to the plans and specifications. '► The contractor's responsibility for work performed under this con- tract shall in no way he relieved because of the presence or abser-ce of an inspector„ Nn work shall be deemed acceptable by reason of the presence of an inspector. 3. S. 15 Inspection_ The engineer or his representatives shall be allowed access to all parts )t the work at all times and shall be furnished with every reasonable _ j 2-y GC-l4 f +► r y 1 for any damage, injury, lose, or expense which may be suffered on account of interference of operations, neglect or failure to finish work at the proper time, or of any other cause. 3. S.9 Contractor to Have Representative on Work The contractor shall at all times have a competent superir•.endent or foreman who shall be acceptable to the engineer and capable of reading and thoroughly understanding the plans and specifications as his &.gent on the work, who shall have authority to receive instructions from the engineer or his authorized representatives. The superintendent or foreman sl'.ali slave A full authority to execute the orders or directions of the engineer without de- w lay and to supply promptly such materials, tools, plant, equipment, and labor as may be squired, regardless of whether or not the work is to be performed by the contractor's own forces or those of a subcontractor. TLe fact that an approved subcontractor is performing any portion of the work shall not relieve the contractor of this requirement. 3. S. 10 Information Regarding Work The contractor shall furnish the engineer every reasonable facility necessary for obtaining such information as he may desire respecting the naturt and quality of the materials used or to be coed and the progress and manndr of the work. The engi• eer shall be ailowed access at all times to the books and records of the contractor, and the contractor shall furnish him all data nec- essary for the determination of the actual cost of all or any part of the work. 3, 5 t N,,:ice t , Contractors Any written notice to the contractor which may be required by law or by the provisions of the specifications may be served on said contractor or his representative, either personally or by mailing to the address given in the contract or by leaving the same at said address. 3. S. 12 Notice by Contractors Wncrever in the specifications the contractor is required to notify the engineer concerning the progress of the work, cr concerning any com- plaint which he may have to make, or for any other reason, it shall be understood that such notification is to be made in writing, delivered to the engineer or his representative in person, or mailed to the office of the engineer at the address given in the official "Notice to Contractors". 2-7 GC-13 t This submission shall be compiled by the contractor and approved --, by tho engineer before any of the equipment is ordered. Each ea:a sheet or catalog in the submission stall be indexed accord- ._. ing to specification section and paragraph for easy reference. After written approval, this submission shall become a hart of the contract, and may not be deviated from except upon written approval of the engineer. Catalog data for equipment approved by the engineer shall not in any case supersede the contract documents. The approval of the engineer shall not relieve the contractor from responsibility for aeviations from drawings or specifications, unless he has in writing called the engineer's attention to such deviations at the time of submission and secured the engineer's written approval, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The contractor shall check and approve the work described by the catalog data with the contract documents for deviations and errors prior to subtt.ission to the engineer for approval. it shall be the responsibility of the contractor to insure that items to be furnished fit the space available. He shall make necessary field measure- _ ments, including those for connections, and shall order such sizes and shapes of equipment that the final installation shall suit the true intent and meaning of the drawings and specifications. Where equipment requiring different arrangement of connsctions from those shown is approved, it shall be the responsibility of the contrac- tor tr, install the equipment to operate properly, and in harmony with the intent of the drawings and specifications, and to make all changes in the work required by the different arrangement of connections. Upon approval of the equipment by the engineer the contractcr shall Ott„ furnish six copies of catalog data of all process equipment or components p thereof together with operating and maintenance instructions. 3. 5.8 Cooperation with Other Contractors I The contractor shall conduct his operations to as to interfere as - litt.e as possible with th se of other contra tore or subcontractors on or near the work. It is expressly understood that the owner has the right and may award other contracts in connection with the work so long as it does not interfere with the worn under .his contract � Where one .ontractor's operations are within the limits or adjoin the cperations of another contractor, each shall be resporsible to the other J 2-7 a catalog number. This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manu facturers. The words " lb: approved equal" shall be considered following a . suchlistings regardless of whether or not they so appear. i The contractor shall furnish to the engineer the complete list of - proposed desired substitutions in sufficient time prior to their use to gig '` the engineer adequate time for his review, together with such engineariz and catalog data as the engineer -nay require. ratlure on the part of the contractor to supply data to tht gineer prior to ordering or using such ' aLernate material or equipment will not relieve the contractor of filtiahltt# '0 acceptable material or equipment as required by the engineer. The contractor shall abide by the engineer's judgment when pre. posed substitute materials or items of equipment are judged to be unaccept- able and shall furnish the specified material or item of equipment in such ,erg case. All proposals for substitutions shal! be submitted in writing by the ssww contractor and nct by individual trades or material suppiiers- The engi- neer will approve or disapprove proposed substitutions in writing witldn a reasonable time. No substitute materials shall be used unless approved in writing. 3. S. 6 Specifications by Standard Designations Whenever practicable, specifications will be made herein by desig- nating certain published "standards" of recognized organizations. Abbre- viations "ASTY" will be used to indicate the American Soriety for Testing Materials and this will be followed by the officially published designation number for the particular specificztion to which the reference applies. Other, standards will be indicated by the full name of the sponsoring organ- ization or by clearly recognized abbreviations. In all c ,see it shall be I understood that such references meat. the designated specifications, or the latest revision thereof. 1 I All material, equipment and devices no, specifically covered by such "standards" as indicated above, these specifications, by "it plans or F by addenda shall be subject to the approval of the engineer to dete-mine the suitability for the service intended. 3. S.7 Equipment Approval Data .t The contractor shall furnish two copies of complete catalog data fo the manufactured items of equipment and a". components to be used in the work, including specific performr.ice data, matertai description, rat- ing, capacity, working presets, material gage or thickness, brand name, ' catalog number and general cyoe as ret,uested by the engineer. 2-7 GC_11 t y Shop drawings f-- mechanicai equipment and other structures or equipment fihall consist of such detailed plans as may be reasonably re- quired for the successful prosecution of the work and which are not in- eluded in the plans furnished by the engineer. These may include plans for falsework, bracing, centering and form work, masonry layout diagrams bending diagrams for metal reinforcement, shop details for precast con- crete items, and installation drawings or instructions. —� It is expressly understood that the review by the engineer of working drawings or shop drawings submitted by the contractor or his .- agents will not relieve the contractor from responsibility for errors in details, dimensions, or quantity or strength of such materials. Material improperly fabricated shall be replaced or modified at the contractor's expense. The contractor shall submit with such promptness as to cause no delay in his own work or in that of any other contractor, not leas than two copies, checked and approved by him, of all shop or setting drawings and schedules required for the work of the various trades. The engineer shall check, with reasonable promptness, such schodu.er , drawings only for conformance with the design concept of the proj d compliance with the information given in the contract documents making desired cor- rections, including necessary corrections relating to effects on design. The contractor shall make any corrections required by the engineer, file with him riot less than six corrected copies, one of which if requested shall be a reproducible transparency, and furnish such additional copies as needei. should he wise more than one copy returned for his use. The engineer's review of suc., drawings or schedules shall not relieve the con- ^J tractor from responsibilit-f for deviations from drawings or specifications, unless he has in writing ca,led the engineer's attention to such deviations at the time of submission and secured the engineer's written approval., nor shall it relieve him from responsibility for errors of any sort in shop drawdngc or schedules. !, The contract bid prices shall include the cost of furnishing all shop and installation drawings and the contractor will be allowed no extra compensation for suet- .rawings. The contractor shall keep one copy of all drawings (including shop drawings) and specifications on the work, in good order, available to the engineer and to his representatives. 3. S. S QuAIAY of EquIPMent and Materials r In order to establish standards of quality, the engineer may have, in the detailed specifications referred to certain products by name and 1 si 2-7 GC- 10 r ;t The ,ontractor shall take no advantage of any errors or omisaions in the epeca:cations and plans or of any diecrevancie• in or between same; f�( but where such errors, omissions or discrepancies occur, he will be gov- "i' ` erased by th,3 apparent intent of the specifications and plans and by orders of the engineer. Work performed by the contractor as a result of an error or omission in the plans and specifications when such error or omission # is not called to the attention of the engineer shaii be at the contractor's risk. 3. 5.4 Plans and Working Drawings The contractor will be supplied with six sets Of specificetions and the prints of the drawings prepared by the engineer showing the project in detail. The contractor may obtain any additional prints required from lase engineer by corrpensating the engineer for the cost of printing involved. Figured dimensions on the drawirge will be used in preference to waling the drawings. Where the work of the contractor is affected by fin- ial. dimension, these shall be determined by the contractor at the site, and _ he sti:ll assume responsibility therefor. Geu ral drawings shtrwwg such details as are necesear, to give a comprehensive idea of the construction contemplated will be included In ` the plans; but the contractor shall submit to the engineer for review such �y additional shop details, settings, schedules and such other working draw- . ings as may be required for the construction of any part of the work, and prior to the review of such plans sk dwee or uaaterusl ordered sh be at the contractor's risk. All shop or working drawings shall be made in SO& sI c1+ar and legible reproductions can be made from them. Any drawings submitted for review which are, in the engineer's opinion, carelessly pre- pared, erroneous or unchecked, will be returned to the contractor for re- drawing and checking, and after such redrawing and checking shelf be resubmitted to tile engineer. Of All drawings 8 i 1 I inches,tted to the nglnxel7for review inebee, ors22lx 36 in hes. F the following Shop drawings for structural ec el items, structures or miscellane- oas iron items shall consist of shop details, erection and other working plans showing dimensions, sizes of material, lists of field rivets and bolts, details and Other information necessary for the complete fabrication and erection of all such metal work. dL2-7 vC.0') F. . o M$ S GC-05 CONTROL OF THE WORK i. 5. 1 Authority of the Engineer _ To prevent misunderstandings, disputes and litigation it is expressly i understood and hereby agreed l.o by all of the parties to the contract, includ- ing the surety, that the engineer shall, in all cases, determine any and all questions which %nay arise concerning the qualay, quantity and acceptability of materials furnished and work performed, the manner and rate of progress _ of the performance of all work; the interpretation of plans and specifications,, and the amounts and clasrifiutlono of the several kinds of work and materials; these matters shall be final, binding, and and his estimates and decisions in conclusive upon sll parties to the contract. A The engineer shall be the owner's representative during the construe- lion period and shall ohcerve the work in process on behalf of the engineer that said work will not be considered completed until approved by and accepted by the owner; that the contractor shall at all times carry out ..,� and fulfill the instructions and directions of the engi.near insofar as the work to formed under the contract is concerned; and that in the event the be persuch contractor fails to carry out and fui owner r.,ay refuse to make any pallor final payments to theicontraretorthio long as such instructions and directions are not complied with. Incame of the termination of the emp]ayment of the engineer, the - - owner shall appoint a capable and reputable professional engineer wbose status under the contract shall be that of the former engineer. 3.5.2 Deviation from the Plane j No deviation from the plans or the approved working and/or ehup •- ',,.' drawings is permissible except on written order of the engineer. 4� 3. 5. 3 Intergretation of Contract, Specifications and Plans In ^•.sea of conflict in the requirements and provisions as set out by the contract, the specifications, or the plans, such conflict shall be recon- ' ing order of precedence for the various ciled by the acceptance of the follow contract documents: (1) the contract document bearing thenractor; signature of the cwner and acultT_e hnic(al' the Provwisions of Par• IV; (4) the ritten proal Of the �plan$,oincluding part I and Sp notes written thereon; and (5) Parts It, 1SI. and Standard Technical provi- $ions of Part IV of the specifications. silence of the specifications and plans as to airy dots" The apparent concerning ..of edescription i or the apparent omission from them that only the bestgeneralpraeice any point, shall be regarded as meaning is to prevail and that only approved material and workmanship of first qual- ity are to be used. GC-08 2-7 prepare the work so there will be minimum interference with traffic, if the work is on a public right of way; and take every precaution to prevent any damage or unreasonable deterioration of the work during thy: time the work is closed. If upon reopening the work, it is found that any such dam- ages or deterioration has occurred, due to the lack of said precautions, then, and in that event, the contractor shall correct all such conditions at his own expense in a manner acceptable to the engineer. 3.4. 6 Final Trimming of Work Tha work to be done under the contract shall include such repair work as may be necessary to overcome such deterioration as may occur on some portions of the work while other portions of 'he work arc being performed. The project shall be in a neatly trimmed and well-finished condition throughout at the time of completion and acceptance. "7 3.%.7 Final Cleaning Up Upon completion of the work and before acceptance and final pay- ment shall be made, the contractor shall clean up the right of way and all properties on which he has operated in the construction cf the project, in cluding removing or burning all discarded materials, rubbish and debris. He shall tear down, remove or burn all construction plant structures erected by or for him, or by or for his subcontractors or employees on the r'_ght of way or on property controlled by the owner. He shall do all things necessary to put the whole of the right of way and such other prop- erty controlled by the owner as he may occupy in a neat, clean and orderly condition. 3,4.8 Rerr ival , f Contractur's Equipment and Materials ) It is understood and agreed that the cont actor is to promptly re- move from the project right of wati and other property owned or controlled by the owner, all equipment and material that he places thereon that is not to become the property of the owner. It is further understcod and agreed that any such equipment and material of all kinds that is not removed, as herein provided, within thirty (30) days after the date upon which all other work to be done under the contract is completed, or within such longer time as may be agreed upon in writing between the contractor and the engineer, shall become the property of the owner and may be used or otherwise dis- posed of by the owner without obligation to the contractor or to any party to whom he may transfer title. _ Nothing in the above clause shall be construed as relieving the con- tractor from his obligation to clean up the right of way and the s�:es of his operations and to remove and dispose of debris, waste materials, etc. , in accord with other prntisions of the contract. 2--7 GC .07 x, V. or for anticipated profits on account of any portion of the work that may be omitted, provided such omission shall not thereby reduce the: amount of the contract by more than ten per cent (10%) provided, however, that the owner shall have the privilege of deleting any item or items of any sched- ule in its entirety and said ten per cent of permissible reduction then shall apply only to the aggregat., --ontract price for the remaining items. Dele- tion of entire items generally shall be made when the contract is executed —^ but in case the contractor shall have performed some work on account of any item which is subsequently deleted, he shall be paid therefor oa the basis of extra work. 3.4. 3 Alterations in Details of Construction The engineer, during the progress of the work, may alter any of the details of construction as may be found expedient or suitable; such alterations shall not invalidate the contract nor release the surety, and the contractor agrees to accept and execute the work as altered the same as if it had been a part of the original contract. The componsation to the contractor in such cases shall be determined as specified for Additional Work abould additional requirements be made of the contractor or by nego- tiation if the work is reduced. 3.4.4 Extra Work Upon the w-itten order of the engineer, the contractor shall per- ` form such additional or extra work that may or may not be included tinder .. or covered by contract prices, as may be necessary for the satisfactory eomple„on of the project. If the work is of a kind for which a spec&-a- tion is given herein, it shall be performed in accordance with that speci- fication subject to such supplemental or additional specifications, plans and instructions as the engineer may issue. If the work is of a kind not covered by a specification given herei: it shall be. performed in accord- �+ ante with accepted practice for the class of work intended and in accord- ante with such plans as may be issued by the engineer. / C . The owner shall have one option of paying for additional or extra work at the stipulated unit p:ices or stipulated lump sum prices given in the proposal form or on a force account or cost plus basis described in Article 3.9.6 of these specific*'bns. Payment for extra work will be made only when the work involved has beer authorised by the engineer, ' in writing prior to performan-e of the work. 3.4. 5 Protection of work During Suapenaion _ U it should become necessary, because of the lsteness of the sea- ) son or any other reason to stop the work, then the contractor shall open r proper drainage ditches; erect temporary structures where necessary; Z-y GC-06 t' a e 3. 3.4 Isaamination of Plane, Specitieatiune and Site of Work It is understood that the contractor, before signing the contract, has made a careful examination of the plans, specifications, and contract; tha he has fully informed himself as to the quality and quantity of materials and the character of the work required; and that he has made a careful examination of the location and condition of the work and the sources of sup- ply for any and all materials. The owner will in no case be responsible for any lose or for unanticipated costs that may be suffered by the contractor 1 as a result of conditions pertaining to the work. �11 3.3. 5 Amount of Contract Th. amount of the contract shall be understood to be the total sum of the amounts computed from the approximate quantities and unit prices or the lump sum as given in the proposal form. Where prices are given on y alternate items, only the amounts of the aiternates accepted by the owner t will be included in the total. 3.3.6 Execution of contract Within ten (10) days t.fter receiving from the owner properly pre- pared contract documents, t:,e successful bidder shall sign the contract. GC-04 SCOPE OF WORK 3.4, 1 Intent of the Plans and Specifications The true intent of the plans and specifications is to provide for the execution and completion in every detail of the project or work described in the special provisions And contract. Except as otherwise specifically provided, the contractor shall furnish all labor, tools, implements, machinery, supplies, materials, and incidentals, and shall do all things necessary to perform and to complete, according to the specifications and plans, the work to be dote under the contract. This shall be understood to include, in addition to the work specifically called for in the plans and specifications, the performance of such extra, additional, and incidental work se may appear in the sole Judgment of the owner to be necessary for the completion of the work contemplated in a subetantial, workmanlike, and otherwise satisfactory manner. 3.4.2 Increased or Decreased Quantities The right is reserved by the owner, without impairing the contract to matte such increases and decreases in the quantities of the work as may be considered necessary to c^mplete fully and satisfactorily the work in- cluded in the contract. The contractor shall have no claim for damages 2-.f OC-05 t a to until the said bond is furnished and approved by the owner. If said bond � is not so furnished within the ten days herein specified, the crantract may be immediately terminated by the owner without any notice tc the contrac- tor. No work may be :ommenced until the bond her been approved by the owner. Whether or not there appears here or elsewhere he,cn specific -- t referenre to guarantees of all itemr of material, equipment, workmen. :hip, they nevertheless shall be to guaranteed against mechanical, •truntural, or other defects for which the contractor is responsible that - may develop or become evidem within a period of one year from and after . acceptance of the work by the owner. Such guarantees shall include care of backfilling of ditches or at structures should the fill settle to such ex- tent as to requite refilling or resurfacing roadway surfaces to restore the original or intended condition or grade. This guarantee shall be understood to imply prompt attention to any remedy of such defects as ^ those mentioned above if and as they occur after the contractor shall have written notice of their existence. If the defect, in the opinion of the owner, is of such rature as to demand immediate repair, the owner ^ shall have the right to make them and the cost thereof shall be Larne by the contractor. To support the above guarantee the contractor's performance .. bond rball remain in full force and effect for o- _ year following the acceptance of the project by the owner. The bond shall be executed by ` a surety company authorized to do business within the State and it shall be subject to the approval of the attorney for the owner. In addition to the above re,,uirements, the contractor shall make his own determinations a.0 to the amount of the bond which will be required by any corporation or agency granting a permit for work to be done under A these plans and specifications. Such bonds shall be in addition to that re- t quired by the owner as indicated above. 3,3. 3 Estimates of C ttantiUss Atmroxirnate Only It is expressly agreed that the quantities shown in the proposal form whether for a "Unit Price Contract" or :n connection with a "Lump Sum Contract", given under the heading "Schedule of Contract Prices" are approximate only end are not to be taken to be either representations y, or warranties. The owner does not expres!ly nor by implication agree that the actual amount of work will cam-,respond therewitt, and reserves the right to incrsas6 or deco-r .e the amount of any class of portion of rw ' the work as may be doomed 'wcessary or expedient by the engineer, without extra or special car psnsation .o the contractor except as may t be provided elsewhere in KAsse specifications. v 2-7 CC.04 sr t i "Written Notice" - A written communication delivered in person to the individual or to a member of a firm or tc i officer of the corpora- tion for whom it is intended, or if deliverei or sent by mail to the last p business address known to the one who gives the notice. It shall he the 4 duty of each party tr advise the other parties to the contract as to a:.y change in business add can until completion of the contract. 'Act of God" - Means an earthquake, flood, cyclone or other cataclysmic phenomenon of nature. Rain, wind, Rood or other natural phenomenon (`.nclur:ing earthquakes, cyclones, etc.) of recorded intensity for the locality of the work shall not be construed as an Act of Gad and no reparation than be made to the contractor for damages to the work result- y ing therefrom. GC-02 PROPOSAL REQUIREMENTS AND CONDITIONS t 3.2. 1 Inclusion of Proposal in Contract The requirements and co:iditiona of he proposal are hereby made part of this contract. GC-03 AWARD AND EXECUTION OF CONTP ACT 3.3. 1 Time Reserved for Award of Contrac_end Preparation of Contract Docurr into The time of completion of the work contemplated by thie contract shall not be vitiated by the fact that there will, of necessity, be a certain period of elapsed time between the date of receiving h°ds and the signing of the written instruments by all parties thereto. in specifying the dates for completion, It has been assumed that a period of not more than forty- five (45) days will elapse between the receiving of the bids and the submis- sion to the contractor of the written contract for his execution. If the above period exceeds this amount, the bidder will be released from his proposal bond unless by written not:.ce to the owner the contractor has granted the owner an extension of time for the official sward of the contract. 3.3.2 Contractor to Furnish Bonds The contractor shall within ter. (10) days from the date of notifica- tion by the owner that, the contract is ready for signature and before com- mencing work thereunder, furnish to the owner and maintain in force during the continuance of this contract a bond satisfactory to the, owner snd with such surety or sureties as the owner may approve. The bond shall be in the full amount of the contract price and shall be for the faith- ful performance of this contract in all respects, ..ncluding but not Limited to payments for materials, litoor, etc. , and no contract shall be binding 2-7 tx-Q3 f - x "Performance Bond" - The form of security approved by the owner, furnished by the ccntractor and his surety guaranteeing the complete and faithful performance of all of the obligations and conditions placed upon the contractor by the contract. "Plans" - The maps, plans, and drawings as listed and referred to in the "Contract Documents" together with any additional maps, plans, or drawings furnished by the contractor it and when they are approved by the V engineer; also any supplemental drawings furnished by the engineer to the contractor and also all approved shop drawings submitted by the contractor and approved by the engineer, all as provided elsewhere in these specific►- - tions or other contract documents - "Proposal" - The written proposal of the bidder on the form furnished ^ for the work contemplated and which is required to be signed by the bidder. "Proposal Guaranty" - The security to be furnished by the bidder as a guaranty of good faith to enter into a contract for the work contemplated if it be awarded to him. "Right of Way" - The area provided by the owner for use in con- 11 ' strutting the work covered by the contract, including the appurtenances thereto. The right of way so designated may be either temporary or per- "Specifications" - The directions, requirements, explanations, terms and provisions pertaining to the variove features of the work to be dons, the manner and method of performance, and the manner and method of measurement and payment The specifications include such directions, requiremente and explanations as appear on the plans. "Subcontractor" - Any individual, firm or corporation acting for or in behalf of the contractor in the execution of all or any part of the con- tract. This does r.�t include those working for hire or suppliers of material _ or equipment except that production of materials or supplies at the projsct site shall be deemed as being produced by a subcontractor where such is M not produced by the contractor's own forces and equipment. "Supplemental Agreement" - Any written agreement or understand- ing entered into between the contractor and the owner to s^pple�nent or A4 clarify, or alter the plans, speci:ications or contract, or to otherwise provide for unforeseen work, contingencies, alterations in plans, and other matters nct contemplated by or aiequately provided for in the plans and speciflcatictis. t "Surety" - The Company or Association which is bound with ind Is performance of the contract, and for for the contractor, for the acceptab his payment of all obligations arising out of the contract. where applying r to the "Proposal Guaranty", it refers to the Company or Association which � engages to be responsible for the bidder's execution of a satisfactory ccu- ' tract when and if his bid is accepted by the owner. "Work" - Work shal. be understood to mean the furnishing of all bor, materials, equipment ano other incidentals necessary or conveni- rnt to the successful completion of the project or the portion of .he project t involved and the carrying out of all the duties and obligations imposed by ? the contract. a- 2-7 GC-9Y +� w i �4 R ....TM,{n>• ......, ,. i 3.7. 19 Air and Water Pollution Laws k The attention of the contractor is tailed to statutes of the state re- rt lating to the pollution of water and air. The ..ontractor shall carry out his operations in confort.aity with the applicable sections of state statutes and all regulations which are adopted pursuant thereto. 3.7.20 Uae of Completed or Uncompleted Portions ..� The owner shall have the right to take possession of line we any t Y „. completed or partially completed portions of the work, notwithstanding .}� that the time h, , completing the entire work or such portions may not have expire•:. -,t: each taking possession and use shall not be deemed an accept- once of any work not completed in accoAance with the contract documents. If such prior use increases the cost of or delays the completion of uncom- ^� pleted work or causes refinishing of completed work, the contractor shall lMJ be entitled to such extra compensation, or eaaension of time or both, as the engineer may determine. GC-08 PROSECUTION AND PROGRESS 3.8. 1 Prese,utiori of Work The work to be done under the contract shall net be commenced uW11 the contract and ?erformanca bond ha••e been executed by the (entree- tar and his surety and delivered to the ow.aer and until written notice to proceed has been received by the contractor. Performance of the work to be done under the contract shall be commenced within ten (10) days after re^_eipt of written noti. a to proceed by the contractor, less later commencement of the work is authorized by the engineer. From the tame t f commencement ct the work to the finte of comple- tion, the work shall be ;arosectited as vigorously and as continuously as weather condit:cna will "rmit and always in accordance with a schedule which will insure completion within the apecified time limat due allowames being made for possible unfavorable conditions, interference, breakdowns, anti other causes of delay. There shall be no voluntary shutduwn or slow- ing of operations without prior approval of the engineer. If it appears to the engineer that the rate of progress being made is not such as will insure the completion of the work within the specified time limit, it shall be within the authority of the owner, upon notificatlnr by the engineer, to raqui a the contractor to provide additional equipment and men and to take such other steps as may be necessary to I-sure corn- plet' as specified. 2-7 GC-27 t i i f The owners, its officrrs, agents .including the engineer) and employees, %hall ba nor 3 an add,,ional named inset •d under said policy or policies. A ate f insurance on the turn furnished by the owner ahalt be con and filed with cnd approved by the owner prier to commencement of work. The certificate shall indicate that the pokey or policies will not be cancelled without 30 days' prior notice to the ovmet. d. Property Insurance on Proaect in the Course of Construction, _ Contractor shall purchase and maintain "Builders At Risk" insurance, and such insu,:,nce stall include coverage for Loss caused by earthquake landslide and fl,,od. In addition, the policy shall include coverage for damage resulting from contractor's faulty workmanship, construction or design. The insurance shall be equal to one hundred percent of the con- tract ,imount. Insurance will be evidenced by the original policy or a certified R copy _reef. The named iosured shall include the contractor, the owner, _. and.. the engineer as agent of the owner, as their respective intererls rasy appear. P 3. 7. 19 Payment of Bills by Cnntractor� .. The contractor shall promptly make ball p:.yment for labor, material, supplier end provisions, at such times as they become d..e and payable, to Al. persona supplying said contractor or his subcontractor with labor. sere- ices, m, arials, supplies or provisions for the prosecutior. of the work providrd for in the contract.. and he shall not permit am lion or claim to be filed or pros.cuted against the owner for or on account o! any labor, ' services, material, supplies or provisions furnished. _ In the event that said contractor fails, neglects, or refuses to make prompt ai.d full payment c: anv claim for labor, services, materials, sup- plies or provisions Turn!-,hod by any person in connection n wifla the materials.tlAct �p- as said claim, becomes c is, whether said labor, n plies or provisions to be performed or turn+shed .nr said contractor or for his subcontractor, then, and in such event, the owner may withhold the ..mount of such claim by ,•,e person or persons furnishing such labor, serv- ices, materials, supplies, or provisions and deduct the rniount thereof from funds due or to become due said contractor by reason of tF.e entrant. F The dsdcction of any such amounts because of Blair. s in the «iannar herein t authorized will not, however, relieve the contractor or his surety from his or its obligation" with respect to any unpaid claims. Sums x cortifies- ld ,ens1 for the purpose nYmeo `,erein will be paid tc the contractor upon ert tion that said claims have been paid. - 1 g GC-26 1 r L 'to the owner for any lasses arising out of the contractor's operations include ing any contingent liability &timing therefrom. b. Industrir.l Accident or Workmen's Compensation Insutance. The contractor shall purchase and maintain during the life of this contract, industrial accident or workmen's compensation insurance for all employe who will work on this project and, if any work is sublet. the contractor shall require the subcontractor similarly to provide such insurance for all of .".e latter's employees uniess they are included under the protection afforded by •he contractor. employees engaged in hazardous work are 1 not protected under the state statutes (or rt•les of) for industrial accident 1 insurance the contractor and any subcontractor who is affected must pro- + vide compensation insurance with a private company which in amount shall to equlva, nt to that provided by the state industrial accident i.surane" for Can protection of employees who are not so engaged. The contractor ahaU purchase and maintain appropriate insurance for maritime employees subject to :ederal jurisdiction, including both the Federal Longshoremen and Harborwcrkers Compensation Act and Federal ' Maritime Employert Liability law (Sores Act). c. Public Liability Insurance. The contractor shall purchase, and mainta ^ in force during the life of this contract such public liability insur- ance as shall protect the owner and the .ontractor against loses afiich may result from claims for damavas it • personal injury, includiryj acei- dental death, as well as from .laims for property damages, which may :rise from any operations under We contract, whether such operations be those of the eontrector, a subcontractor or anyone directly or indirectly employed by either of them. Bach Public L.ability insurance shall include coverage for: 1• Premises and Operations °• y;y 2. Independent Subcontractor& 3. Completed Operations F J 4, Blanket Cortractual 3! S. Contipaent employers or Stop Gap (where applicable) 6. "Broad Form" Property Damage including coverage for; "X" Explosion Damage ti "C" Collapse Damage "U" Underground Damage J 7. Owned, Non-Owned and Hired Vehicles Public liability shall be to an amount not lose than two hundred J fifty thousand ($251,000) for injurts, including &cc:deutal death to any ore person, and in an amount of not less than five hundred thousand ($500,000) for any numbor of persons in one occurrence. Property dam- age insurance shall be in an arnuunt not less than two hundred fifty thousand ($250,000) for as one occurrenc-a, d-7 GC.25 3. 7, 14 Contractor's Responsibility for Work Until final acceptance of the contract, the contractor,sht be held responsible for any injury or damage to the work or to any part thereof by _. the action of the elements, or from any cause Whatsoever, and be shall make good at his own expense all injuries or damages to any portion of the work before its completion and final acceptance. 3. 7. 15 Personal Liability of Engineer In carr, .ng out any of the provisions hereof, or in exercising any power or authority granted to him by the contract, there will be no liability upon the engineers or their authorized assistants, either personally or as - agents of the owner, it being always understood that in such m• tt ra they act as the agents i A representatives of the owner. 3. 7. 16 No Waiver of Legal Rights The owner @hall not be preclu led or estopped by any measurarneat, — estimate, or certificate made either before or after the completion and acceptance of the work and payment therefor from showing the true amount i and character of the work performed and materials furnished by 'he con- tractor, or from shoe ing that any such measurement, estimate, or certifi- cate is untrue or incorrectly me.de, or that the work or materiale do not , conform in fact. t the contract. The owner shall not be precluded or estopped, notwithstanding any such measurement, estimate or certificate, bw and payracritin accordance therewith, from recrierEng from the contractor and his sureties ouch damages as the owner may sustain by reason of the •tracto•'a failu.re to comply with the terms of the contract. Neither the piance by the owner, or by .ny representative or agent of the owrer, nor any p•cyment fcr nor acceptance of the whole or any part of the work, nor any extension of time, nor any possession taken by the owner shall operate as a waiver of any portion of the contract or of any power herein :. reserved, or any right to damages herein provided. A waiver of any breach of the contract shall not be `geld to be a waiver of any other subse- - v quent breach. vY 3.7. 17 Insurance a. Genaral The contractor shall not commence work until he has M obtained all insurance required urder this section or until he has satisfied the owner in this respect; nor mall he allow any subcontractor to com- mence work -antil the subcontt,_tor also has obtained similar insurance r which applicable to his work. The contractor shall i mintain insurance throughout Via life of the contract including th, guarantee and maintenance period as will hold the owner and his agents harmless and shall indemnify r 2_7 GC-24 tr ' -- .. .... 1 I , 3. 7. 13 Responsibi'ity for Damages •.„_•. The contractor shall be responsible for all damages to property M, injury to persons, end loss, expense, inconvenience, and delay that Milk be caused by or that may result from any act, omission, or neglect o: the , contractor, his subcontractors, or his employees in the performance ad, the work to be done under this contract. The contractor shall indemnify and save harmless the owner, the owner's officers, empinyees, and agents (including the engineer) from all �. claims, demands, suits or actions of every name and description brought - for or on account of any damage, injury, loss, expense, inconvenience, or delay received or sustained, or claimed to he received oT sustained by any person or persons, which damage. ,njury, Ica-, expense, inconvenience, or delay may have been caused by or may have resulted from the perform- ance of the work to be done under the contract, at from any act, omission, or neglect of the contractor, his subcontractors, or his employees; pro- vided, however that the owner shall promptly call to the attention of the contractor any claim, demand, action or suit filed with the owner for any such injury or damage and should suit or action be commenced a[ainst the owner to recover any such claim or damage, the owner shall, before time for answer expires or before default has been entered, furnish the contractor and/or his surety with a copy of the complaint. It is express.y underatood that, in the event any of the hereinabove mentioned claims, -� demands, suits or actio_r are no settled or otherwise satisfactorily con- cluded by the contractor and a valid rel.4se thereof or other suitable evidence to that affect has not been furnished to the owner, the owner m^7 retain so much of the money as is dua to the contractor, or such money as tmay become due to the contractor, under and by virtue of this contract, as may be considered necessary by the owner. The owner may retain such monies until such claims, demands, suits or acN.ons have been settled or otherwise concluded to the satisfaction of the owner o& until the interests of the owner or the persons concerned have been satisfactorily protected. 1 The owner, the owner's officers, agents (including the engineer). and employees wi11 not in any manner be anwwerable or accountable for any Joss or damage resulting to the said work, or any part thereof, or to any of the equipment, materials or other things used or employed in pros- ecuting or completing said •..ork, during its progress from any cause what- soever, but all such lose or iamage shall be borne by the contractor, and all work under the contract shall be solely at his risk until it has been fin- ' ally accepted by the owner, j 2-7 GC-23 f 3.7. 11 Protection of Property and Persons In the performance of the work to be done tinder the contract, the contractor shall use every reasonable and practicable means to avoid dam- age to property, injury to persons and loss, expense, inconvenience and delay to property owners, users of streets or highways and others. He shall provide protective devices and flagmen wherever and whenever needed in yt(ording this prote tion and, in the performarce of the work, he shall use no means or methods which will endanger, unnecessarily, eitb�r per- sons or property At points where the contractor's operations are adjacent to prop- erties of railway, telegraphs, teleptcue and power compattier, or are adja- cent to other property, damage to which might result I material expense, loss, or inconvenience, work shall not be commenced until all arrangements as well as - necessary for the protection of the interests of the ownor, Y interest that a third party may have therein, have been made. .- When explosives are used, particularly in prox?mity to buildings or ^r ether structures, care shall be taken to protect the surroundings from In- jury by the explos c-s, the resultant concussion or by flying rocks or debris. The quantities of explosives and the manner of their use shall be such that adjacent grope.ty will not be dama .9d. in -eat the vicinity of the work is acceesible to the general public, the contractor shall, oefore any shot* are fired, post man about the work in various directions tw warn all persons of the danger existing o pr-vent them from approaching closer than safety" will permit. 3.7 12 dt.estorstion of 041z ¢ed Pro2ert ! All damage and injury to property that may be caused by or that v may .esult from the carrying out of the work to be done under the contract, or from any act, omission o.• neglect of the contractor, his subcontractors,rf _wr or his employees, shall promptly be made good by the contractor amn damaged, eithor some er b the repairing, rebuilding, or replactnd of the property Iaged, of failure E other manner satisfactory to the owner of such Property. !t on the part of the contractor to promptly a net satisfactorily actorilythe rn; e g d such �Y damage or injury, the owner mati, rt as may be deemed nee- read to repair, rebuild, or replace such property i Jary, and the cost thereof will Lie deducted from any monies due or which r may yeCd.ne dvt the contractor under the ectstract. in applying the rrovisiohs above stated, the repairing, rebuilding or M� replacing of dam:tg`d property shall be understood to include the providing •rf any temporary facilities that may ba needed to rhalr#ain normal service u,stil the required repairing, rebuilding or replacing is accomplished. rr i GC.22 _ 2-7 l h : cresting and maintainirg temporary fences aoA for otherwise providing fut the restraint of stock shall be borne by the contractor. The contractor shall use all re,scnable care :o avoid damaging existing fences, and he shall repair or replace at his own expense, and to the satisfaction of the owner, al: fences which are in an— way damaged by y his operations. 3.7.9 Safeguarding of Excavations 'l 1 The contractor shall provide such safeguards and protections around and in the vicinity of the excavations he rnakee as may be necessary to pre- vent and avold the occurrence of damage, loss, injury and death to property j and persons because of such excavations. Liability for any such damage, loss, injury or death shall rest with the contractor, in the cases of excays- tions made on the highway right of way or on lards owned or otherwise con- trolled by the owner. The contractor's responsibility for safeguarding and protecting and his liability for damage, lose, injury or death @bell cease when all work to be done under the contract is completed and accepted by ry... the owner. 3. 7.9 Use of Explosives In the use and storage of explosives, the contractor shall use every precaution to prevent injury to persons and damage to property. Secure storage places shall be provided and all such places shall be clearly marked with warning signs. only persons experienced in the handling of explosives shall be allowed to use them on the work, and no shot shall he put off until warning has been sounded and all persons within the radius of danger removed. In the hrridling and storage of explosives, the contractor must c ply with all federal, state and local laws. and the owner will in o way be n i sponefble for any noncompliance therewith or for damages to property o or injury to persona resulting from accidental or premature explosions. 3.7, 10 Tr*sWs The contractor wal be solely responsible for any trwryass upon adjacent property or Injury tLereto. resulting from or in connection with Us operations. He will be liable for any claims that may be mad* on acca.tnt of trraspass or the dsposit of debris of any kind upon private prop- arty. 1 ' 2-7 GC-21 t '� y rot!te of a .irl.. Entrances to residences: garages, service stations, bur;- nets place 1, •1riveways of all kinds „hall not be blocked for more than a feu hours, if at all. Satisfactory means of ingress and egress for persons _ residing of having occasion to transact business along the route of the work shall be maintained at all times. The contractor shall not work before :00 p.1,4. `without written permissio 7;Ot1 A.lA. or otter 6 n of the engineer. 3. 7. 6 barricades W '* Sian and Flagmen her rt.n ,.,.tractor shall at hie expense and without further or for tam- order provid, erect and maintain at all acmes uua:,•ji tce , signs, other en porary suspension of the work rsitable barricades, fkeep and maintain such adequate warnings or protection, and shall provide, keep ,;anger lights. signals, and flagmen as may be necessary or as may be ordered by the engineer to insure the safety of he public +c well as th')se engaged in connection with the wo:k. All barricades and obstructions eha12 which shall be suitably distributed be protected at night by signal lights across the roadway sod which shall be kept burning from sunset to sunrises truction and shall be suitably pa Barricades shall be of substantial ccv to increase their visibility at night* Failure of the engineer to notify the contractor c r from in barriers ` lights, signals. or flagmen shall not relieve the contractor from this respon- sibility. n are necessary for the it. in the judgment of the engineer, flagma Pe ion and safety to traffic, such flagmen shall, purrose of protect on order ct M the engineer, be furnished at the contrpctor's expense. The sigi,s to be furnished and used by the contractor in diracdng, ro•ttrolling sad safeguarding traffic shall conform with the standard sign designs in use by the state highway officials. g Of ic The cow- sll oeaseswhenithel work iucludedty for the gin the n contract if as specified abov aecepted as cw,.,:ete' sy.. 3. 7. 7 Fences By the construction of temporary fences, or by other adequate y meerein ans, the contractor shall restrain stock from Is be madeptg thz �alblehby, they are confined or from trerpassuig fences ✓� . or which might result from, "he removal a Mork under thetcontract�stThe con- or the carrying out of a+ry 1» or damage that may result tractor shall he responsible for all loss, injury ovided. The expense of from his failure to reatrain stock as Above p GC-20 2-7 1 ♦ w xr ,y yyy e WRIF F"WIM W 1 W,4 at present and those which may be emote t later, of bodie or tribunals having any jurisdiction or authority over the work, and shall indemnify and save harmless the owner and the offic..ra, amplo, es, and agents (including the engln,ner) of the owner c.gainat any claim or liability arising from or tamed on the violation of any such laws, ordinances, regulations, orders or decrees, wY.ether such violations be by the contractor, his sub- contractors or his ernpl,:fees. 3. 7.2 Permits and I1censes .M The contractor shall procure all permits and license$, pay all charges and fees, and give all notices necessary and incident to the due „l and lawful prosecution of the work. Such fees shall be included in the .� basic contract price. 3. 7.3 Patented Devices, Materials, and Processes p +• ��1111 The contractor assumes the responsibility of defending any and all suits or actions brought for the infringement of any patent claimed to be infringed by any material, device, plan, method or process to be iucr, rpo- rated in the work and/or 7equired to be used in connection with the work ,.i to be done under the cotnracc, including all attorney's fees and court cost$, and he shall indemnify and save harmless the owner, the officers, em- ployees. and agents (including the engineer) of the owner from all claims )' r of and suits or actions for infringements of patens. ■3 3.7.4 Sanitary Provisions The contractor shall observe all rules •nd regulations of the state and local health officials, and shall take such precautions as are necessary to avoid creating conditions which are not sanitary. The contractor shall provide and maintain in a neat and sanitary condition such accommodations ; for use of his employees as may be necessary to comply with the require- ` •, ments of public health officials. He shall permit no public nuisance at any place over which he has control. f 3.7. 5 Public Safety and Convenience f The contractor shall at all times so conduct his work as to insure the least possibly obstruction to traffic. The convenience of the general public and the protection of persons and property is of prime importance and shall be provided for by the contractor in an adequate and satisfactory Manner. The contractor shall conduct the work with the view of causing a mintmurn of inconvenience to traffic on intersections and connecting streets and to persons conducting commercial enterprises or residing along the 2-7 GC-19 ' t r i 3.b. 6 0rdarinR Materials Tl.e contractor is cautioned againrt pacing orders for full quan- tities of materials until the work has advanced to a state permitting the determination of the exact quantities required. Estimates of quantities of materials furnished try the engineer are understood tD be approximate only, and, unless otherwise specified, the owner will in no way be respon- ..; cruel requirements. Neither Bible for any materials in excess of athe will the the owner be responsible for any increased costs or extra expense tha _ contrr ctur 'nay Lace :o bcac on errn„nt of materials or work not being oroered at some earlier data. 3. 6 6 Materials Furnished b the_Ox%ner Materials specifically indicated Mall be furnished by the owner.The fact that the owner is to furnish rria:erial is conclusive evidence of its acceptability tot the purpose intended, and the contractor may contitme to _ use it until otherwise directed. If the contractor discovers any derect in _ material furnished by the owner, he shall notify the engineer. Unless otherwise noted or specifically stated, materials furnished by the owner, Which are not of local occurrence, are considered to ue f•o•b• the nearest !7 . hall be prepared to unload and properly railroad station. The contractor s darns, or loss. the contractor shall be protect all such material from da J responsible for material loss or damage niter rece.pt of ma serial at the .. i point of delivery. ... 3. 5. i Manufar�!_D,rsctione Manufactured articles, material and equipment shall be applied, w !, installed, connected, . conditioned a■ directed erected, used, cleaned an r y. by the manufacturer unless herein spec find to the contrary. i3! L'. The contractor shall warrant all material and equipment furnished 4l by him for a pe iod of one year from date of final acceptance of the work ` by the owner. This warranty shall mean prompt attention to the correction and/or complete replacement of the fa,ilty material or equipment GC-07 LEGAL RELhTIONS AND RESMNSIBI.LITY TO PUBLIC 3. 7, 1 Laws to be Observed ' The contractor at all times shall observe and Al:ytnalnneTd- oral, state, and local lave, ordinaruee, ud regulations affecting the conduct of the work, and all such orders or decrees as exist j Z-T GC- 18 I 1 is INK- Mob appro-ed by the engineer and st the expense of the contractor. The con- tractor shall afford such facilities su may be required for -31lecting and for•sarding samples and shall bold C^.e materials represented by the san.- pies until. tests have been made and the materials found equal to the re- quirements of the specifications e.r to approved s:.triples. The contractor in all cases shall furnish the required samples without charge. t In the absence of any definite specification or reference to a speci- fication in the technical specifications or in the special provisions for the y. .scalar project iavolvcd, !t rhel he n^d••rarn�d that such materials and tests shall meet the specifications and requirements of the American Society for Testing Materials. Unless otherwise specified, all tests of materia1s shall be made in accordance with the methods prescribed by the American awy; '..Society for Testing Materials. Wherever in the specifications a particular specification of the American Society for Testing Materials is referred to by number, it ohaI1 be understood that such reference shall include all amendments and addi- done thereto adopted by such organisations prier to the award of the con- tract. The testing of material j shall be done in a laboratory, approved b7 > de engineer, and the results of the tuts made therein shall be used ae a basis for acceptance or rejection, in accordance with the specification& Solt the particular material. 9.6. 3 Storage of Materials I ql � Materials shall be stored in such manner ap to insure the preserve- tion of their quality and fitr -a for use. When considered receseary to pro- feet materials against dampness, or to keep them clean and free frown dust, dirt or other detrim. .tal matter, suitable sheds, platforms inn covert shall be provided. Materials shall be stored in such a manner as to faeill- Late inspection. 6 3. 6.4 Defective Materials All materials not conforming he requir• •tents of the specific&- i tion. shall be considerc'. as defective. No defect: c material, the defects t.f which have been anbsequently corrected, shall is used �,ntil approval has been given. Upon failure on the part of the :oi.tractor to ra%nove, re- pair or replace defective material when so ordered by the engineer, the owner shall have authority to remove, repair or replace such defective material and to deduct all cost2 so incur ad from any monies due or to beceane due the e.,ntractor. Defective material no. permitted for use shall ' be immediately removed from the site or disposed of as directed by the engineer. 2-7 ,C„17 ,, „ ! rPigtils*fesmant to be entered into between the parties to the contract. 3. 5. 18 Final Inspect.on Unless otherwse provided, the engineer shall make final inspection Of the work included in the contract within a reasonable time after written - notification by the contractor or his superintendent that the work is com- pleted. If, after inspection, the work is not approved by the engineer, he shall advisa the contractor as to the partic 'ar defects to be remedied be- fore final approval and recornmendation to t,e owner for acceptance can Se n } made. i GC-06 CONTROL OF MATERIALS d 3. 6, 1 Materials tc 2 Approved 9efo_ r_e Use , Only ,naterials conforming with the spocified requirements and ap- proved by :he engineer shall be used in the work. Before the delivery of any material to be used in the work is com- menced, the contractor shall have advised the engineer as to the source 'rrYl from which the material is [o De obtained, shall have furnished such earn- plea as may be required for testing purposes, and shall have received the r !` engineer's approval of the use of that particular material. The approvrl E..., o! any source of supply by the engineer will not imply that all material .iwl...' from that source will be approved, and should material from an approved sou -_a faii to maintain a quality meeting the requirements of the specifi- cations, use of material from that source shall be discontinued, and the M 1 contractor shall furnish approved material from other sources. Regard- less of the source, any material delivered upon the work which fails to meet the requirements will be rejected, and only material n.eeting sal regnirements wiU be allowed to be incorporated in the work. Any material or item incorporated in the work which does not meet requir �ments of the contract documents, even though it be installed .iith the consent acid/or in the presence of an inspector, shall i.e removed and approved material shall be used in its place and all costa for removal and installation of approved material shall be at the contractor's expense 1 Material wnich after approval has. f..i any reason, become unsuit- ' able for use, shall be reject-d and not used. V 3.6.2 Tcats of Mate.ials A. of materials shall be made in accordance with approved All tests methods a are required and te�seshall be made d in the speceac ifications' testing�laboratoryf GC-1.6 y 2-7 � yf1t'n:.,MaplFaliw�hs""L"`+.: t ti 4 . i k ` 1tr ` 1 AIL "Nool facility for ascertaining whether or not the work as performed is in accord- once with the requirements and intent of the plans and specification The contractor shall cut and replace wit), new materials, at his own experse, such samples as are customarily required for testing purposes. U the engi- neer requtats it, the contractor shall, at any time before acceptance of the work, remove or uncover such portions of the finished work as may be , directed. After exarnination, the contractor shall restore said portions of the work to the standard required by the specifications. Should the work 7 thus exposed or examined prove acceptab-e, the uncovering or removing, i and the replacing of the covering or the making good of the parts removed, shall be paid zor as "extra work", but should the work so exposed or exam- • inrxl prove unacceptable, th.. uncovering or removing, and replacing of the covering and the making good of the parts removed, shall be at the cantrac- tor's expense. 3. 5. 16 Unauthorised and Defective Work eIQ Any defective work, whether the result of poor workmanship, ua,2 of defective materials, damage through carelessness, or of any other cause found to exist during construction or e4ithin one year after final acceptance shall bs removed immediately and replaced by work and materials which shall conform to the specifications, or shall be remedied otherwise in an acceptable manner authorized by the enginter. These provisions shall have flail effect regardless of the fact that the defective work may have been done or the defective matcr'ais used with the full knowledge, of the inspector. Yoe fact that the inspector in charge may have previously overlooked such defective work shalt not constitute an acceptance of any part of it. Work done contrary to or regardless of the instructions of the engi- neer, work done bevond the lines shown on the plans or as given, except as - herein provided, or any extra work done without authority, will be consid- ' Bred as unauthorised and will not be paid for by the owner. Work so done may be ordered removed or replaced at the contractor's expense. i 3. 5. 17 Disputed Claims i In any case whey_ the contractor deems e::tra compensat" n 18 due him for work or materials not clearly covered in the contract or not ordered by the engineer as an extra ar detined herein, the contractor shall in wraing notify the engineer of his intention to make claim for suzh ^om- pene Lion before he 'aegina the work on which he bases the claim. U a,ich notification is rot give.-i or the engineer is not afforded ?roper facilities by .t the contractor for keeping strict account of actual cost, then the contractor hereby agrees to waive the claim for extr- c -mpe-sjl'— Such n, tiee by the contractor and the fact that the engirser has ice^ t of tho root as afnrosald, shall not in any way be conatrucd at. 1 r siidity of the clair+. In case the claim is found to be just, it lab.. :^d and osid 7-7 GC-15 e . SST 4 3 RD S T. FROM E. VALLEY HWY TO TV-3 2 8 8 0 TH :IVF. S . ' 7> t Y 'All t., . � K 3.9• g Payment. for Omitted Items tin' The owner shall have the right to cancel the portions of the con- tract relating tc- the construction of any item therein by payment to the _ contractor of a fair and equitable amount covering all items of cost in- vurred prior to the dare of cancellation or suspension of the work by l' order of the engineer. Where practicable the work completed before cancellation shall be paid for at unit prices, otherwise the contractor shall be allowed a profit percentage on the materials used and eonatruc- tion work actually performed at rates as provided under "payment for h4 Force Account Work", Article 3. 9. 6, but no allowance wil' be made for r anticipated profits. Acceptable materials ordered by the contractor or _ delivered on the wcrk prior to the da'.e of cancellation or suspension of the work by ordee of the owner shall be purchased from the contractor - by the owner at actual cost and thereupon becomes the property of the } owner. d i 3.9. 9 partial Payment• f At a regular period each month the engineer shall make an evil- mate of the amo+ant of work completed and of the value of such completed work. He shall also make an estimate of the amount and value of aceapt- r able material to be incorporated is the completed wort; which has been , delivered and properly stored at or near the site or at an acceptable Inca- tion to the eng,ater. With tnc,se estimates as a base, a partial payment shall be made to the contractor, which partial payment shall be equal to the value of completed work as computed from the engineer's estimate, plus the value of acceptac! materials which are in a condition or state of fabrication ready to be incorporated in the completed structure and which are held in storage on or near the work, the value of sueb materials com- puted in accordance with Article 3. 9. 10 of thsse specifications, less such amounts as may have been previously paid, less such other amounts as may be dedu.tible or as may be owing and due to the owner for any cause, and less an amount to be retained in protection of the owner's interests. Until such time as the work is accepted by the owner the retuirod percentage shall be ten (10) per cent of the value of the completed work unless applicable state laws or municipal ordinances provide for a greater st m; then the amount required by such laves or ordinances shall be re- tained. The engineer may withhold or, on aecount of v boequtntly dtacov- ered evidence, nullify the whole or a part of any payment certificate to such axteat as may be deemed neceasary to protect the owner from loss f on account of- 2-7 GC-40 w._ wiffi z1 , -x 51 P The rental allowed for equipment will in all cases be understood to cover all fuel, supplies, repairs, and rceiewais, and no further F;. allow- ances will be made for those items unless- specific agreement to that offset is made in writing before the work is commenced. Individual pieces of equipment having a value of one hundred (100) dollars or less` will be considered to be tools or small equipment, and no rental will be p_ allowed on such. The fifteen (15) per cent allowance to be made to the contractorf (or subcontractor) will be made on all items of cost listed above exce °t `r for rental on equipment authorised by the engineer to be -A"A Oathe work in which case the allowance will be five (5) per centq'� The percentage allowances made to the contractor in accord&=* with the tern,s outlined above wil'. be understood to be reimbnrsemeri and compensation for all superintendence, use of tools and small equip- ment, overhead expenses, bond cost, insurance premiums, profits, - indirect costs and losses of all kinds, and all other items of cost not -... . specifically designated herein as items involved are furnished or incurred by the contractor or by the subcontractor. No other reimbursement, co n- pansation or payment will be made for .%ny such services, costs or other items. .r Should any percentage allowance or other corresponding allowance be made by the contractor to a subcontractor (other than specified herein), in connection with force account work, such allowance shall be at the sole oaf nos of the contractor and the cant-actor will not be reimbursed or Otherwise compensated for the same by the owner. i 3,9. 7 Force Account Hills Sills for force account work must show in payroll form the dates, names, hours worked each day, rates of pay, and amounts paid to each individual employed )n such work, and must give in detail the nature of the work done ty each. Hills for materials must be fully itemized, show- ing dates of delivery, quantities, unit prices, amounts, and discounts, and most be accompanied by recsipted invoices covering every i•em. k All bills, payrolls, and other forms of clai+no for payment on force account work must be submitted in tripiicste, must state the number of force account work or change order applicable and the name or number of the contract under which the work was performed, and must be approved by the engineer. Failure to present claims in proper form within thirty CA (30) days of or the close of the month in which the work covered was per- formed shall constitute a waiver on the part of the contractor of his right to present such claim .hereafter or to receive ?ayment therefor, i 2_1 1 OC-39 The Gems of cost to which the above percentage will be adds 1 and to which payment will be restricted are as followsr a. The payment to be made for labor used in the work will be made at the ratan actually paid (plus a Burn not to exceed twenty-five (ZS) per cent thereof for items of direct overhead on labor such as but not limited to welfare or fringe benefit payments, social security, account- ing insurance, etc. ) to the laborers and foremen by the contractor or subcontractor unless theme rates are in excess of the current local pre- vailing wage rates, in which event, payment will be made at the local prevailing wage rate. The time allowed will be the number of hours worked directly on force account operations. h. Payment for purchased materials, equipment, and supplies used on force account work will ba made at the prices billed to the con• tractor or s ?l"ontractor by the supplier, less all discounts. It will be assumed that the contractor or his subcontractor has taken advantage of all po/Mble discounts on bills for materiels and supplies, vid such dis- counts will be subtracted from the total amounts of bills regardless of say failure of the contractor to take advantage of i4sme. Freight and express on material and supplies will be considered to be m. part of the cost and will be paid for as materials and supplies. Y*Y' a Materials and supplies producod by the contractor or subcon tractor will be paid for at prices to be agreed upon between the contractor and the engineer, which prices will be no greater than the prices at which the materials and supplies can be obtained elsewhere. d. Where the use of rental equipment is authorized by the engi- neer, rental on such equipment axed will be paid at the rates actually paid by the contractor or subcontractor unless these rates are in excess of the current local rates, or unless the equipment is owned by the contractor or subcontractor, in either of which events payments will be made at the rates to be agreed upon between the contractor and the engineer prior to begin- ning work, which rates will in no case be greater than the current local rate■ For equipment rented on a daily or hourly basis, rental will be —r ahlawed for oily those days or hours during which the equipment is in actual use. For equipment rented on a monthly basis, straight trine � renal will be allowed from the day the equipment is first used on the particular piece of force account work until and including the lest day on which it is used on that particular work, provided he equipment is not used on other work during the period, and provided further that the equipment is not idle for a continuous period of more than six days. No rental will be allowed for any parts of idle periods of lengths greater than six days or for any time during which the equipment is used on other work. y-7 OC-38 10 The quantities named in the proposal or separately listed are approxi mate only but these are to be used as a basis for the comparison of bid• and to determine the amount of the performance bond. However, it unit prices appear to the owner to be unbalanced to such an extent that chaagss in actual quantities required under the contract might result in contract price adjustments which would increase payments to the contractor ex- passively, then the owner may take such a condition under consideration in making the award of the contract. The owner expressly reserves 'it0 right to lncrune or decrease the estimated quantities during ronatruc- tion and to make at y reasonable changes in design without thereby being obligated to the contractor in any way as a result of losses he may sus- tain because of inadequate unit prices or because anticipate,t profits are not realized. 3. 9. S Claims for Extra Compensation '+ In the event any situation arises which, in the opinion of the con- tractor, entitles him or will entitle him to compensation in addition t. that which he will receive at the prices ano on the bads of payment specif- ically not forth in the contract and in previously issued extra work orders, price agreements and supplemental agreements, the contractor @hall notify the engineer of the situation and of his intention to incite claim for such additional or extra compensation. The notice to the engineer shall be made in writing and shall be delivered Wore any of the extra expense to be claimed is incurred. The notice shall set forth the grounds on which a the additional or extr i compensation is to be claimed. If notice to the engineer is not thas given, or if the engineer in not afforded proper facil- ities by the contractor for keeping strict account of actual cost, than the contractor hereby agrees to waive the claim for such extra compensation. Such notice by the contractor, and the fact that the engineer has kept i account of the cost as aforesaid, shall not in any way be construed as proving the validity of the claim. In case the claim is to°ind to be valid and just, it may b. allowed and paid for as an extra as provided herein g� for extra work, or it may be allowed and paid under a supplemental J agreement .o be entered into between the parties to tho contract. 3. 9.6 Psyrptera for 1-circe Account Work When extra work is ordered by the engineer to be done on a force •+ account basis (either by the contractor or an approved subcontractor) j such work will be paid for on the basis of the actual cost to the contractor or subcontractor plus an allcwrance of fifteen (1S) par cent thereof. Where said work is performed by an approved subcontractor, five (S) per cent 4J wili be allowed the contractor for supervision r)` the subcontractor's work. l Ze7 GC-37 i t y lose, damage, or liability arising from the nature of the work, or from _0% . the action of the elements, or from any unforeseen difficulties which may he ancatntered during the prosecution of the work until its final accept- ance by the owner. 3. 9. 3 Alteration in Details of Construction n The owner reserves the right to make, at any time during the progress of the %"irk, such increases or decreases in quantitiea and such alterations in the details of construction as may he found to be necessary or desirable. Such increases and alterations shall not inval- idate the contract nor release the surety, and the contractor agrees to accept the work as altered, the ar.ne as if it had been a part of the original C'mtract. Unless such alterations and increases or decreases mate.lally changt the character of the work to be performed or the cost thereof, the altered work shall be paid for at the same unit prices as other parts of the work. U. however, the character of the work or the unit costa thereof are materially changed, an allowance shall be made on s basis as may have been agreed to In adva-ce of the performanct .e work, or in case no such bads has been previously agreed upon, i an allowance shall be made, t.ither for or against the contractor, in a.._ i omcnint as the engineer may determine to be fair and equitable. No claim shall be made by the contractor for any lose of antici- pated profits because of any such alteration, or by reason of any variation between the approximate quantities and the quantities of work as done. - - 3.9.4 Quantities and Vatt Prices _ a. Lumv Stun. The contractor shall include in the contract sum all allowances named in the contract document for items (or for the entire work) which are to be paid for under a lump sum price(s) and shall cause tit* work so covered to be done for such sums. Should the engineer direct that additional work be rognlr.*d or work deleted under a lump sum price(*) item, the contract sum will be adjusted therewith by negotiation or may be based upon the basis of "extra work" for additional work at the option of the owner. The contractor declares that the lump sum price(*) includes such starts foe all expeas*a and profit a3 he deems proper. No demand for expense or profit otaer than those included in the lump sum price(*) will be allowed. �. Uedt Ptic*s. The total amount to be paid under the Contract fot items for which unit prices are to .s named will be calculated on the basis of the unit price* named in the proposal for the quantities aetuwiy incorporated into the finished project, all as provided by the proposal. Z-7 OC-36 * fault of the contractor or of anyone employed by him, or if the engineer should fail to issue any certificate for payment within ten (10) day+ after y it is due, or if the owner should fail to pay to the contractor within thirty (30) days of its presentation, any sum certified by the engineer a ,d .t approved by the owner, then the contractor may, upon seven days written notice to the owner and the engineer, stop work or terminate this con- tract and recov,r from the owner payment for all work executed and any loss sustained upon any plant or materials and reasonable profit a,d ' damages. 3.8. 13 Suits of Law Concerning the Work Should a suit of law be entered into either by the contractor (or his st rely) against the owner or by the owner against the contractor (or ' his surety), the suit of law rhall be tried in the county of Vie state in which the work was or is to be performed. If one of the questions at issue is the satis`.actory "rformance of .� the work by the contractor and should the appropriate court of low judge the work of the contractor to he unsatisfactory, then the eon.rnctor or his surety shall reimburse the owr-r for all legal and all otiter expenses (as may be allowed and set by the i. ,urt) incurred by the owner because of the suit of law and, further, it is agreed tha' the owner may deduct such expenses from any sus„ or sums then or that may become due the -� contractor. Should there be no such funds available or should such funds be not sufficient to cover the said expense,, then the contractor or his surety shall pay all or such additional costs involved. GC-09 MEASUREMENT AND PAYMENT 3.9. 1 Methods of Measurement and Computation All work completed under the contract shall be measured by the engineer according to United States standard measures. The methods of measurement and computation to be used in the determination of the quantities of materials furnished and the quantities of work performed under the contract shall be the methods outlined in these specifications or by those methodo generally recognized as good J engineering practice, which, in the opinion of the sagieeer, give the greatest accuracy consistent with practicable application. 3.it 2 _£4Eo of Pav:.oftt The contractor shall accept the compensation, as herein pro- vWad, to full paymeatfor furnishing all materials, labor, tools and O"lp[neat, and for performing al• work under the contract, also for all GC-35 1 t ^� In the even a tion as above indicated is taken by the owner the _ contractor shall not be entitled to receive any further payment until the work is :ompleted. On completion of the work, determination shall be made by the engineer of the total araount the contractor would have been entitled to receive for the work under the terms of the contract, had he i himself completed the work. If the difference between "aid total amount and ,he sum of all amount$ previously paid to the contractor, whi,h dit- foreuce will hereinafter be called the "unpaid balance", trcr.esds .*Is expense incurred by the owner if, completing the work, iw:ludirq ex- pense for additional managerial and administrative "arvices, i. exess$ will he paid to the contractor, with the consent of the surety. u, instead, the expense incurred by the ow ier exceeds the unpaid bal- ance, the amount of the excess shall be paid to the owner by the contract tor or his surety. The expenee incurred by the owner as herain provided, and the .. damage '_recurred through the contractor's default, shall he as determined and certified by the engineer. In addition to and apart from the above mentioned rights of the owner to terminate tb.r employment of the contractor, it is expressly understood that the Lontract may be cancelled at the election of the wner for any willful failure or refusal on the part of the contractor to falthfully perform the contract according to all of its terms and conditions; provided, however, that in the event the owner should cancel the contract, neither the contractor nor his surety shall be relieved from damages or loeue suffered by the owner on account of the contractor's said breach of con- t ract. It is understood and agreed that the owner may, at its discretion, &fall itself of any or all of the above rights or remedies and that the invok- ing of any one of the above rights or remedies will not prejudice or preclude the owner from subsequently invoking any other right or remedy set forth above or elsewhere to the contract. 3, g, 11 Right of Owner to Do Work If the contractor should neglect to prosecute the work proper:y or fail to perform any provision of the contract, the owner after three (3) days' written notice to the contractor, may, without prejudice to any other remedy it may have, make good such deficiencies and deduct the cost thereof from the payment than or thereafter due the contractor. 3. g. 12 Cotty"tor'$ Riaht to Stro Work or Terminate Contract If the work should be stopped under an order of any court, or other public authority, for a period of three months, through no act or 2-7 CC,-34 e �t r period provided therefor, he thereby shall have abandoned .ny claim therefor. -7 In naming the prices for completion of the work within the time ! specified, it shall be understood and agreed the work shall be completed 1 within that time. If, however, said work is not completed within the time ry nattted in the contract, as extended to cover the total days of delay allowed t in the paragraphs above, the owner may deduct and retain out of any sum J then due or that may become due the contractor at time of such delinquency, or later, the sum specified in the special provisions for each and every calendar day that the date of final completion of Baca contract is del Aved. In submitting a proposal and signing the contract, the contractor thereby 1 all have agreed to these provisions and, furthermore, that the sum deducted and retained is oust a penalty but a retrnbureerr it to the owner for damages which the owner will have sustained by reason of ouch de- la'Yvd completioa. Damages so liquidated are understood to include the additional cost to the owner for engineering supervision, interest charges, and nverhsad all of which damages would be difficult or impossible to sea,rtain accurately. Amounts due the owner from the contractor under the foregoing pro- visions shall be deducted from any monies then due cr to become due +aid ;+3 ! ccatraetor under the contract, and such deductions shall not in any degree release the corAraetor from further obligations Sr. respect to the fulfillment if the entire contract, nor any right which the owner may have to ciai.n, sue for, and ree+wer compeneatton and damages for no performance or breacb of the contract. 3, 8. /0 Annulment end Caneellatiou of Contract by Owner i If the contractor should be adjudged a backrupt, or if he should nuke a general assignment for the benefit of hie creditors, or if a re- ceiver *mould be appointed on account of big insolvency, or if he should pavoistontly or repeatedly refuse or should fat: to supply enough properly skilled workmen or proper materials for the efficient prosecution of the project, or if he should fail to make prompt payment to subcontractors or Wr moterial or labor, or persistently disregard laws, ordinances, or the instructions of the engineer, or otherwise be guilty of a substantial viola- UQM Of any Provisions of the contract, thou the owner, upon the certificate of the engineer that, in his opinion, sufficient cause aid sto to justify such s/ aetfer, MAY without Prejudice to any other.-right or remedy and after giv- ing he contraote%r and his surety seven (7) days written notice, terminate neemploYauntofthe contractor and take possession of the promises and of all materials, tools, and appliances thereon and finish -he work by whatever method it may deem expedient. 2-7 GC.33 A t 3, S.9 Time of Complatioa of Work and Extension of Time Limit . ante is of the **&once of the contract. Therefore, the work to be do,,w* un'iar the contract shall be completed in its entirety within the time *peeifip.t is the special provisions, provided however, that the engineer may at his discretion recommend that the owner extend the time for com- pletion of the work without invalidating any of the provisions of the con- -� tract and without releasing the surety Extensions of i. when recommended by the engineer, will be - based upon the effect of delays to the project as a whole and will not be recommended for noncontrolling delays to minor included portions of the work unless it can be shown that such delays did, it fact, delay the prog- ress of the project as a whole. Acts of Clod, governmental regulati. , ts, prioeities, labor disputes, strikes, fires, inawlity to obtain materials, equipment, or labor because of Federal Government restrictions arising out of the National Defensa or War Program and required "Extra Wcrk", moy constitute such a delay. Should the �wnar cause a delay in the completion of the wore. by reason of requirements on extra work or otherwise not provided fo-. try the plans or these: specifications, the contractor will be granted in etOMW sitnt A time by the owner for con.pletton equal to the amount of such area ao -harge will be made against hir, iw- the extension of time so granted. ;usages in plans and increases in the quantities of �vrk to be performed od',. be conside -d cause for extension of time only when they are cf •itch tatare and when they occur at such time: that they materially and neces- oat9ly affect the completion tires of the work. ,y Delay forced upon the contractor by failure on the part of the owner and its representatives to act promptly in the carrying c_K of its obligation, and duties under the contract will be considered cause for oxtens on of time only when and to such extent as ouch failure does ac..u- atly prevent completion of the work within the speci$od tin,*. The engineer shall have the -fight to order the work to cease for a time because of inclement weather, but to coo* such order is given, i the engineer also will give notice as to whin the work shall be resumed and the contractor's time for completion will be extended for a time equal W the amount of the delay so ordered. All extensions requested by the contractor shall be made to the engineer in writing on or botore the filth of the month following that in which the alleged delay is said to have occurred and any claim for etctee- sion of time shall state explicitly the reasons theretor. Should the con- tractor fail to file such written claim for extension of time within the 2-7 GC-32 t 1 W 77 �i :, ey � 1V� F L" a ,Z^At�'ta'y'"P�� khu`�y',}:fA .. ap u�}kJ".F+}[ei5 P:,ik ,�exrin ✓A �'.`a L'i' ��a 't'6 ",yr '=(�'�`k" a /7 "� t : M . 3.P. 7 C'as_ ac�ot Workmen end E , anent �x"� F The contractor shall employ only competent and efficient laborers, mechanics, or artxsane; and whenever, in the c nion of the engineer, any 9( G+Ployee is or becomes aneatisfactory for the ork assigned to the am- - ployee the contractor shall, upon request of the engineer, remove him from the work and not employ him '19-in upon it. The methods, equipment and appliances used and the quantity aid quality of the personnel sinployed on the work shall be suck as will pro- duce a satisfactory quality of work and shall be adequate to complete the 44 ' contract within the time limit spec•,fied. '. 5 Only efficient and competent laborers and foremen shall be sin- ployed on force account work, and only tools and equipment in good con- " dition and suitable for the work shall be used. The ergiuser shall have authority to dismiss from force account work any laborer or foreman '-� Whose effkae .cy is in his opinion below that of the average of the contrac- tor's forces, and to refuse to allow the use of tools and equipment which, In Asia opinion, are not suitable for the work, Laborers and foremen die- missed and/or tools and equipment rejected shall be replaced by the ton- - tractor to the satisfaction of the engineer 3.8.8 Tomsiorary Suspension of the Work The engineer shah have authority to suspend the work wholly or in part for such period or periods as he may deem necessary, due to unsuitable weather cr such other conditions as are considered unfavor- able for the proascution of the work, or for _-•ch time of is necessary due to the failure on the part of the contractor to carry out orders given or to perform any or all provisions of the eontra.t. e If It should become necessary to stop work for an indefinite period the contractor oba11 store aU metsrials in ouch r inner that they wit: not Obstruct of Impede the traveling public unnecessarily nor become dam- egad In awry way, and he -hall take every precaution to prevent damage or deterioration of the work performoe, provide suitable drainage, at cetera, J and erect temporary structures where necessary. T'as contractor shall not suspend the work without written approval !rout the engineer. In all Cues of suspension of construction operations, :he work shall not again J be resumed until permitted by order of the sneer. The contractor will be responsible for all damage to the work that testy occur during srupsasions of work 4..s same as though the damage had occurred to waa in prograus. J ='y OC-31 I t +a r 5 .r 3.S.5 Use of Premises .� the contractor stall confine his apperutus the storage of materials and the operations of his workmen to limits indicated by law, ordinances, permits or d!rections of the engineer and shall not unreasonably encumber the promises with his materials. The contractor shall not load or permit any part of a structure which he is conntructing under this contract to be loaded with a weight that will endanger its safety, nor shall he use any such etructurs for arty pur- •- pose without the approval of the engineer. The contractor shall enforce the engineer's instructions regarding signs, advertisements, fires and smoking. 3.S.6 Protection -f Work and Property The contractor shall continuously maintain adequate protection of all his work from damage and shall protect the owner's property from in- jury or loss arising in connec.ion with this contract. He shall make good any such damage, injury or loss, except such as may be directly due to errors in the contract documents or caused by agents or employees of the owner. He shall adequately protect adjacent property as provided by law and these contract documents. The contractor shall take all necessary precautions for the safety of employees on the work, and shall comply with all applicable provisious of federal, state and muniripal safety laws and building codes to prevent accidents or injury to persons on, about or adjacent to the premises where the work is being perfc cmed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all neres- ! nary safeguards for the protection of workmen and the public and shall _ f ypost danger signs warning against the hazards created by such fuaturoo r of construction as protruding nails, hod hoists, well holes, elevator hatchways, scaffolding, window openings, stairways and falling materials; and he shall designate a respcnsible member of his organisation on the w,.rk, whose duty shall be the prevention of accidents. The name and position of the person to designated shall be reported to the engineer by the contractor In an smergency affecting the safety of life or of the work or of adjoining property the contractor, without special lnstrwtion or author satLou frcm the engineer or owner, is hereby permitted to act, at his discretion, to prevent such threatened loss or injury, and he sbsil so set, without appeal, if to instructed or authorized. Any compensation, claimed by the contractor on account of emergency work, shall ba deter- mined by agreement. E-T GC-30 t M Insofar as Is practicalole, the contractor shall make payment for subcontract work in the same units and on the same tasis of measurement as apply under the main contract. The owner will not be responsible for ..' loss resulting from the contracter'a failure to do so. In making payments i to subcontractors the contractor shall protect himself against possibility of overpayment, and he shill sasume such losses as may result from overpayment. The -iubcontracting of any or all of the Mork to be done will in no .� way relieve Via contractor of any part of his responsibility under the con- tract. The contractor shall have on the work at all times a qualified and N capable superintendent whose duty shall be to direct and coordinate the operations of the subcontractors and to see that the orders of the engineer arc carried out promptly and intelligently. Failure of the contractor to control the work of the subcontractors to the satisfaction of iLe engineer will result in LLe issuance of ora«ra requiring the cancellation t the so rs� contracts and the removal of the subcontractors from the work. 3. S. 3 Limitations of Operations , Operations on the various units or portions of the work shall be i begun at the times and locations approved by the engineer and shall be - prosecuted between such limits ae he may establish. No part of the work shall be undertaken witbv,ut his approval, and no work shall be carried ^n contrary to his instructions. In case of a Aisputs arising between two or more contractors t engaged on the same work at to the respective rights of each under the f specifications, the engineer shall determine the matters at issue and shall define the respective rights of the various interest] involved, In order to secure the completion of all parts of the work in general harmony and with satisfactory results, sad his decision shall be final and binding on all parties concerned. 3.8.4 Water Supply 1 The contractor shall provide pumps or otd.*r means to supply water under pressure to clean up the excavated surfaco sad forms prior to concreting, for sprinkling concrete, and :or other purposes for which water Is required. He shall also provide an adequate and pure supply of drinking water for the use of his employees and shall Indicate the same by sign. Provision shall be made for fire protection where fire hazards exist. J 2_7 OC-29 t 1 3.8.Z Subletting or Assignment ct Cottrs_t The contractor agrees not :o assign, trankfer, convey, or other- wise dispose of the contract or hit right, title, or interest Herein either - in whole or in part, or his power to execate such t.untract to any other person, firm, or corporation, or to subcontract ,.ny part of the work ,0 without the previous consent in writing of the owner. In this connection, it is to be understood that the nettle, will not spprove of the subcontracting en of more than fifty (50) per cent of the work to be done der the contract. It is understood and agreed that, if &ty part o:' the work to be done under thu contract is subcontracted, the subcontracting shell be dorm in accordance with and the contractor shall be bound by. the following pro:[, .. vision: If the contractor proposes to sublet any of tilt work, he shall lint the name of the subcontractor or subcontractors in Hie sip ce provided the proposal form and submit the list with his bid. Shou)d the Proposal form not provide space fur the listing of the names of proposed subco ,, tractor($), the contractor shall provide such a list to accompany F Failure to include this information in his proposal could constitute •.Su e for rejection of any and all future requests for subcontracting any po iOn of the work. All subcontracts shall be in writing and shall provide that all work x to be performed thereunder shall be conducted ind performed in accord- ance with the terms of the main contract. Upon request, certified copies i of any or all subcontracts shall he furnished to the engineer. In came the terms of any subcontract are. in the opinion of the Ong fuser, unfair to the subcontractor or otherwise unsatisfactory tr3rn the standpoint of the owner, or in case the work being don., or to be done acto to under any subcontract is not conducted once to this effec �° r satist engineer, the contractor shall, ap t w,lien n such subcontract to be terminated and the subcontractor and his nnployees to be removed from the work. Any lose or damage that may w suffered, on account of such action shall bi borne by the CnntraCtnr. The contractor agrees that he is as fu11y raaponsible to the owner for the ►cts and omissions of big subcontractors and of persons either .. directly or indirectly employed by them, �Md in the e to toy the prts and ct documents CWUB- &ions of his own arnployoes Nothing n shall create any contractural relat/on between any subcontractor and the owner. i Z-7 tilt-28 t L r t' s r (2) Existing shoulders and existing gravel surtaces shall be repaired with crushed rock surfacing. yl (3) Existing portland cement concrete surfaces shall be repaired with portland cement concrete to match the existing. C. Private Driveways Private driveways, walks, and other surfac:d areas shall he repaired, patched and resurfaced as required for the tyre rf aurfacing encountered. d, Asphaltic Concrete Surfacing The finished patch shall provide a minimum thickness of 2 inches of aPphal- tic concrete over 4 inches of crushed rock base course. + Before 31acement of the asphaltic concrete patch, the base course material shall be shaped to the same section and sloe; as the finished grade and com- pacted to 100 percent maximum dry density at optimum moisture content as _ determined by Standard Proctor compaction test, ASTM Designation D698, '.. 5�r Method D. The asphaltic concrete patch shall be placed over the base course, so as to obtain a minimum thickness after compaction of 2 inches, and shall match existing surfacing. The asphaltic concrete shall be rolled and cross-roiled to obtain thorough compaction. ...: _ Base course material shall me,t the requirements set forth herein for '+ crushed rock surfacing. Asphaltic concrete shall be hot plant-mix, conforming to Section 34, A. P. W.A. Standard Specifications, Class B. Asphalt cement shall have a penetration of 85 - 100 and shall meet the requirements set forth in applicable provisions of Section 27, A. P. W.A. Standa-d Specifications. e. Crushed Rock Surfacing t Existing shoulders, and existing gravel surfaces shall be resurfaced with crushed rock so that a minimum finished thickness of 4 inches is obtained. The finished surface shL11 match the slope, crown and grade of the existing surface. Materials and placing shall be in accordance with the applicable provisions o, Section 23, A. P. W.A. Standard Specifications except as modified herein. Ballast and maintenance rock will not be required. Crushed rock surfaci— TS-10 1 X 1 f. Valves and Valve Chambers Vale installation shall be in accordance with Section 75 of the A. P. W.A. Standard Specifications except as modified herein. Butterfly valves may be used in lieu of Gate Valves upon prior approval from the City of Renton. Butterfly valves 24" and under shall be installed and be provided with a City of Renton standard valve chamber. Valve chambers shall be in accordance with Section 76 of the A. P. W.A. Standard Specificaticns except as modified by details bound in these specifications. g. Fire Hydrant Assemblies Fire Hydrant Assembly installation shall be in accordance with Section 77 I of the A. P. W.A. Standard Specifications. Fire hydrant assemblies shall include main tee, spool, 6 inch gate valve and valve box and barrel drain per City of Renton Standard Fire Hydrant Detail as detailed on drawing bound in the Appendix of these specifications. '1 Mr TS-08 RESTORATION OF SURFACES a. General W Roads, streets, driveways, shoulders and all other surfaced areas, re- moved, broken, caved, settled or otherwise damaged due to installation of the improvements covered by this contract shall be repaired and resur- faced to match the existing pavement or landscaped area as set forth in these specifications. The ends and edges of the patched and resurfaced areas shall meet and match the existing surface and grade, and shall terminate in neat, even lines parallel to, and at right angles to the roadway. No piecemeal patch- ing or repair will be allowed. Damaged, disturbed or otherwise affected areas as defined shall have edg,s of existing pavement trimmed back to provide clean, solid vertical faces, free from loose materi: 1. b. Areas to be Resurfaced (1) Existilg asphaltic concrete surfaces shall be patched with asphaltic cor.:rete over a crushed rock base course. TS-09 , 1 y Jointing shall be accomplished in accordance with manufacturer's recom- mendations. C. Bends and Curves '•• Deflection from straight line and grade, as required by vertical curves, horizontal curves and offsets shall riot exceed the maximum deflection per - joint as recommended by the pipe manufacturer. if the alignment requ:res deflection in excess of the maximum recommended, special bends or a sufficient number of shorter lengths of pipe shall be used to provide angular deflections within the limits set forth. d. Special Anchorage All free ends, bendb, tees, laterals and any change in direction of piping shall be adequately braced and blocked to prevent movement from ust by use of concrete thrust blocks, tie rods and joint harnesses. Goa. rete < ^ thrust blocks must be poured againut undisturbed ground. Thrust blocks ' shall be provided at all changes in direction of piping. in addition, all ; joints at bends or changes in direction, to a point at least three joints r , beyond the tangent point on either side of the bend, shall be provided with s V,; a positive locking device to prevent separation of :he joint under full test pressure. The locking may be accomplished by use of tie rods and joint harness or lock type joints, subject to the prior approval of the engineer. "•' ,� After the pipe has been joined, aligned and permanently bedded, the joints shall be drawn up to assure permanent water-tightness, but not so tight as to prevent flexibility to allow for some movement caused by vibrations, expansion and contraction. e. Connections to Existing Pipe and Struc ur Connections to existing piping are indicated o drawings. The con- tractor must verify all existing piping, dimensions and elevations to assure proper fit. The contractor must also provide any adapters, nipples or other specials required to make a satisfactory connection. The City of Renton Utilities Department shall make connection to existing mains at ..-ntractor's expense. The contractor shall be responsible for the protection of all existing piping and appurtenances during construction, and shall take care not to damage them or their protective coatings or impair the operation of the existing system in any way. i rr TS-Og fti5� t t assembly except the packing gland follower. Valve seats shall be applied to the body by vulcanizing or be clamped to the disco in a recess with stain- less steel retaining rings. In either case, the mating seat surface &hall be stainless steel. Valve operator shall be totally enclos^d worm gear opera- tor 'with extended stem and nut and position indicator. Valves shall be Henry Pratt or approved equal. a� e. Fire Hydrants Fire hydrants shall be Corey type conforming to AW WA C-50L-64 with a 6" inlet and a minimum M. V. O, of 511, two 2-1/2" hose nozzles with National Standard 7-1/2 threads per inch and one 4" puri,per nozzle with the new Seattle Pattern 6 threads per inch, 1-1/4" pentagon operating nut and opening by turning counter clockwise (left). Hydrants shall be con- structed with flanged conne,tions unless otherwise specified in bid propos- al description. Fire hydrants sP.dll he break-off Traffic Type and provision shall be made for drainage of barre' to protect ands from freezing. Fire. hydrants shall be IOWA or approved equal. f. Fittings and Specials Fittings and specials stall be of cast iron or ductile iron and shall be the +� same type and strength as the pipe to which connected. I TS-07 PIPE INSTALLATION a. General P:pe installation shall be in accordance with Section 74 of the A. P.W.A. Standard Specifications, except as modified herein. All buried pipe shall be laid upon prepared foundation or bedding material so that the bottom quadrant is uniformly supported throughout its entire length, as specified in Section TRENCH EXCAVATION, BEDDING AND p BACKFILL. I b. Laying and Jointing ODuctile iron pipe and accessories shall be handled in such a manner as to assure delivery to the trench in sound undamaged condition. Particular :.are shall oe taken not to injure the pipe lining and coating. Cutting of pipe shall be done in a neat, workmanlike manner with an approv- ed type mechanical cutter without damage to the pipe, TS-07 w All pipe, valves, fittings and specials shall be for a minimum water work- -' mF pressure of 150 psi, and shall conform to the requirements of tFe applicable sections of the A. P. W.A. Standard Specifications, as modified herein. b. Ductile Iron Pipe Ductile Iron Pipe shall conform to ASA Specification 'i. 51-1965 (AWWA C151-65) Grade 60-42-10. Ductile Iron i"•pe shall be cement lined and sealed in accordance with ASA Specification A21. 4-1964 (AWWA C104-65), 4" thru 12" pipe shall be 1/16" cement ; tied, and 14" thru 24" pipe shall be 3/32" cement lined. The pipe joints shall conform to ASA Specification A21, 11-1964 (AWWA CI11-4). Pip, joints shall be rubber gasketed push-on type equal te, American Cast Iron Pipe Co. "Fastite". Pipe thickness class shall be as indicated on the drawings. a. C. Gate Halves Gate valves shall be cast iron body, non-rising stem, full bronze mounted with double c;isc gate= . All valves shall be designed for a minimum water operating pressure r,f 150 pounds per square inch and shall conform to AWWA Spec:.fication C-500-61 and any subsequent modification thereof. Each valve .;hall be "O" ring type, equipped with by-pass valves, a stan- dard square operating nut, and shall open by turning cnunter clockwise (left). The valves shall be flanged ends, IOWA List 14, or Mueller A-2380 or approved equal. Valves larger than 12 inches shall be horizontally mounted and shall, in addition, be equipped with enclosed bevel operating gears, tracks, rollers and scrapers. The bypa..s valves shall conform to the specifications as requited for Gate Valves. Bypass valve installation shall be as per detail bound in these specifications. 411 d. ButtSL!!Y. Valves Butterfly valves may be used in lieu of gate valves upon prior approval of the engineer. Butterfly valves shall be rubber seated Class 150E conform- ing to AWWA-0504-66. Valves, shall qe flanged, short laying length, suit- able for buried service. Y@Ive shafts' and valve discs shall be of a cast At construction. Stuffing boxes and shaft seals shall be such that they can be adjusted or replaced without disturbing any part of the valve or operator s ' t TS-06 i , r: „i 1 subsequ •nt backfill shall be deposited in lifts of approximately IZ inches loose depth, and each lift shall be compacted by a m, thod acceptable to the engineer to a density such as to minimize subsequent settlement. Where i subsequent settlement is anticipated, the backfill may be mounded over to ..ompeneate for the settlement. Trenches over which excessive settlement i does occur shall be regraded and restored to meet natural grade. (4) Payment: No separate or extra payment of any kind wil I be ' made for compaction, wetting, drying, water, or processing of materials, but shall be included in the applicable unit price paid for the waterline in place, complete. e. Bank Run Gravel Borrow Bank Run Gravel Borrow for backfill may be ordered by the engineer if the excavated materials are deemed unsuitable. Bank run gravel borrow shall be placed only when and where directed by the engineer; shall be supplied from s urces provided by the contractor; and shall be free draining, 4 inch minus, uniformly graded sand and gravel. Material and suurce shall be subject to the prior approval of the engineer, f. Waste Surplus excavated material, stripped m terial nut salvaged as topsoil or sod, and excavated material not meeting the requirements for backfill, shall become waste. In unimproved areas, waste material may be neatly piled in a windrow above the trench until removal. In streets which are open to travel or in other improved -areas, the surplus material shall be hauled away as it is excavated. All waste material shall be disposed of by the contra 3or at sites selected by him and at his expense. Any costs of - hauling, m )ving, storing or rehandling waste material shall be borne by the contractor. TS-06 PIPING MATERIALS, VALVES, AND FITTINGS a. General All pipe sizes as shown on the drawings, and as specified herein, are in +� reference to "nominal” diameter, unless otherwise indicated. F. One type of pipe as indicated below will be considered for this project. All pipe shall be fabricated to fit the plan and profile shown on the draw- ings. One type of pipe shall be used throughout the entire project except di as necessary to match existing piping. Where relocation of or replace- ment of existing piping is necessary during construction, materials used shall match "e existing, subject to the approval of the engineer. S TS-05 } C. Foundation Preparation and Bedding Foundation preparation shall be in accordance with the applicable provisions of section 73, A. P. W. A. Standard Specifications, except that the bottom of - the trench must be soaped to uniformly support the bottom quadrant of the pipe throughout its entire length. It, case unstable or unsuitable existing material is encountered at the trench uottom, the engineer may direct the use of borrow bedding material in accordance with Section 73-7. 05 of the A. P. W. A. Standard Specifications. Wet trench conditions will not be considered as unstable conditions. Bedding material shall be as required for Bank Run Gravel Borrow, d. Trend Backfill and Compaction (1) General: Excavated materials that are free from mud, muck, organic matter, broken bituminous surfacing, stones larger than 8 inches in dimension, and other debris, shall be used for backfill except where otherwise required. (2) Initial Backfill extending to a place at least 12 inches above the crown of the pipe shall be hand-placed, s.decc(:d excavated material free from stones, hard lumps or other mate hurriful to the pipe. Initial back- fill shall be placed around the pipe in 1.. s not exceeding eight inches in depth, and each lave- shall be thoroughly compacted by mechanical tampers to at least 95 percent of maximum dry density at optimum moisture content, as determined by Standard Proctor Compaction Test, ASTM Designation D698-58T, Method D. (3) Subsequent Backfill shall be the remainder of the trench back- fill, above the initial backfill, and shall be cerried to elevations such as to receive the proper depth of surfacing materials, as applicable. Improved Areas: All subsequent backfill under street and shoulder areas shall be placed in lifts not exceeding 8 inches in loose depth, and each lift compacted to at least 95 percent of maximum dry density at Optimum moisture content as determined by ASTM Designation D698-58T, Method D. In-place density determination shall be made it, accordance with ASTM Designation 1) 1556-58T, except as otherwise approved by the engi- neer, Unimproved Areas shall be atl areas to the natural statt or otherwise undeveloped, where slight subsequent settlement of the backfill can be tolerated, and shall include wooded and turfed areas, pasture land, and all other area., in a wooded or undeveloped state not adjacent to existing .. structures. Where ver the pipe line passts through unimproved areas, the TS-04 difid ' "a�l#A"MFY"1tts�r,}FD N4. .tYY" ,..-:,:.. .„ „ „.., •,.. rrwri..Na.�M,a�'fo'. ( R c l Removal of bituminous and concrete pavements and utilities shall be con- ducted in accordance with Section 52, A. P. W.A. Standard Spec ifications, except as otherwise provided herein. Removal of concrete pavements, all surfacing materials and improvements S will not be paid for -eparately, but will be considered as incidental to the work and included in the applicable unit price paid for the waterline in place, complete. TS-05 TRENCH EXC IVATION, BEDDING. AND BACKFILL 7 a. General Trench excavation, backfill, foundation preparation and bedding for water- line and appurtenances shall be in accordance with the applicable provi- sions of Section 73, A. P. W. A. Standard Specifications, except as modified herein. b. Excavation The contractor shall inform and satisfy himself as to the character, quan- tity and distribution of all material to be excavated. No payment shall be made for any excavated material which is used for purposes other than those designated. Should the contractor excavate below the designated lines and grades without prior approval, he shall replace such excavation with approved materials, in an approved manner and condition, at his own expense. The engineer shall have complete control over the exca rating, moving, placing, and disposition of all material, and shall determine the suitability of material to be used as backfill. All unsuitable material shall be wasted t as specified. Excavation of every description, classification and of whatever scbstances encountered within the limits of the project shall be performed to the lines and grades necessary for pipe, bedding and structures, and as indicated or. the drawings. Temporary drains and drainage ditches shall be installed to intercept or direct surface water which may affect the promotion or condi- tion of the work. All excavated materials not meeting the requirements for backfill and all r:ccess materials shalt be wasted as specified. No separate nor extra payment of any kind will be made for storing, han- dling, hauling or manipulation of excavated materials. w TS-03 1 1 TS-03 EXISTING UTILITIES --.�.. if, in the prosecution of the work it becomes neceesary to interrupt exist- :ng surface d-ainage, sewers, underdrains, conduit, utilities, or sirailar underground structures, or parts thereof, the contractor shall be respon- sible for, and shall take all necessary precautions, to protect anti provide temporary services for same. The contractor shall at his own expense repair all damage to such facilities or structures due to his construction operations, to the satisfaction of the engineer. (See Special Provisions, Section SP-17). TS-04 CLEARING AND STRIPPING a. General Whenever the construction crosses grassed, turfed, sodded or landscaped areas, the sod and topsoil shall be stripped and stockpiled separately from the rest of the excavated material, and shall be salvaged for re-use to -estore the area to its original condition. All plants, trees, shrubs and other planting in landscaped areas shall be salvaged or replaced. It shall be the contractor's responsibility to contact each owner so affected, prior to commencemert of construction operations affecting that owner, and make arrangements for the satisfactory protection and restoration of the items to be removed or otherwise disturbed. b. Clearing and Grubbing Clearing and grubbing shall be accomplished in accordance with the appli- cable provisions of Section 1L of the A. P. W.A. Standard Specificatio.es except as otherwise provided herein. No s, ldrate nor extra payment of any kind will be made for clearing and grubbing, but will be included in the applicable unit price bid for the watertine in place, complete. c. .',tripping (1) G-nera L• All areas to be excavated shall first be stripped of all topsoil, grass, sod and other material not prescribed under clearing and Grubbing. Ail stripped and removed material shall be wasted, except as otherwise required. (2) Removal of Existing Pavements and Street Improve-nents: Pavement, or other street and road surfaces shall be cut only to the mini- . murn width which will permit the proper excavation and bracing of the trench, anc which will allow passage of vc hicular and pedestrian traffic. All pave- ment cuts shall be made smooth, straight lines or to nearest construction joint, and shall be made with clean vertical faces. e TS-0L _ PAR1 IV SPECIAL TECHNICAL PROVISIONS ® TS-01 GENERAL STATEMENT This section, Part IV, Special Technical Provisions, is devoted to features of on-the-site conditions which are peculiar to the facilities to be construct- ed for the Glacier Park Company. Articles, materials, operdl9ons, or methods mentioned herein or indicated _ on the drawings as being required for the project shall be provided by the contractor, and he shalt provide each item mentioned or indicated (of quality or subject to qualifications noted), perform according to the conditions stated in each operation prescribed, and provide therefor all necessary labor, equip- ment and incidentals necessary to make a complete and operable installation. Where a manufacturer's name is given the words "approved equal" shall be considered a part thereof except where no substitute is permitted. No attempt has been made in these specifications or plans to segregate work covered by any trade or sub-contract under one specification. Such segrega- tion and establishment of sub-contract Urnits will be solely a matter of spe '.fic agreement between each contractor and his subcontractors, and shall not be based upon any inclusion, segregation or arrangement in, or of, these speci- fications. The contractor snd sub-contractor in each case is warned that work included in any sub-contract may be divided between several general specifica- tions, and that each general specification e,r sub-head of the technical specifi. cations may include work covered by two ur more sub-contracts or work in excess of any one sub-contract. , TS-Ol STANDARD SPECIFICATIONS All work under this contract shall in general be performed in accordance _ with the applicable provisions of "Standard Specifications for Municipal Public Works Construction" prepared by the Washington State Ctapter, American Public Works Association; and in accordance with the require- ments of the City of Renton, except as otherwise amended, modified, or speci- fied in these Special Technical Provisions, Items of work not specifically covered in these Special Technical Provisions shall be performed in accord- ance with the requirements specified in the A. P. W.A. Standard Specifications, and in accordance with the City of Renton requirements. M,. TS-01 1 C ,a M, tN i N Y. ,a a v tyd+ ,t v' a�{ s ' 4� '��r, i� 1�ur FPi �,m. � i � 1 rE c_•�� t ' ,i,.. 4, After the expiration of thirty (30) days following the final tccept. - anee of thework; said reserve, or all amounts thereof in excess of a sufficient sum to meet and discharge the claims of material men and labore-s who have filed their claims, together with a sum sufficient to 1 defray the coat of such rction to pay attorneys' fees, shall be paid the ' ' r• -, t contractor. 3.9. 13 5usvension of Payments Nc partial or final payment shalt. be made as long as any order made by the engineer to the contractor in accordance with the specifica- tions remains uncomplied with. Neither shall any partial or final pay- '. merit be made as long as any claim c,r lien filed or prosecuted against the owner, the owner's officers or employees contrary to the provisions of rY." the contract remains uasatisfted. 3.9. 14 Correction of Work after Final Payment Neither the final certificate nor payment nor any provision in the contract documents nhall relieve the contractor of responsibility for faulty materials or workmanship and unless otherwise specified, he shall rem- edy any defects due thereto and pay for any damage to other work rY sulting t therefrom, which shall appear within a period of one year from •hs date of final acceptance. The owner shall give notice of observed defects with ; reasonable promptness. The contractor shall initiate corrective action within five (S) days after written notification from the owner. All ques- tions arising under this article shall be decided by the engineer. 3.9. 15 Payments Payments under the contract shall be paid in cash by the owner unless otherwise prcvided by the special provisions of these specJicr- tioas. t _ I OC-43 � ti Ij • material in place the allowance shall Ile furtner limited not to exceed ninety (90) per cent of the difference hetweeu the bid price and the coat 1 Of Placing as estimated by the engineer. At tale option of the engineer, no allowance for materials shall Le riride on any partial eatirriat,: 1,nless the total allowable value for all matc- ais on hand is at least one thousand dollars (f 1,00o. 00, and no allowance shall be made u 1 poa any single Bass of material the value of which is not at least tive hundred dollars ($500. 90). The inventory of materials for which advances are requested shall be kept to a reasonable Oise as approved by the engineer. No allowance shall be made -pon furls, supplies, form lumher, falsew•ork, or other materials. or ont temporary structures of any kind, which will not become an integral part of the finished construction. An it basis for determining the amou,:t of advances on material, the contractor shall make available to the oagineer such invoices, freight hills, and other infarmation concerni tg the materials in queeVon, as the agineer may request. Should there be reasonable evidence, i the opinion ,,f the engineer, that the contractor is not making prompt payments for <wterial on hand, allowances for material on hand will be omitted from yartial payment. 3. 9. 11 Allowance for Materials Left on Iiand Materials not required by the unit or lump sure prices named in the proposal but delivered to the work at the order of the engineer but left unused due to changes in plans, will, i.f the materials are not practicably returnable for credit, be purchased from the contractor by the owner at actual cost (without percentage allowance or profit), and shall thereupon become the property of the owner. 3.9. 12 Final L:atitnate As soon as the completed mark shall have passed satisfactory in- spection, the engineer will Oo notify the owner and contractor in writing ani the contractor will then be paid an amount such as will make the total payro,ents equal to the total contract price less the r�-tained percentage. Payment of the final estimate will be made at the same time in the month and in the same manner as abuve provided for monthly estimates. The retained percentage of the fi.ul contract price shall be retained for a period of thirty (30) days fallowing the final acceptance of the completed project, and every person performing labor or furnishing eupplies toward tho eompletl z of said improvement or work shall have a lien or claim upon said fund , c reserved, providec' such notice of the liens or claim of such claimant shall be given in the manner and within the tines prrvidsd by .aw. 2-y GC-42 t � to I a. Defective work not remedied. b. Claims filed or reasonable evidence imiicating probable filing of claims. c. Faiiure of the contractor to make payments properly to sub- contractors or for material or labor. d. A reasonable doubt in the opinion of the engineer, that the contract can be compL:ted for the balance then unpaid. e. Damage to anotser contractor. F ,. Should the amount due the contractor under the estimate for aov ;r given month be less than five hundred (500) dollars at the option of the engineer, no payment *ball be made for that month. Partial payments shall not be construed as an acceptance or approval of any part of the work covered thereby, and they shall in manner relieve the contractor of responsibility for defective workman- ship or material. s The estimates upon which partial payments are based are not rep- resented to be accurate estimates, aryl all quantities shown therein are subject to correction in the final estimate. if the contractor us** such estimates as a basis for mstdng payments to subcontractors, he does so et his own risk, and he shall bear all lose that may result. The maaing of partial pa tments under the contract, tithe* before or aver the date eat for eempletilra of the work, shall r.ot operate to °nval- 1 idate any of the provisions of the contract or to release the surety. At the time payment is made for any materials which have bean stored at or over the Ws, the ownership of such materials shall be vented in the owner, and they shall remain in storage until used on the work. Such materials *hall not be used on other work. 7.9. 10 Advaaaes gh rials For Tameriele delivered and hold in storage upon the work (or near the site of tits work if approved by the rngiceer), allowances will be made in the partial payments to the contractor. These allowances shall be in amounts not exceeding ninety (90) per cent of the Iret cos. 'o ! i. the contractor of ito material f.o.b. the work, and from such allowsm there shall be retained the percentages regularly provided for in coarse_- tion with partial Payments. in cases where there is a bid price on a given r GC-41 A , Form Completed on City of Renton Utility Department Project Form a _ 1 . Water Project X ;j,a p, Date 'roJect No. given ( •✓a; r.kr nt ,ti• ae \ _ 2. Project Description and location S. 18!.� • Sr t`0 -T tJltl+EY Ir 3. Developer's Name �QRtA7 h10RFN1'QU 4.,twnv r'� (I f City check AN Ac�n Address � BkWwu' �• Phone15(vI Est 20,) Engineer s Name SfEviNa �./.cTN 0"%0N L /ju"v*PJ INC (If City check ) Address �z F404C 6k"CANf.r (KKK Nls.(•,C---% �{y 70S cf-(N7 AVl' Cp2_3/ 616'D TY� ._,Al✓_,9r4ro4 Phone N ✓ Contractor's Name (.0L WC 110 Cords., ea. (If City check ) , Address Phone N PA2. 5-3o(, 4. Is there an ACTIVE Late-Comers Agreement in the project area? N p If so, give File Name Recording Date And Nimber 5. The Utility Department Work Order Numbers on this project are as follows: 4 6. What plans have been submitted? Preliminary ✓ As-Built 7. Has an Estimate be^n Prepare ' for Project _I f so, give Date Prepared And Total Amount of Estimate 8. Is there tc be a Late-Comers Agreement on this project yc rJ If so, give dates for; Preliminary - Submitted Recorded and Recorded Number ( 'p 9. Date of 'Start of Construction" {qjy Dace of "Completion- Z- 14 69 3 Stevens.Thomptyon & Runyan, Inc. Engmeers/Planners PORTLAND. OREGON SEAITLE, WASHINGTON 68_S_237. 002 December 13, 1968 City of R nton City Hall Renton, Wn, 98055 Atten: Mr, Jack Wilson, City Engr, y Gentlemen: Submitted herewith on behalf of the Glacier Park Company is one copy of the changes to the Orillia Industrial Waterline Extension Specifications as per request. It is hoped to get this project under construction in the very near future. Your early consideration of this matter will be sincerely appreciated. Yours truly, STEVENS, THOMPSON b RUNYAN, INC, B !' � ✓ kt y ., R. V. Hermes rv;vk •rrlr .e. roa No or t.M1brva 'tor gCono tvtbV[ ti't�lf,WttMINOtON rr10� MOAt(loll.rf.Utp � � ti j yy i.I i 24°BUTTE PLY' VALVE i I ! - 'S2�AR. " 526 S @ °CTR5. SUMP HOLE " I k 24"0 WATERL.INF- JOINT MATERIAL p (OLYMPIC POUXIDRY CAS'TING 5c321 W/TYPO ` D LAC Gf2 EQUAL. 4 SCALE= '"�2"=I -4'• 1_`) >� * E 0 BARS C E'CTRS.-, -•N A *-BTU; E3AR5G 4' CTRS- `t 2 DIAL '- CL.5(1V2) 2 EXTRA 7 BARS eSC,UARE NUT ° LADDER RUNS r',y MIN. ° + - o M Q O D nib CGNC. PIER ' CLA.- 5;0/2) cc J,4 f17 CAST - IN- PLACE SUMP F ,, S BUTTERFLY VALVE _,z- E ICM.3 A;A � I HAM�BEFZ ��,_- ,,,,;1 -4 (` ti fituvens.R'lfompron Bc [WaYwn.inr �. �Z dzyn,oer./Ptw,n. i w � 'r: MMwrtti Tfu.mpep•� 4 nunr�n v rnP+,rn/I(e.nen COPY Glacier Park G>rnpnny .Z. 12/12/68 The valves shall be mechanical joint ends, Iowa List 14, or Mueller A.2380 or approved equal. Change the 3rd and Ith sentence of paragraph T5.06 (d) Te,.Lr.ical Provisions of the contract specifications to read as follows. Valves elall bo Grourdbog valves with mechanical Joint onde suitable for buried service. Valve discs and body shall be of cast constrc.ction. Yours truly, STEV04S, THOMPSON 4 RUNYAN. INC. By L. T. Clark '.eeoe4te 4 ti Y Wwvwnw�7'lunnp/wn 4 Ituny�w w COPY 68-5.237. 032 D�eembar 12, 1968 rlecter Park Company 404 Union Street Sr�ttla, Wn. 98101 Attention: Mr. Clark FcKArt Subject: Orillis IndustrM District Waterline Extension Gentlemen: j The City of Renton has requested that certain changes to their orig. inal drawings, subject project, be incorporated into our construction contract. It in therefore recommended that acceptance of the con. tract with Frank Collucio be conditioned upon the fallow!ng be!ag iti- corporated into the project. Change the first sentence of paragraph TS-09 (b) 1. , Technical Pro. visions of the contract specifications to road as follows. Prior to acceptance of the system, the installation shall be subjected to a hydrostatic pressure toot of 150 psi above the static pressure. Change the third paragraph of Section TS-07 (f); Technical Provisions of the contract specifications, to read as follows: Valve chambers shall be in accordance with -'act. 76 of the APWA Standard Specifications except as modified by details bound in these specifications and butterfly valve chamber de- tail attached hereto. Change the fourth sentence of paragraph TS-06 (c) Technical Provisions of the contract apecificatlooe to read as follows: 1 Stev©ns,ThorAIPfion & Runyan, 111C.. Engineers/Planners PORT"NO. OREGON stiATTLf. W,�BVH INOTOv 68-S-237. 002 December 6, 1968 Glacier Park company 404 Union St. Seattle, Wn. 98104 Attention: Mr. Clark Eckart Subject: orillia Industrial District Waterli..e Extension Gentlemen: The City of Renton has requested that be certain orangeed s t their original drawings, subject project, P our construction contract. it is therefore recommended that ac- cio be eptance o the ng being incorporated int with Frank o the project. tioned upon the following Change the first sentence of paragraph TS-09 (b) 1. , Techni- cal Provisions of the contract specifications to read as follows. ce of Prior subjectede o anhyd:ashtatic pressure test f 150 e system, the installation shall be psi above the static pressure. Change the third paragraph of Section TS-07 (f); Technical Pr�- visions of the contract specifications, to read as follows: Valve chambers shall be in accordance with Sect. 76 of thels APWA Standard Specifications except as modified by de bound in --nese specifications and Sheet 4 of the construction drawings. (Attached hereto) Contract drawings - Add Sheet 4 dated December 1968, File No, 68-S-237. 002• entitled 24" Butterfly Valve chamber, to the set of Contract Drawings. Yo•irs truly, STEVEE S, THOIv4PSON k RUNY:� . INC. 1 hY ZA T. Clark l •aKr re• �0�M.N eC lee I�G enn rvswla N�frN.WreMlMror•e,0� rneN Feel es WIN lfc:vk cc C• F. Lntlekofer Otpnprc Foundry cr ki�biv. C.1.VuP;• 8os `s 00 � • 2-:.': Stta£1Rcsle Rods- li Gae`.'clic( Ls;.iJ) z •••,�. A!2[Aar.'rrl JciNs fee (Mis 7 ` E'•s 16'a 4"C dlecking W:DRANT DETAIL Sent o• pone t i ��e 4�X� e, ., ,, + \.. rwk h � . i ', _ . s� t � � � � �. � �� , { i E ._Z/ a f i � _. . r _ .. . .. a. { � . . . in � ` y j ��_' ���- - A w� t 4 ., - �. ,�.M..�..» � a f� � __ _ .. _ �.. _. ,:-;, w ' Y �.. . ....-.:.. ■ ` �^ 7d■ . 4 ` '�� i ' �w� y � .. 1 _ ,_... q • i \ ��• � i l/1 � �� L� r /\ d... .... _. S � ...... !' �� �• O � , . .. _ 1 �x � . , _ ____ ... :� o � , �� � . J � - --- � . �_ _< +� :, :, 2"BYPASS ASSEMBLY `A` -----� DE'(AI! 1 I 9n� Ed i 2'6ole *Ive p { 12"6ale V 1v 2"Oresst/Coap/inq MA'S ERIAL LIST �'--- 5- 2" J11poler opSJ ' 'i 2. 2" 90' Rl f //PS) J - / 2" Go/e lbloe /2"OptraJmq nc/1 1- 2" Drerser Coup/inq �A INSTALLATION Dry 14p when possible, 2" m wo/er mom � ' I _ 1 Tfnti Y 1 1 (4) Eire Hydrants shall be paid for at the applicable unit price per each, payment of which shall constitute full compensation for the fire hydrant, spool, 6" gate valve, valve box, and all blocking, bracing, drains, fittings, and necessary accessories for a complete installation. (5; Bank Run Gravel Borrow shall be paid for at the applicable contract unit price, per cubic, yard, payment of which shall constitute full compensation for furnishing and installing the material in place, complete. Only material placed upon written approval of the engineer will be paid for. (6) Borrow Bedding shall be paid for at the contract unit price per yo! cubic yard, payment for which shall constitute full compensation for fur- nishing and installing bedding material in place complete. The price paid per cubic yard for bedding material shall also include full l compensation for the excavation and removal of additional material below ',` the normal trench bottom to allow for placement of the bedding. Only borrow bedding placed upon written approval of the eng deer will be paid s� for. (7) Cement Concrete and Asphaltic Concrete Resurfacing shad be i paid for at the applicable contract unit price per square yard, payment of which shall constitute full compensation for the resurfacing complete, in- cluding subgrade preparation, preparation of and connection to existing pavements, ba ee course, tack coat, finishing, and all necessary incidental work. No separate nor extra payment of any kind will be made for surface restora- tion other than for cement concrete and asphaltic concrete resurfacing. Re- ir surfacing of other materials, including crushed rock resurfacing of road shoulders, shall be considered as incidental to the work and shall be includ- ed as a portion of the unit price bid for the waterline in place. TS-14 i -... .. a r 1 Y+ �u F (4) Borrow Bed, .ng btater;al {hall be measured as the cubic yard ;q of compacted material in dace, calculated by multip!ying the length of trench to which the bedding material has been added by the cross sectional " • ;;.,, ?.: area of bedding as detailed on the drawings, based upon a pay width of the y trench as pipe outside diameter, plus 2 feet, I A- (S) Bank Run Gravel Borrow shall be measured by the cubic yard of material incorporated in the work as fill and backfill upon the direction of the engineer, Bank run gravel borrow placed without prior approval of r=:.•aLL the engineer will not be included with the measurement for payment. Mea- surement shall be made of the borrow material in the borrow pit by cross- .. c section prior to removal, in place, or by other methods approved by the engineer. The cubic yard measurement shall be at the optimum density of the material used as determined in its compacted state as specified. (6) Resurfacing of cement concrete and asphaltic concrete stall be measured to the nearest square yard of surfacing in place, limited to a pay width equal to the outsidN pipe diameter plus six feet, centerec ever "'• the centerline of pipe. Crushed rock surfacing, shoulder restoration, and surface restoration other than cement concrete and asphaltic concrete will not be measured for payment but will be included with the unit price paid for the waterline in place. b. Payment T ! P (1) General: Unit or lump sum bid prices for all is rms shall include all costr for labor, equipment, material, testing, relocation and modificationer to existing utilities, and all incidentals necessary co make the installation complete and operable. (2) _Water a ine shall oe paid for at the applicable unit price per lineal foot of pipe, for the size and locations listed in the bid schedule, w payment for which shall constitute full compensation for the water line, in place, complete, including: clearing; grubbing; stripping; all pavement removal; excavation; trenching; backfill; foundation preparation; compac- tion; pipe, pipe laying and jointing; pipe blocking and bracing; sheeting, shoring, and dewatering; all surface restoration including crushed rock resurfacing but excluding concrete and asphaltic concrete r..surfac:ing; fittings; specials; removal of existing piping; connections to existing piping; and all incidental work necessary. (3) Gate Valves ►nd Butterfly Valves shall be paid for at the applicable unit price per each, payment of which shall constitute full com- pensation for the valve in place, complete, including valve chambers and accessories. c T4-13 ��et� wee x ��� x >� �$x�C. *"<x } �.�•k�"53"+,�; � `- �� 'x' 8. T ' g y,w�. Ystinu+WM ,. i � ix f+�ii ere°.i.•n � i 'r C. Leakage Tests .. Leakage tests shall be made after the pressure test has been satisfactorily completed on the new pipeline or concurrently with the pressure test. The ^� hydrostatic pressure for the leakage test shall be equal to 100 p,a, i. TS-10 DISINFECTION Disinfection of the new water system shall be required prior to completion of the project .ind shall be in accordance with AWWA specification C601-54 and Section 74 of the A. P. W.A. Standaid Specifications and shall meet the acceptance of the State of Washington Department of Health. The initial conce.,tration of chlorine ir. the line shall be 50 parts per million and this solution shall be held for a period of 24 hours. Disinfection of the entir . water system installed or disturbed under this contract, including pipe, pipe fittings, valves and appurtenances, is required to conform with the specification stated herein. TS-11 CLEAN JP During the time that the work is in progress, the contractor sf,.all make every effort to maintain the site in a nut and orderly condition. All refuse, broken pipe, excess excavated material, broken pavement, ctc. , shall be removed as soon as practicable. Should the work not be main- tained in a satisfactory condition, the engineer may cause the work to stop --� until he "clean-up" portion of the wor'a .as been done to the satisfaction of �� the owner and/or engineer. TS-12 MEASUREMENT AND PAYMENT t, cl. a. Measurement (1) Water Line, bid items, shall be measured by the horizontal lineal foot straight through appurtenant structures, valves, or intermedi- ate connections. Measurement shall be between points of connection to existing piping or new piping as applicable. (2) Gate Valves and Butterfly Valves shall be measured per each, :w in place, complete. Valve chambers shall be included with the valves as one item. (3) Fire Hydrant Assemblies shall be measured per each, in place complete. Included with the measurement for payment will be 6 inch piping, 6 inch gate valve and valve box, spools, couplings and all _ r appurtenances to and including connection with the. main line tee. TS-1L s r w, y 1 ■ shall in all respect* meet the requirements set forth in Section 23-2. 01, t "3 A. P. W.A. Standard Specifications, except the crushed material shall meet the following gradation: U. S. Standard 9s by Wt. i •, '�'.G.. . Sieve Size Passing R 1-1/2" square opening 1000/0 1" square opening 70 - 95476 4 1/4" square opening 35 - 70Qje p 0200 10% max, ' Water shall be added during rolling operations as necessary to secure +yJry 7 required compaction. X The crushed rock may oe spread in one layer and shall be adequately bladed and ,nixed to obtain even distribution of the rock. Alternate bleeding • and rolling shall continue until the required finish surface and density is obtained, The crushed rock shall be compacted to at least 100 percent riixUnum dry density at optimum moisture content. Water shall be added as necessary during blading and rolling operations to obtain ti a required compaction. TS-09 TESTING a. General Hydrostatic pressure and leakage tests on the new pipeline shall be made in accordance with applicable provisions of AWWA C600-54T or C603-64T and Section 74 of the A. P. W.A. Standard Specifications, except as modi- fied herein. �+ All equipment necessary to make the testa shall be furnished by the con- tractor, and the contractor small conduct all tests under the supervision n of the engineer. E/ b. Pressute Test Prior to acceptance of the system, the installation #halt be, subjected to a hydrostatic pressure test of 150 psi, and any leaks or imperfections developing under said pressure shall be remed,rd by the contractor before final acceptance of the system. The contractor shall provide all necessary equipment and shall perform all work connected with the tests and conduct said tests in the present. of a Utilities Department Inepecto Insofar as is practical, tests shall b^ [Wade with pipe JoVits, fittings and valves ex- posed for inspection. ` r sa '. on the ` day of .' 1SOJ, i t::C C-i or ... .:1Jii, a wunl::.dal corporation of the second ci u.;ej c::cic. .. ......,. o: t::J State of ' a.,....n .:gL'On, ..C:4iLaftCY ?ad CI.AC-E.2 PA2:< C0.:.,.,:'Y, a ain.¢scca i. .. "e:_.:ad to as t::C ., an oo...u: -�rovidirg for ..:J is stallation o: c .., l:t'oY s W mL_no fy. a:.Ci ?�L i:.::..:....,., +., 5. ... _..v St-eet from L:-.¢ ..a,.. +'" � _ Va ley H,.ghway . . rp 4N ... Sc, cia. 2 .::lC:gip. o :c:. ... c._an waa c_ .a bJ .:a o: : ,, bu: tL-at .1 ' ^ � .::¢ Go_.... CGS�; L:.OL L )C -. a dc; _..,,_... �a_ ..,:e tocu. actual .._ Ccsczibed in ". •ii; a parti.as �e. ..Lr mil.o, ...:Jt ....-v C:.., o.wl.l.. ciJ zoCd;:icd to F::¢ fallowing ..:e a,zcc...L... e .. ,_.. ,...a City a::d the l oz o: cart...,. w:.LLY with_ th 1YJ S.:reet fro: L::.' Y:_:,t V...:cy .��lj:�/� ,�J v _.. ¢.,uV J.... J..a.n. LQ WC.or.(.Qd So as to rc-:ccc rho accuol cozc o_ _ construction i:: t::o amount of $75,357.43 inst ._ , zua. of ;69,000.00 therein estimated. 2. Except ac heroin r'.,dificd above, said a�;reemcnt shall remai:. in %ull foree z,:d a:Getz and not otherwiaJ be changed. 1 .,.,_., < ...... ... _.. _...__.._._ ____ _ ' ♦ it 's'RIS PERMIT is subject to the inllowmg ,,Wiuuns which arc hereby accepwesi and agreed to by the permittee: 1. This permit to grantM under authority of Chapter 159, Session Laws of 1933. Xh. 96.16 RCW.) c i 2 do property rights are granted huroin, nor dizs this eermit Positive permitter from liability for ary drunagcs which may be suRereJ to life or to property, publi• or privat'r, by reason of works, struetur" and Improvements authorized 0 hereunder. 3. This permit does not obviate the necessity rl obtaining assent of the Federal Government In cam of United States navigable waters. 4. The pe.'mittee shall remove, at hip own expenae, ell lalmworks, structures and materials incident to the roatruction of the work herein authorized. Worsts and structures erec.ed und.^r permit covering a specific period of time shall be removed by the permitte.e at his own expense upon the expiration if said period or at the expiration of a1.y extension of lime which may be granted. 5. Should pernirdee fail to remove, at the proper time, materials, works and Structures referred to under paragraph 4, We Director reserves the right to have it done at the expense of tl.e permittee, S. Any alteration of plans for works and structures made subsequent to the filing of application or the issuance of permit shall be subject to approval by the Director. 7. The Director shall be notified by the perrmttee of the completion of works under this permit in order that he may make firial inspection and give final approval. S. This vermit is subject to further special conditions as :ollows: 9. This permit is accepted subject to provisions of law and regulations urd •xdidaa here,--.eeerthed. 1►erranlael r ' o_ •_ } Perlin F.I.a.P.M.,,a►-i n«.7o1-7.0-1'wr. ,... PERMIT NO. :29-2 RTATg OF WANRINGTON DEPARTMENT or WATER Rr-SOURCF_S OLYMPIA. WANIIINOTON Permit is tl+aated under prwlsf•ms of ch. aLle RCM, this 27th,_ _..day of _... ?9.3P6...........................__, It 69 City of Penton �Nxme a apdieaatl Renton, Washington iwdar.Ki to Paartwt"d wWwww....a_12-inch ,water main ... _..... .... ........................_....._...... .__.. ... _ taatKtvtaoa as.aw _......._.._.__._.._................ ........._............................................... ..,........,.........._.._...........................................................,............... ..... .................................._._................._.. ...............__._.._.............._._................._.._._...._..._.. ..._._.. for the period..__. ...... -._....... I&..._. to.........-1.... .... 1C......... or. perpetuity.___ .____..- In _.. -Section..30_.��..... ......_. ..... ............ 5ecdon. 31 Township 23 N. Range 5. E-W.M. on.. Glees River which Paid works, structures and Impro emenb are located within....Glean .. (Nam.al,t.,ae r,ad pram idr e , Flood Control Zone No.. 2. , all in accordance with Application No.. 329-2 and plav, attached thereto m file with the Department of Water Reaourtta, which applicafion• with plans attached, Is made a part hereof. has The work leereln authorized pip comma J1017ta[...__._ .. AR__... and inall be Completed on m' befon 014c,.3.Q.tnb.. .......d4 at... . _.. Avgust ..........1 19 69, or before . -ch dale as may be specified by any extensions grawted. __. _............ .. .. ....... ____..... .__._.__.. ._ _..__ ._. __. ... ....__....._........................................................................ _......... ` Tell permit is subject to the I ndilfons printed on the reverK hereof. Given under my hand and official seal the day and year tint 'e �. .... x " r� uKt DANItL !. F'.ANt. apvUNON H MAUNm[ AHL Uul� DI11[CTpll NEMEIff of WMI 11"111" 1i0 O{NtNAL ADNINIOTIIATION MUIL011. OLYMPIA Y@sot INONt tl Ltllt AN[A Copt tD1 June 27, 1069 Mr. Ronald L. Olsen City of Renton Renton, Washington i Dear Mr. Olsen: , We are enclosing 3 the original and copy of Permit No. . _ -2 for the construction of a 12-inch water main. I Pl e as permi easeopies 1 Very trply yours, � -i MAURICE AHLQUIST Dir e�-tor Departt;,ent of Water Resources HMA:ry Encl. cc: King County Flood Control Div. OF R Rec jUL 1 1sss e iR-: StevenH.Thompsan & Runyan. ine.. Engineers/Planners PORTLAND. OREGON SEATTLE. WASHtNGTON 68-S-248. 002 February 24, 1969 City c,f R...iton City Hall Renton, Washington 98055 Attention: Mr, Jack Wilson, City Engineer Subject: Waterline Extension, So. I80th St. East Valley Highway to 80th Ave. 5c ... Gentlemen: In an effort to complete the waterline extension contract between the Glacier Park Co. & Frank Coluccio Construction, Inc. , a letter is needei from the City of Renton regarding the arrangements macie between tt a City of Renton and Frank Coluccio Construction Co. for payment of piecing 4" of crushed rock or. So. 180th St. roadway shoulder. Also required is a letter stating that the waterline as constructed has satisfied all requirements of the City of Renton. Yours truly, STEVENS, TFK MPSON & RUNYAN, INC. By oe"-'e' 4L- p R. V. Hermes y eA C 0 rvh:mm y 4 wln�lOi IGl MOOI.V�LA�NY 'IOf 1{C ONO�V�MVI •l�1Kl.WYMINO�ON[IiGA nwOw[(10.111 Hfb 4 4 ► STATE OF WASHINGTON—DF.PART.MENT OF HEALTH y l Pu^ Health RuilAini,•, Olympia. Wm?,H t[~W501 REPORT ON 3ACTERIOLOGICAL EXAMINATION OF WATER SUPPLY Collected by. Don Taylor _ Date m1lected February 17, 19ti 1 Sources of Wate•t _..Spring Owner of Supply Re- ton iuneri atendent Date of Report Mr, R. W. Puhich City Hall CRenton, Washington February 19, 1969 Namur of 10 ml. Portlona G• rat Cnnqu�l lAbnralmy Point Whore Sample Shce:rnc, Colitorm (Haanisma a if Not Rnti•ia1hr - Nun,brr Was T&ter (S {v.rtlom ex,ml d) 4unerone.,te encc,t 5762 Hydrant South 1800 and Stith Avenue South 0 - (main disinfection) 5763 Blow oft at end of line on East Valley Highway 0 (main disinfection) i UNSATISFACTORY: Investigate trouble IMAf;:MATFLY. SUBMrr ADDITIONAL. SAMPLES. QUESTIONABLE: Repeated results of This type shmild he conaidcred unsatisfactory. investigate trnuble and submit additional samples It no portions show pirvenee of enliform organisms the result is Satisfactory. To meet State Department of Health bacteriological standards a public water supp'.y shall conform to the following- Of all the standard ten milliliter (10 ml.) portions examined per month, not more than ten (i0) per cent shall show the presence of organisms of the colifnrm group. Occasionally three (3) or more of the five (5) equal ten milliliter (10 mt.) portions constituting a single standard sample may chow the presence of organisms of the coliform group, provided that this shall not be allowao:e if it occurs in consecutive samplers or in more than (a) Five (5) Per cent of the standard samples when twenty (20) or more samples have been examined per month. (h) One (1) standard sa{npl: when less than twenty (20) :,ampi:- bacr• been examined per .rnnth. t, The above examinations were made by the State Department of Lleolth Laboratories in accordance with the !ai.:at edition of Standard Methods of Water Analysis, •;l !'or addition$) information, contact the undersigned Public Health Engineer. i Copies to: fling County Health Department (2) { di � ,� f tI✓.. tf P hh1. i.alth -Coll. :4 i • .�aj STATE OF WASHINGTON DFPARTMETT OF HEALTH 991�+bile Health Building, Olympia. Waslr ton 9960L REPORT ON BACTERIOLOGICAL EXAMINATION Of WATER SUPPLY Culiecfed by Don ,Taylor Date colleted Febt,+ary 17, 196,1 t . Sources of Water S)ring _ Owner of Supply Renton To I Superir ntendent .r\'� Datr• of Report ! M . R. W. Puhich Cfty Nall Rentot., Washington Fehruaty 19, 1969 Number of LO n'.!. Portions If Not Sn•. Lrtwmtx• Pmr., Wivie Bamvlr $ncwrnR Cehfor n•. Oryanum; .� 1 GM1 .9rtione eraminedl Que+.ie n nie ❑nMn 'urlon- Numb<r Woe hxrn 5762 Hydrant South 1BOrh and - BOth. Avamie South (i (main disinfection) 5763 Blow off at end of line on East Valley Righway, �) - (sair disinfection) - F V64SATISFACIORY: Investigate trouble rMll'IEDIATELY. SUBMIT ADD,TIONAL SAMPLES. QUF-STIONABLE: Repeated results of this type oho uhl be considered ua.wtisfactor;, lnv�"igafe L nuhlc ` and submit a.!ditional Eamphl If no portions show p.esenr^ of coliform organisms the result is Satisfactorn To meet Stele Department of health bacteriological standards a public water supply shall COINortn to . ti,e following: Of all the statdard 1st15" +illiliter (10 ml) portions examined per month, not more than ten (lo) per cent shell :'oar the presence of organisms of the fwlikrcm group. Occasioaally three (3) or more of the flee (5) equal ten milliliter (10 ml,) portions cons/itutinq a single standard sample may show the prerence of •,rganisms of the coliform group. provided that this shall not be allowable if it occurs in consecutive samples or in more than er more samples have been examined (a) Five (5) per cent of the standard samples when twenty (20) P per month. (b) One ID standard sample when less than •wenly 120) samples have been examined per month, The above examinations -.vere made by the State Departtent of )fealth Laboratories in accordance with the latest edition of Strutdard Methods of Water Analysis. E For additwnal information, nontad the undersigned Public Health Engineer. . Copies to: YSng County Health Department (2) ya . .. p„af-. n.eat r.,smrrr v 7 F, F ' city of Renton, Utility Dept. P PURITY TEST FORM `.later Project k jo PQ1 _— .lame .�f Project This test was taken by � j- -= %r�i�rC o/P on ` Date of Reply "7 i "Failed" _ on — "Passed" . , on _ Comments: d } F v:1 t } `s ... !d'P'�YNY�1Fd'!`:+ ^'4114ertV'.'Y.MK1Yaw�!'f�gYlmNpYYL.G'.4'.. '•::•.•.u+.:tR.4K1M/al''w 9QFll-"._. City of Renton, Utility Dept. PRESSURE TEST FORM Water Project i Name of project So: ! B �i�ro✓tafa � ✓i.6 " !�l.`+ �' C,E) This test was taken by ( J0„d ade� on At a pressure of 000 PSI, for minutes. The test "Failed" on "Passed" Comments: w �w i t: City of Renton, Utility Dept. PRESSURE TEST FORM Water Project Name of Project This test was taken by 1/�,y , ' i<. l� on - 1_.�— 4- fi , At a pressure of '�,�` � PSI for /,'; minutes. The test "failed" on , _ "Passed" /�` on 2 Comments: 'All0 :ufirod - rt February 11, 1969 Mr. Len Clark Stevens, Thompson 8 Rimyon, Inc. 202 doge Building :ieattle, Washington 98104 Re: Water Main Installation in S. 180th Street In Renton, Washington Dear Mr. Clark: It has horn decided that tire hydrant guard post shall be required around the hydrants rea.ently installed by Coluccio Construction Co. as well as concrete valve markers. Very truly yours. Ron Olsen RO.mj Water Engineer A t Mr. Rick Hennes c/o Stevens, Thompsen 6 Runyon 206 Hogg Building Seattle, Washington 98101 Re: Shoulder Restoretio.i on S. 180 h Street between East __ YtUjZ Htyhway_and 80th Avenue South Dear M'. Hermes: The shoulders on S. 180th Street at the present time are in bad condition because of the work done for lietry by the Contractors Pamco. At this time Contractors Pamco have not yet restored the shoulders. It is my understanding that Mr. Colurcio is wo=derinq who will restore the shoulder. The City's position on this matter is as follows: After Contractors Pamco and Mr. Coluccio complete work in S. 180th $t. the shoulders will have Lo be in acceptable condition. There are two ways this may be accomplished: 1) Mr. Coluccio can wait until after Contractors Pamco have completed their work in the area and start his installation after the shoulders have been restored to acceptable condition, and then re-restore the shoulders, or 2) Mr. Coluccio may contact "Metro" or "Contractors Pamco" to see if some arrangement can be made to provide just one final shoulder restoration. (The cost of this restoration would need be determined between Metro d the Contractors involved.) If further clarification is requirea please contact this office. Very truly ;ours, Ronald L. Olsen pJ0:m1 dater Engineer ti. 10. Tne required "PRESSURE TEST" has been taken by At a pressure of PSI , for _ minutes, on The test: Failed Passed Comments 11 . The required "PURITY TEST' has been taken by On Date of Reply Failed Passed Comments 12. Is there an Easement required? If so, give dates for: Preliminary Submitted Recorded And Recorded Number 13. This Project included LF of Watermaln „ a And Gate Valves Gate Valves Gate Valves and Gate Valves, And all miscellaneous accessories for a total value of $ �' Also, Size Make type Fire Hydrants for a 'x , total value of $ � r �r s 14. The transfer or "Bill of Safe" is in; Preliminary r w134-7� . Submitted r Recorded form.The recorded number ,;,,. ,g � wu xzs 15. This project Information was sent to the Utility Dept. for recording on and tak^_n Into "plant" un + i + 16. What drawings does the Water Shop have on File. Preliminary As-Built h 1 y s _ s. . .♦ '•c^.*�---^++^!-r4ks:yP:.p�a� a_-w.ai--•—�u•♦�:�r-...:._ _..._... 4�.♦_ .. � ... :. -s .4'r(_ i{�.��'•� ^. �.�, . ♦ I I � i N J/ N ' r � i } y 1 of r U % Z OFVICIC .8 CITY MERK PJrNTON. WAS14INGTON X } M1'If IP.41. Iil!Ilf11N1:, RIT:TON, Ma SA RiGTON 98055 :LI 8-3310 17� Io7 'ura�. i GREAT ►QRTHERN RAILWAY MWAHY 404 UNI(A STRUT AFATTI_E, WASHI'rTOtJ 48101 °—'N: MR. MONT M. DOYD RF: L.C.A.6. 1533-70 - CRILLIA, WASH. —1823 WE ARE FoRWAQ,-)I'& ifERCWJTH ::%C'JTM COPIES .if SLPPL&ENTA! /GREEMENT FOt THE INSTALLITION OF DA TERWlTN W APPURTf9NNCr'; IN S.E. 180TH �,TRFET 'R^'1 PlF EAST VALLEY H14NWAY TO ROPH kVENIT S.E. THIS .K1CIl4FNT HAS MEN RECORDED L"NP #6626491, VOLUME 3030 PAGE 433. OUR OILLING FOP 54.00 RECORDING FEES IS ENCLOSED HEREWITH. PLUS DILL OF SALE RECORDING FEE OF 53.00. IIIIIIIIIIIIL ` r ... VERY TRULY YOlRSo *^ rTTY OF RENTON 1,rl r-IFLMIF W. WL" CITY CLERK HWN/SK EMMASUKS (2) CC CITY llii1M1111 � t46 M �� ti•11 riLC�ll� �F`a T r d }t ..M STATE OF MINNE:,OTA j j 98. County �f Ramsey j On this 13th day of _ February 1970, before me personally appeared J. R. Severson _ and R. M!O'Kelly to me known to be the Vice President and secretary, respectively, of Glacier Park Company, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntr y act and deed cf sa:.d corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute said instrument, and that the seal affixed is the ec ,porate seal of said corporation. WITNESS my hand and official seal the day and year in this certificate first above written. , •� r �,r - Notary Pu in and for the State of re St. Paul, fiinn. ,44 Minnesota siding at My Commission expires: ,TanAary 13 i971, .. .,,7�jt1'• C I 223 17, .0 c'-�0'�/-AK?X- 70 s BILL OF BALE (y; The GLACIER PARK COMPANY, a Minnesota corporation, in consideration of the cum of One Dollar ($1.00) and other valuable consideration, receipt of which la hereby acknowledged, "rants, bargains, sells and delivers unto the CITY OF RENTON, WASHINGTON, ! r?F the following described personal property now located in the City of Renton, Washington, described as follows; Approximately 1167 lineal feet of 24-inch I ductile iron pipe water main; 2449 feet of y ,y 12-inch ductile iron pipe water main; 11 fire hydrants with valves, fittings and all appur- „•',sy tenances pertaining to said water mains '... E};art located in S.E. 180th Street extending from the East Valley Highway to 30th Avenue S.E. GLACIER PARK COMPANY warrants said w-,ter mains and appur•- te es to be free of any expenses, costs or liens incurred thereon by, through or under the GLACIER PARK COMPANY and will warrant and defend this sale against all and every person whomso- ever claiming said personal property by or through the GLACIER PAnK COMPANY. IN WITNESS WHEREOF, said ,orporation has caused this Bill of Sale to be executed by its proper officers and its corporate seal to be hereunto affixed this 13 t day of February 1970. LACIER PAR: COMPANY i - cei P Ibink ¢rotary , w zw December 8, 1969 Great Northern Railway Company 404 Union Street Seattle, Washington g8101 Attention: R.M. Boyd Ra: Supplemental Late-Comers Agreement and Bill of Sale for the Glaeler Perk 'ompany Dear Mr. Boyd: rho City of Renton has reviewed the Bill of Sala and the Supplemental Agreement for the latecomers agreement regarding the water main In S.V. 43rd Street (formerly South IBOth Street) adjoining the Glacier Park Development and has found`Awti• documents satisfactory. The originals of these documents should therefore be executed by the Railroad and forwarded to the City for the Clty's execution and rscaard- Ing. If you have one further questions regarding this matter do not hesitate to call. Very truly yours, R. Lyman Houk Engineering Departel RLN:m cc: Gerard M. Shelton, City Attorney Nalmle Nelson, City Clerk t 1 rkf ',�4 STATE OF MMESCTA 1 ) ea. County of Ramsey t On this _ Sb_ day of Febriary 1970, before me personally appeared J. R. Severson and R. M. O'kelly , to me 'crown to be the Vice President and Secretary, respectively, of Glacier Park Company, the corporation that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary ace dnd deed of said corporation, for the uses and purposes therein .mentioned, and on oath stated that they were authorized to execute said instrument, and that the seal affixed is the corporate seal of said corporation. WITNESS my ; nd and official seal the day and year in this certificate first ..Dove written. I2: , Notary Pu in and for the tate of Minnesota residing at St. Paul, Minn. My Commission expires: Td1"u.uy 11, 197z, t %* ► BILL OF SALE The GLACIER PARK COMPANY, a Minnesota corporation, in f consideration of the sum of One Dollar ($1.00) and other valuable I- .ATM consideration, receipt of which is hereby acknowledged, grants, IpI� Largains, sells and delivers unto the CITY OF RENTON, WASHINGTON, the following described personal property now located in the City of Renton, Washington, described .a follows: �. Approximately 1167 lineal feet of 24-inch ductile iron pipe water main; 2449 feet of 12-inch ductile iron pipe water main,- 11 flri hydrants with valves, fittings and all appur- tenances pertai,iing to said water mains located in S.E. 180th Street extending from the East Villey Highway to 80th A^enue S.E. GLACIER PARK COMPANY warrants said water mains and appur- tenances to be free of any expenses, costs or liens incurred thereon by, through or under the GLACIER PARK COMPANY and will warrant and defend this sale against all and every person whnmso- ever Maiming said personal propert.y by or through the GLACIER PARK COMPANY. IN WITIv!SS WHEREOF, said corporation has caused this Bill of Sale to be executed by its proper officers and its corporate seal to be hereunto affixed this _ 1.3th day of February 1970. GLACIER PARK COMPANY BY `I �" ' eiaent f. Attest:— ¢zeisiY OfAz IR x OFFICE OF THE CITY ATTORNEY 9 IIBNTON.WARH1NGTON UL p POST OTYICE OOA$26. 100 2040 AVENUE OU N0IN,L PENTON.WASHINGTON 911056 ALPINE 5467O 6PAOP N. SMIELLA1E. CITY AT70ONEY 7.M1f b"Y CAP,-.At 00 JOHN N. PAIN, JN.,ASSIST"r CITY ATTORNEY November 17 , 19F9 Mr. Jack Wilson, , City Engineer City Hall Rentor, Washington Re: Latecorer Agreement-Supplemental Agree: en'r with Glacier Park Co. Dear Jack: We have received this date a photostatic copy of the Supplemental Agreement and proposed Bill of Sale from Mr. R. M. Bo}d of the Great Northern Railway Company. The purpose of the Supplemental Agre=ment is to correct the total cost o: the improvements Rihich, once verified by you, would then be controlling -or purposes of ascertaining the cost per front lineal foot. Upon execution of said Supplemental ^,greenent. it should then be placee on record with the King County i.vditor's office. The Bill of Sale .s approved as to legal fore: and we suggest that you verify the information therein contained. If you have any further questions on this matter please let us know. =� We re,nuin Four very truly, r��l , Gerard M. Shellan GMS:ds Enc. cc: Mayor Cit} clerk Q President Council It;E9 Chmn Fire E Water Coin. R. M. Aoyd PEP% * ti e, t CITY pT .. I pr 10- Y�1 �� RENTpN � at,p, a^� �i ,e Irp�D,EpC� ic�lSllEMo HIND DEPT. EPr December 3, 1%9 � ';Yt� C;erard N. Shellan, City Attorney DATE TO: R. Lyma:, Houk, Engineering Department a9 FRUM:�— 't, m the Great Northern Bai!way Co. RE: ,,,plemental Agreement and proposed Bill of sale fro Dear Gerry: fied lsmsntal This office has reviewed and mverient Keene Glacoer�Park c;ompanytion M andnthe C1t the �yFof tisntun, Agreument to the Late-Ccme z's Ag S. and the Bill of Sale for the installation of the watermain in S.W. 43rd Street (formerly These docurnts, when ,Both Street) between the East Valley Highway and 80th Avenue S.E. executed, should be returned to thu City Clerk for recording. hesitat+ to If we can be of any further assistance in regard to this matter, do call. 12/u/65 Dear Lyinan: P• Lyman Houk RLH:mJ I am not sure why you are returning the attached documents to us for further handling. Tnlease etead, p advise the Railroad to etecute the oorded by the City rd Clerk. to the City. Thereafter they should be recorded by GMS Now 1 '► M I Y.. c� ....o...- .,� T..d City !edged O zaid cn oath a::ci that .V .- _:or:.tion. .. d;.y O!♦ 1JJJ• a /.i f n cf tetra:;;inytWr, i c::.dL.7 aT " .:�� L.. .. "✓UDC.. CL: -.. ..... • ... 1 � f yl, J 1 � d 4 . � Crc:ay o :S is r 1 0:. this C: y :ct:.bnally a.11ooarod before c.o CL;i:i:: ;.. SC7l.: T, the i CJ�?Ji4 L.:]Y �...._ G::.=CIS"i.Cp L..1 W�:i:.'.'• :..... :piO�D:.:.j S:w�a:.�.'.:. ...... to be tic Zree :. a vo iu:a�ry zct :-rc CCCC: J: l:J tC .lIG ..:.: on c..t:; L.aC.:: :.:.__ .:_ W[.:; :.::.ho_i�_.� to I, i i 1 a J Y' R x: 4pa.fA i► w Y ' bf County o: :a7aey I On e'a. •a 6cy of 19c9, },Gforo me Paraoa:c.Iy eared an9 . t� me knc',.. to be . e vice ' O. Claei Ta... Ccr: ny, the s. cc. --_......a. .:aat cxccntcd c:'-.g inatrur.ent, a:d ac'..:owlecgnd g ..3n ,.,_ 0 a volunta C ..:... [...ed Ow ..:.i:. .. �_u��O:., _.._ ...... ....�., o- .3 �Lr�OL.... ...._.c_:1'u,er•.iJ:.ed, i.::C. i; � t �' 7r�s�! r{4�?i and tl,.Qt t:.d aaal __...w C::R cO:2 or'.te EO[.- O. ., .id corgi Or 11 " J* +. certic:.c:.L.. i;: .t ...iov:. a ff r ` l ry t. Mn RIM 7 Y i -., - .a.;. .....