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HomeMy WebLinkAbout#221 Permanent Highway #4E \ .:.>>, :r. ',," -Ii ~ ,;: ''';1: r '~'<~~F-' 'C:' '-~"'~~~'."-' ~~--'-~~'--..,... '""', -" '-~:"';"'- ~''''''''\ ' - 'fvv "w . 00000 Comtract,Plana and Specifications For the Construction of L4 PERMENENT HIGHWAY NO. ~-E Ext. Office of the County Engineer Jefferson County 7',' l~ ''1 tv' ,~~ ~.; ~:l"l' Jr ?~.~~: i~'~l: '~ ~V't/ :,~,I. Port Townsend, Washington. 00000 Approve(L..__.....J..U..L.1..~ 1925 (Section 7, Chapter 35, L::~".;'~'l-i) 'ii, '~.1::< \. ;'4 f I- f ~~::'::~I:ABJlINGTON' CONTRACT THIS AGREEMENT, made and between the BOARD OF COUNTY COMMISSIONERS of. ....... . COUNT , State of Wash- ington, acting under and by irtue of Chapter 35 of tll! a s of 1911, as amended, hereinafter' called the Board, and.............: ..' ......I+......~u of..u..r~....~...... ..W~.~.here after called the Contrac~r. WITNESS~H~ Th~t in consideration of the payments, covenants and agreements hereinafter mentioned, to be made and performed by the Board, the Contractor hereby covenants and agrees as follows: (1) To do all work, and furnish all material necessary to construct, improve and complete Per- manent Highway No.Y.:-.E..,..E)(t~ known as the....Ce..n:fer.::-:-:uuC.hLmac..\.4.n:l......u..........u...... Highway in~County, Washington, between Station.4JL:t..:.?::.p............... and Station ..~$.5:..:t...QQ.....---.. in accordance with and as 'described in the attached profiles, maps, plans and specifications which are hereby made a part hereof and shall have the same effect as though the same were fully inserted herein, and in full compliance with the terms, conditions and stipula- tions of this agreement. (2) The Contractor shall provide and be at the expense of all materials, labor, carriage, tools, implements and conveniences and things of every description that may be requisite for the trans- fer of materials and for improving, construction and completion of the above described work. (3) It is understood and agreed by and between the parties hereto that the work included in this contract is to be done under the direction and supervision of the County Engineer or Con- struction Engineer, who may be designated as the Engineer in Charge by the Board, and hereinafter called the Engineer, and his decision as to the true construction and meaning of the profiles, maps, plans and specifications and estimates shall be final. It is also understood and agreed that such additional drawings and explanations as may be necessary to detail and illustrate the work, are to be furnished by the Engineer, and the Contractor agrees to conform to and abide by the same, so far as may be consistent with the purpose and intent of. the original drawings and specifications. (4) Should the Contractor at any time refuse or neglect to supply a sufficiency of properly skilled workmen or of materials of the proper quality, or fail in any respect to prosecute the work with promptness and diligence, or fail in the performance of any of the agreements herein con- tained, the Board shall be at liberty, after three days' written notice to the Contractor, to provide any such labor or materials and to deduct the cost thereof from any money then due or thereafter to become due to the Contractor under this contract, and if the Engineer shall certify that such refusal, neglect or failure is sufficient ground for such action, the Board may, by written notice, terminate the employment of the Contractor for the said work, and enter upon the premises and take possession of all the materials, tools and appliances thereon, for the purpose of completing the work included in this contract, and employ by contract, or otherwise, any other perSon or per- sons to finish the work, and provide the materials therefor, and in case of such discontinuance of the employment of the Contractor, he shall not be .entitled to receive any further balance of the amount to be paid under this contract, until the work shall be wholly finished, at which time if the unpaid balance of the amount to be paid under this contract shall exceed the expense incurred by the Board in finishing the work, such excess shall be paid by the Board to the Contractor, but if such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Board. entered into thiSu..qM..day of...... . ....... ................., 192.S:- B1 i "" (5) The Contractor agrees to complete all the work called for under this contract, in all parts and requirements, before the__......L~....--u--uday of.____,{J.~...u..u.......u., 192.5., PRO- VIDED, HOWEVER, that the Board shall have the right, at its discretion, to extend the time for the completion of said work, but no extension shall be made unless endorsed hereon in writing. All requests for extension of time must be accompanied by an agreement of the surety on the bond of the Contractor for such extension. In case an extension of time is asked for by the Contractor and granted by the BOARD, the Contractor agrees to reimburse...t jJ.9 ~ County for all engineering and inspection costs in- curred in the prosecution of th~\t~t"f;~m the date herein named as the date of completion until the actual date of completion and acceptance. To insure said reimbursement, the Engineer shall certify monthly to the County Auditor all amounts due '\,.)J 0 A ~ County for such extra en- gineering and inspection and the County Auditor will cIi1;~l-nth;..~~;;;:~- against the Contractor the same as any verified claim 'and withhold the warrant for the final estimate until the same is paid by certified check. (6) Time shall be of the essence of this contract on the part of the Contractor, and in case the Contractor shall fail in the due performance of the contract by and at the time herein mentioned, or by and at such time to which the period of completi?n may have been exteni).ed/e shall be liable to pay to the Board as and for liquidated damages and not as penalty, the sum of_...u/__D_...~_~..._...u...... for each and every day which may elapse between the appointed and actual time of comple- tion, which said sum is hereby agreed upon, fixed and determined as the damage that will be suf- fered by such failure to complete within the time named; and the Board IIlay deduct the same from the amount due or to become due to the Cont.actor and such payment or deductions shall not in anY' degree release the Contractor from the further obligations and penalties in respect to the fulfill- ment of the entire contract, nor any right which the Board might have to claim, sue for and recover compensation and damages for non-performance of this contract. (7) Payment ~ ~ ~ a~r~~~3~~ria~r8i~e~ contract according to the lump sum price ofm._m_m.mm..__..........__.m..__..___m..__.....Do~ars ($..%.2SS'1'b.S:.) and in no other manner whatsoever, PROVIDED, HOWEVER, that the Board reserves the right up- on recommendation of the Engineer to increase or diminish the amounts of work to be done as called for upon the accompanying plans, and the Engineer shall compute the amount by which the Lump Sum Price shall be increased or diminished upon the basis of the prices bid by the Contractor for such work under the heading of EXTRA WORK. Partial payments upon this contract will be made at the request of the Contractor, once each month, on estimates of the County Engineer, subject to the amount reserved. Incompliance with the provisions of Chapter 166, Laws of 1921, there shall be reserved from the moneys earned by the Contractor on estimates during the progress of the improvement or work, a sum equal to fif- teen (15%) per cent of such estimates, said sum to be retained by the State, County, City, Town, District, Board, or, other public body, as a trust fund for the protection and payment of any per- son or persons, mechanic, sub-contractor or materialman who shall perform any labor upon such contract or the doing of said work, and all persons who shall supply such person or persons or sub- contractors with provisions and supplies for the carrying on of such work. Said fund shall be re- taineg for a period of thirty (30) days following the final acceptance, of said improvement or work as completed, and every person performing labor or furnishing supplies towards the completion of said improvement or work shall have a lien upon said fund so reserved, provided such notice of lien of such claimant shall be given in the manner and within the time provided in Section 1161 of Rem- ington & Ballinger's Annotated Code and Statutes of Washington as now existing and in accord- ance with any amendments 'that may hereafter be made thereto: PROVIDED, HOWEVER, that' where in any improvement or work the contract price shall exceed two hundred thousand dollars ($200,000), but ten per cent. (10%) shall be reserved on estimates in excess of said sum or where/ the aggregate of previous estimates equals or exceeds said amount. In case of lump sum price a. B2 m~ schedule of prices to be used as a basis of partial payments shall be based upon the prices in the preliminary estimate, which prices shall be increased or reduced in the same ratio. that the lump sum price bears to the preliminary estimate. The certificate of the State Highway Engine er, certifying that the entire work has been completed in accordance with the contract, specifications, plan, map and profile shall constitute final acceptance of the work. Final payment shall be made as follows: After the expiration of thirty (30) days following the final acceptance of said' improvement or work, and the expiration of the time for filing of lien claims, as herein provided, said reserve, or all amounts thereof in excess of sufficient sum to meet and discharge the claims of materialmen and laborers who have filed their claims, as 'provided for in Section 1 of this Act, (Chapter 166, Laws of 1921), together with a sum sufficient to defray the cost of such action and to pay attorneys' fees, shall be paid to said Contractor. IT IS MUTUALLY AGREED between the parties hereto that any payments or contributions due or required by Chapter 74, of the Law of 1911, (Industrial Insurance Act) from the County of __. by virtue of or on account of any of the work covered by this contract, may be ed c ed from any payment or payments made to the Contractor herein, and that the sum or sums so deducted shall be determined each month upon the basis of the work of said month, and shall be made upon the proper written order and demand of the Industrial Insurance Commission, a notice of which order and demand shall be served up;n the said Contractor prior to said deduc- tion. IT IS FURTHER AGREED that the Contractor herein, or any sub-contractor or contractors employed by them shall be subject to the provisions of said act as provided and required in Sec- tion 17 thereof. (8) All payments under this contract shall be made by the State Treasurer from the Permanent Highway Fund, upon warrants of the State Auditor issued upon presentation of proper vouchers by the Contractor, said vouchers to be approved by the Board, and no payment shall be made for any alteration made during the progress of the work unless the same shall have been approved by the Board of County Commissioners by resolution, and a copy of said resolution shall have been transmitted to the State Highway Engineer, and in case of final payment, to be accompanied by certificate of the State Highway Engineer as aforesaid. No warrant, however, can be issued for any purpose against the Permanent Highway Fund unless there be sufficient money to pay such warrant in such fund to the credit oL~.~ County, PROVIDED, HOWEVER, that in case the Permanent Highway herein descr~ed ~sY;il-he improved or constructed pursuant to a petition as provided in Section 2, Chapter 35, of the Laws of 1911 as amended, then and in that event, such portion of the total expense under this contract as shall be chargeable to the property within the improvement district shall be paid from the General Road and Bridge Fund of the County upon the presentation of proper vouchers therefor. (9) No alterations shall be made in the work shown and described in the plans and specifica- tions, except upon the written order of the Engineer and as provided hereinbefore and when so made the value of the work so added or omitted shall be computed by the Engineer, and the amount so certified shall be final and conclusive and binding upon the Contractor, and shall be added to or deducted from the contract price. The schedule of unit or itemized prices hereto attached is intended to form a part of this con- tract and shall constitute, as far as possible, the basis upon which the value of all work added or omitt~d shall be computed. (10) The Contractor shall provide sufficient, safe and proper facilities at all times for the in- spection of the work, by the Board or its authorized representative. The said Contractor shall fur- nish, without charge, to the said Board or its authorized representatives, samples of cement or other materials used in construction, as said samples may be required, in order that the character of such materials may be determined. All materials and methods shall be subject to the' approval of the Engineer. . B3 "'- Defective work or material may be condemned by the Engineer at any time before the final acceptance of the work. Notice of condemnation shall be given in writing by the Engineer. Such condemned work shall be immediately removed or disposed of to the satisfaction of the Engineer. Failure or neglect on the part of the Engineer to condemn unsatisfactory material or to reject in- ferior workmanship shall in no way release the Contractor, nor shall it be construed to mean the acceptance of such work nor shall the final acceptance bar the County of ~ from re- covering damages in case fraud was practiced. (J '\T- Time lost in replacing such improper work shall furnish. no ground to the Contractor for claiming an extension of time for the completion of the work. Incompetent, careless or negligent employes shall be forthwith discharged by the Contractor upon the written request of the Board, or Engineer in charge, and failure to comply with such re- quest shall be sufficient ground for the termination of the contract, as provided for in this Article or Article 4 hereof. Should the Contractor be delayed in the prosecution or completion of the work by the act, ne- glect or default of the Board or the Engineer in ~harge, or of any other contractor employed upon the work, or by any damage caused by fire or other casualty for which the Contractor is not re- sponsible, or by combined action of workmen in no way caused by or resulting from default or col- lusion on the part of the Contractor, then the time herein fixed for the completion of the work . shall be extended for a period equivalent to the time lost by reason of any or all of the causes afore- said, which extended period shall be determined and fixed by the Board, but no such allowance shall be made unless a claim therefor is presented in writing to the Board within ten (10) days after the occurence of such delay. (11) It is further mutu?-lly agreed between the parties hereto that no certificate given or pay- ment made under this contract, except the final certificate or final payment, shall be evidence of the performance of this contract either wholly or in part, and that no payment made shall be con- strued to be an acceptance of defective work or improper materials which may appear within two (2) years after such payments. (12) The work and material covered by this contract shall be at the sole risk of the Contract- 01' until the same shall have been finally accepted by the Engineer, Board and the State Highway, Engineer, and any damage or loss that may occur or result to the same prior to the final com- pletion and acceptance of said work by the Engineer, Board and the State Highway Engineer, shall fall upon and be made good by the said Contractor. . (13) The Contractor shall not let, assign or transfer this contract, or any interest therein, or sublet the work herein provided to be done, or any part thereof, without the consent of the Board. The Contractor shall file with the Board a duplieate of all sub-contracts made by him as aforesaid. The Contractor shall give his personal attention to the work at all times and be present either in person -or by duly authorized representative on the site of the work continually during its prog- ress and shall receive instructions from the Engineer in charge. Any sub-contractor shall be con-' sidered the agent of the Contractor and the latter shall be responsible for any indebtedness incurred by such agent. If any sub-contractor fails to perform hiE: work in a satisfactory manner his sub- contract may be terminated by the Board. (14) The Contractor shall be liable for all damages and injury which shall be caused or which shall occur to any person or persons or property whatsoever by reason of any negligence of said Contractor or any of his servants, employes or sub-contractors, or by reason of any breach or viola- tion of any of the provisions of this agreement or any of his duties or obligations thereunder. The Contractor shall also aSSUllle all liability for and protect the Board from any damages or claims arising from the use of any patented articles or devices in any part of the work. ' (15) It is a part of the public policy of the State of Washington that all work by contract or day labor done for it or any political subdivision created by its law, shall be performed in work days of not more than eight hours each, except in cases of extraordinary emergency. No case of B4 l :\..;--- extraordinary emergency shall be 'construed to exist in any case where other labor can be found to take the place of labor which has already been employed for eight hours in any calendar day. In case of the violation of the provisions of this article, the Board shall have the right to cancel this contract without notice, and shall pave the right to complete the work in the manner provided in Article 4 hereof. surety bond to be payable to the County of.. amount of the Contract, conditioned th he and in accordance with the contract, profiles, te and furnish to the Board a good and sufficient corporate .____, and to be in the penal sum of the full II perform the work upon the terms, within the time, maps, plans and specifications, and that he will in- (16) The Contractor agrees to exec demnify the County of.... .n . .n __.________u..__...._____...__...__...........against any direct or indirect damages that shall be s claimed for injury to persons or property during the construc- tion and improvement 0 such highway and until the same is accepted, and further conditioned as required by law for the payment of all laborers, mechanics, sub-contractors and materialmen, and all persons who shall supply such person or persons or sub-contractor with provisions or supplies for the carrying on of such work. If the Board shall have reason to believe that the security on said bond has become impaired since the execution thereof, or is insufficient, it may require the Contract- or to furnish other or additional security. (17) The Board hereby promises and agrees with the Contractor to employ and does employ him to provide the materials and to do and to cause to be done the work upon said Permanent ,Highway, and to complete and finish the same according to the plans and specifications and the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same at the time and in the manner and upon the conditions above set forth. The Contractor for himself, and for his heirs, successors, executors, administrators and assigns, does hereby agree to the full performance of all the covenants herein contained upon his part. IN WITNESS WHEROF, the said Contractor, hereunto' setS.m___hts.... hand......__ and seaL..... and the said Board of County Commissioners of. \z..l:Jn A ~..ICounty has, pursuant to resolution, duly adopted, caused these presents to be sub;rb.i'b-wb;-i:t;"chairman, and clerk, and the name of the Board to be hereunto affied the day and year first above written. - - - -. - - -.. - - -. . - - ~. - - - - - ~ - - - - - -- ~ ~ - - - - - - - - - - - - - - - - - - - - -- -. - - ~ - - - - - ~. ~ ~ ~ ~ - ~. -.. - ~ - - - - -. - ~. - - - - -. ~ -... ~ .. - - - ~ ~ ~ ~. ~. -. -. ~ ~. - - -. -. - ~. - - - - -.. ~ - - - - -- - -. - -. -- - - - - - - - - - - ~ ~ - ~ - -. -. - ~ ~. - - - - - -. - - - - -. - -. - - - - - - -. -... - - -. - - - - ~. - - -. -.. ~ - - - -. -. ~. -. - - -. ~ ~ ~ ~ - - - ~. -. - - - - ~ ~ ~. - - - ~- ~ ~ -... ~ - -. - ~ - - - - - - ~ - - - - - - -. BOARD OF COUNTY COMMISSIONERS, OF ATTEST, ~,COUNTY, WASHINGTON, - - - -.. ~ ~ ~ ~ - - ~ ~ ~ --. -.. ~ ~ ~ - - -.. ~ - ~.. ~ ~.... -.. - -. -. - ~ - ~. ~ ~. - - - - - -.. ~ - -~ - - - - - - -.. - - -- - -. - - - - - -.. - - -.. - - - - - -. - - -. -. ~ - ~ - -. -. - -. - - - - -... -. -- - -. ~ - -. - -... - - -.. ~ - -. - - - - - - - ~. ~ - -. - -. -.. - -. - -.. Clerk of Board. CONTRACTOR. By... ....._ u...._ _ _ _..... __..... .....___.. no__'" __.. no_ ___.... .......m.... Deputy. B5 SPEOIFICATIONS DEFINITION OF TERMS In interpreting these specifications, the following definitions shall prevail: STATE: The State of Washington. STATE HIGHWAY ENGINEER: The State Highway Engineer of the State of Washington. BOARD: The Board of County Commissioners of.. ....... . . ___............County. ENGINEER: County or Construction Engineer, r hi uly authorized assistants, by whom all explanaitons and directions necessary for the satisfactory prosecution and completion of the work described in these specifications will be given. . CONTRACTOR: The person, firm, co-partnership, or corporation, or any lawful agent of such person, firm, partnership, or corporation, constituting one of the principals to the contract and tinder- takin~ to perform the work herein specified. CONTRACT: The agreement between the contractor and the County of.. ....00... . .............. ....., acting through the Board of County Commisioners. The contract shall inclu e t e accepted "Pro- posal," "Plans," "Specifications" and "Contract Bond, "also any and all supplemental agreements which reasonably could be required to complete the construction of the work in a substantial and ac- ceptable manner. PROPOSAL: The written offer, or copy thereof, of the bidder to perform the work proposed. PLANS: The officially aproved plans, profiles, cross sections and other drawings, or exact reproductions thereof, which show the location, character, dimensions and details of the work to be done and which are to be considered in the contract as co-ordinate with these specifications. SPECIFICATIONS: The directions, provisions, and requrements contained herein, together with all written agreements made or to be made, pertaining to the method and manner of performing the work, or to the quantities and qualities of materials to be furnished under the contract. CONTRACT BOND: The approved form of security furnished by the Contractor and hs surety as a guarantee of good faith on the part of the Contractor to execute the work in accordance with the terms of the contract. LABORATORY: The laboratories of the State Highway Department, or other laboratories desig- nated by the Engineer. PROPOSAL GUARANTEE: The security designated in the proposal t~e furnished by the bid- der as a guarantee of good faith to enter into contract with the County of.......--. . --.. .. .--............., if the work contemplated is awarded to him. 01 SPEOIFIOATIONS GENERAL PROVISIONS PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. LAWS AFFECTING PUBLIC WORK: Attention is particularly called to the clearing and grubbing specifications and also to section three, Chapter 33 of the Session Laws of 1917, with reference to the burning of refuse, timber, brush, and debris from clearing and grubbing operations. The Washington Forest Fire Association and the State Fire Warden all insist that the statutes covering the IIlatter be strictly enforced, and that the refuse from clearing and grubbing on public roads be properly disposed of and the premises be left in a neat and presentable condition. The provisions of the specifications and the statutes, therefore, will be strictly enforced. INTERPRETATION OF PLANS: Any work or materials that may have been accidentally omitted in the description of the work, but which is clearly implied, shall be furnished by the Contractor as if it had been specifically stated. Work shown on the plans and not mentioned in the specifications, and vice versa, will be done as if shown on both, when and where required. In case of discrepancy on any plans or drawings between the scaled and figured dimensions, the figured dimensions shall govern. 'In case of ambiguity of ex- pression in the specifications, or doubt as to the correct interpretation of the same, the matter shall be submitted to the Engineer, whose decision shall be final. CONNECTIONS WITH INTERSECTING ROADS OR DRIVEWAYS: The Contractor shall, for the same compensation as for other grading, grade a safe, proper, and workmanlike connection with all intersecting public or private roads or driveways, according to the direction of the Engineer. UNAUTHORIZED WORK: Work done without lines and grades being given, work done beyond the lines and grades shown on the plans or as given, except as herein provided, or any extra work done or any deviation made from the plans and specifications, without written authority, will be considered unauthorized and at the expense of the Contractor, and will not be measured or paid for by the County. Work so done may be ordered removed and replaced at the Contractor's expense. LIMITATION OF OPERATIONS: The Contractor shall so conduct his operations as to have under construction no greater length or amount of work than he can prosecute vigorously, and when in the judgment of the Engineer such operations are being so spread out as to be detrimental to such vigorous prosecution, thereby endan- gering the completion of the improvement within the contract time, he shall so advise the Contractor in writing. METHOD OF SERVING NOTICE: Any written notice to the Contractor which may be requisite under these specifications, may be served on said Contractor:, either personally or by mail, or by leaving the same at his last known place of residence. CO.OPERATION OF CONTRACTOR REQVIRED: The Contractor shall keep a copy of the plans and specifications on the work. DETOURS: The Contractor shall at all times conduct the work in such a manner as to insure the least obstruc- tion to traffic practicable. 02 . The Contractor shall provide and maintain at his own expense in passable condition such tem- porary highways and bridges as may be necessary to accommodate the traffic diverted from the roadway or bridge under construction and shall provide and maintain in a safe condition temporary approaches to and crossing of intersecting highways except that the Contractor will not be required to build and maintain temporary detours around bridges more than twenty (20) feet in length, nor around a closed section of highway having a length of more than 500 feet, unless such detours are provided for in the specifications or on the plans, or ordered in writing as force account by the Engi- neer. BARRICADES: On all improvements the Contractor shall provide, erect, and maintain at his own expense all neces- sary. barricades of sufficient strength for the purpose intended, suitable and sufficient lights, danger signals and signs and shall take all necessary precaution for the protection of the work and safety of the public. Any part of the work damaged from traffic or other causes, occurring prior to its official acceptance shall be replaced and made good by the Contractor at his own expense ~n a manner satis- factory to the Engineer. Two barricades two hundred feet apart shall be constructed at each point where a highway is closed to traffic. The first or outside barricade shall be constructed of light lumber in such a manner that it will not seriously injure or wreck a car. The second barricade shall be constructed of heavy material in such a manner as to be difficult to remove or break down. On all barricades and obstructions there shall be kept burning at night from sunset until sunrise two red lights, four to five feet apart, both of which can be plainly seen at. a point in the road three hundred feet from the barrier. The lights shall b,e placed on the first barricade. In daytime the Contractor shall place a red flag two feet square in Ii, conspicuous place in the road three hundred feet from the barrier. FENCES: In passing through private property the Contractor must keep up at his own expense such tempor- ary fences as shall be necessary for the preservation of the crops, and protection of the property, and the Contractor shall be liable for any and all damages resulting from a non. compliance with this re- quirement. PRESERVATION OF PROPERTY: The Contractor shall preserve from damage all property along the line of work, the removal or destruction of which is not called for by the plans. This applies to public utilities, trees, monuments, fences, etc., and wherever such property is damaged, due to the activities of the Contractor, it shall be immediately restored to its original condition by the Contractor and at his own expense. USE OF EXPLOSIVES: When the use of explosives is necessary for the prosecution of the work, the Contractors shall use the utmost care, so as not to endanger life or property, and whenever directed, the number and size of charges shall be reduced. TESTING MATERIALS: Tests of materials to be used in the work shall be made in the laboratory designated in the "Def- inition of Terms," whenever such tests are required by the specifications or by the Engineer. The Contractor shall furnish the Engineer, without charge, samples of materials used in the work as such samples are required. Materials may be rejected by the Engineer whenever, in his judgment, they fail to meet the re- quirements .of the specifications, and when so rejected, they shall be immediately removed from the work. STORAGE OF MATERIALS: All materials intended for use in the work shall be so stored by the Contractor as to prevent damage from exposure to the elements, from admixture of foreign material, or from any other cause. The Engineer will refuse to accept, or to sample for testing, any materials that are improperly stored. C3 I =" USE OF MATERIALS FOUND ON WORK: In'the absence of special provision to the contrary, the Contractor may use any stone, gravel, sand, etc., that may occur in the regular roadway excavations, and which may not be needed to make the fills shown on the plans, or any timber removed in making the improvement, except as herein other- wise provided, or any existing structures that are to be replaced, provided that these materials are suitable for, and required in the work. Materials found on the work, especially timber and existing structures, which are required to be removed but which are not used in the improvement by the Contractor, as provided above, shall be put into shape to be handled economically and neatly piled along the right of way, as herein provided, or as the Engineer may direct. LINES, GRADES AND MEASUREMENTS: The Contractor will be governed by such lines, grades, and measurements as may be given by the Engineer in laying out the work and by the Engineer's determination of quantities of work per- formed. Stakes and markings set or made by the Engineer to mark out the work, shall be carefully preserved by the Contractor; in case such stakes, markings, or references are carelessly destroyed or defaced by the Contractor or his employees, the expense of replacing same will be deducted from any money due or to become due the Contractor. CROWN OR CROSS SECTION OF ROADWAY: The cross-section of the roadway shall be as shown in the plans, except at intersecting highways on curves or wherever to insure correct drainage or for other reasons, changes may be directed. AUTHORITY AND DUTIES OF INSPECTORS: The Engineer may appoint assistants to inspect all materials used and all work done. Such Inspection may extend to any or all parts of the work and to the preparation or manufacture of the materials to be used. The assistants will not be authorized to revoke, alter, enlarge or relax the pro- visions of these specifications. An assistant is placed on the work to set the necessary lines and grades and to keep the Engineer informed as to the progress of the work and the manner in which it is being done; also to call the attention of the Contractor to any infringements upon plans or speci- fications. He will not be authorized to approve or accept any portion of the work or to issue in- structions contrary to the plans and specifications. The assistant will have authority to reject defe~tive material and to suspend any work that is being improperly done, subject to the final decision of the Engineer. The assistant will exercise such additional authority as may from time to time be especially delegated to him by the Engineer. FINAL CLEANING UP: The Contractor shall remove, at his own expense, from the highway and from the adjoining property, temporary structures and all rubbish and surplus materials resulting from the work which may have accumulated during its prosecution. All work, including shoulders, ditches, and slopes, shall be neatly dressed and cleaned up on completion, according to the Engineer's direction, and shall be left in a neat and orderly condition. SUSPENSION OF WORK: The Engineer shall have the authority to suspend the work on account of the default of the Contractor, unfavorable weather conditions, or any other condition which, in the judgment of the Engineer makes it impossible to secure first.class results. The Contractor shall immediately respect the written order of the Engineer to suspend work wholly or on any particular section of the road: If it becomes necessary to stop the work for a protracted period, the Contractor shall take every precaution to prevent any damage or unreasonable deterioration of the work during the time it is closed down. The Contractor shall not make any claim or demand for damage by reason of such suspensions in the work, but the date for completion will be extended by the period of such suspen- sion. MEASUREMENT OF QUANTITIES: The determination or the quantities of work performed will be made by the Engineer hased on measurements taken by him or his assistants. In computing volumes, the method of average end areas 04 '-":_,-...'..",h.ci~~;~"",",~ will be used for exca~ation and embankment. Other quantities will be computed in the units used in the proposal form, according to well organized engineering principles, and no local rules or cus- toms will be considered. . NO W AIV;ER OF LEGAL RIGHTS: Should an error be discovered in the estimate, or should conclusive proofs of dishonesty on the part of the Contractor be discovered in the work, after the final payment has been made, the Board reserves the right to claim and recover by process of law, such sums as may be sufficient to correct the error, or make good the defects in the work resulting from the Contractor's dishonesty. FURNISHING DATA: The Contractor shall furnish the Engineer with such data as may be requited to enable him to keep an accurate cost of the work as it progresses. He shall furnish a statement of the number and rate of pay of all laborers and teams employed each day upon the work; also copies of all equip- ment and material bills, or a statement in lieu thereof, showing the amount of equipment and ma- terials received on the work and cost thereof, together with such other information as may be re- quired. CONSTRUCTION CAMPS: The Contractor herein is required and he hereby agrees to conduct and maintain all con- struction camps in accordance with the rules and regulations of the County and State Boards of Health, and it is understood that the work done under this contract will not be accepted by the County until all camps have been placed and left in a sanitary condition. Special reference is here- by made to the rules and regulations of the State Board of Health pertaining to Industrial camps. C5 -, L SPEOIAL PROVISIONS FOR. "PERMANENT HIGHWAYS" The special provisions hereinafter contained shall supercede any provisions of the Standard Speci- fications in conflict herewith. LUMP SUM OONTR.ACT: The lump sum price bid will be considered full compensation for the full compliance with the terms of the contract, plans and specifications and the completion of the entire work covered by them. In the preparation of the plans, the classification and quantities of the various items of work shown thereon were determined as accurately as possible from the Engineer's best judgment; however, the county assumes no responsibility for the correctness of them and no additional compensation will be allowed, or deductions be made on account of any increase or decrease in the quantities or classifi- cation of work performed, except as provided for in the contract and specifications for" Alterations" and "Extra Work." Where reference is made elsewhere in the specification to payment at the contract price per unit of work complete in place, it shall be understood to apply only to "extra work" and shall not apply to the work to be performed under the lump sum bid. EXTRA WORK: No extra work shall be done except upon the written order of the Engineer, and when so ordered, the value of the work shall be computed by the Engineer and his determination shall be final and con- clusive and binding upon the Contractor. In the event of extra work arising for which no bid has been taken, and agreement 'cannot other- wise be reached as to payment therefor, the Engineer and Board shall have the right to order the same done upon the basis of Force Account. Payments for extra work done under force account shall be the amount of the actual reasonable cost to the Contractor for materials, labor and industrial insur- ance, with an addition of ten per cent (10%), which ten per cent shall cover all overhead expense, profit and use or tools and equipment. FUNDS: In the event that there are not sufficient funds to the credit of the County in the Permanent Highway Fund, then such additional amount as may be necessary to complete the full amount of the lump sum contract, may be paid by County warrants drawn on the Road District, or Road and Bridge Funds of the County; said payments to be made as' otherwise provided for in the contract. C6 SPEOIFIOATIONS ;1 CONSTRUCTION DETAILS CLEARING, GRUBBING AND REMOVAL OF STRUCTURES CLEARING: The right of way will in general be cleared to the width of 20 feet on each side of the center line, but will be cleared to greater widths where ordered by the Engineer. Clearing outside of the right of way shall be done under the same specifications and be paid for at the same price as clearing within the right of way. The clearing will in all ~ases conform to the stakes set by the Engineer. Within the lines staked by the Engineer, except as hereinafter specified, all trees, brush, logs, and other organic matter shall be removed and burned within the right of way. No stump shall be left in the cleared space with a height greater than its diameter. Under fills of more than five (5) feet the tops of stumps shall be cut at least two feet below grade. Trees designated by the Engineer shall be left standing and care shall be exercised by the Contractor not to damage such trees in falling adjacent timber or in burning. All merchantable timber shall be cut into logs of standard lengths and decked along the side of the clearing or within the right of way outside of the clearing, free from rubbish and worthless logs. At such times as the State or Government authorities prohibit burning, the refuse from the clear- ing shall be piled along the sides of the right of way at po'ints where its burning will not damage standing timber, and when such prohibition is removed the piles of refl;lse shall be burned. Clearing must be carried on and completed at least one-half mile ahead of the grading. Clearing will be paid for by the acre for the area actually cleared by the Contractor in accord- ance with the stakes set by the Engineer. GRUBBING: All stumps and roots embedded in the ground within the areas included between the slope stakes of hll excavation, and all embankments of five (5) feet or less, shall be removed and burned within the right of way. At such times as the State or Government authorities prohibit burning, the refuse from the grubbing shall be piled along the sides of the right of way at points where its burn- ing will not damage standing timber,. and when such prohibition is removed, the piles of refuse shall be burned. Grubbing will be paid for by the acre for the area actually grubbed by the Contractor within the limits above specified. REMOVAL OF STRUCTURES Where the Contractor is required to remove from the right of way buildings, fences, puncheon, telephone poles, irrigation flumes, or other structur~s not constituting a part of the roadway, and the removal of which is not elsewhere provided for in these specifications or the plans, such work will be considered as extra work, and shall be done according to the Engineer's instructions and paid for as provided under the clause covering extra work. In case structures constituting a part of the roadway, such as existing culverts or bridges, are re- quired to be torn out and removed, such work will be considered as incidental to the structures which replace the ones removed and will not be paid for separately, and compensation for their removal will be regarded as included in the payment for new structures, unless otherwise specifically provided in the Special Provisions. or on the plans. Dl GRADING DESCRIPTION: Under this head is included all excavations and embankments required for the formation of the roadbed, the digging of drain ditches and cutting new channels for streams, either within or without the right of way, excavations .or embankments for bridges, culverts, and other structures, and the grad- ing of intersecting highways and private roads, and grading new approaches when ordered by the Engineer. CLASSIFICATION: Grading shall be classified under the heads of Solid Rock Excavation, Loose Rock Excavation, Common Excavation, Structure Excavation, Ditch Excavation, and on Paving improvements there shall be the additional classification of Subgrade Excavation. Material from borrow pits shall be classified under the head& of Solid Rock Excavation, Loose Rock Excavation, and Common Excava- tion. Solid Rock Excavation will include all ledge rock that cannot be removed without drilling and blasting and all boulders containing more than one-half cubic yard. Loose Rock Excavation will include detached rock and boulders containing one cubic foot or more, and less than one-half cubic yard, cemented gravel and hard pan. Cemented gravel is defined as gravel caused to cohere by infiltrated calcereous or silicious matter, or by the effect of such infil- tration combined with that of pressure, and which cannot be loosened by picking or by plowing with a 6-horse team. Hard pan is defined as a mixture of clay, sand, pebbles, and small rock so firm' ly compacted that it cannot be loosened by picking or by plowing with a 6.horse team. Common Excavation will include all excavated material not included under the heads of Solid. Rock Excavation, Loose Rock Excavation,Subgrade Excavation, Excavation for, Structures, and Ditch Excavation. Structure Excavation will include all material excavated for the footing of culverts, bridges, and retaining walls. Ditch Excavation will include all material excavated in constructing channel changes and othp,r ditches, not including the side ditches in the regular road section or side borrow pits. In case loose rock or solid rock is encountered it will be so classified. Sub grade Excavation shall be so classified on paving improvements only, and shall include that material excavated from the traveled roadway of an existing road surfaced with gravel or crushed rock where the location follows such existing road, and where the cut at the crown of the existing road is three (3) feet or less. In case loose rock or solid rock is encountered, it will be so classified and paid for instead of sub grade excavation. In excavations where the cut at the crown of the existing road is greater than three (3) feet, the material will not be classified as Subgrade Excavation, but will be classified as common, loose rock, or solid rock, as the case may be. In computing subgrade ex. cavation the material in the shoulders oi the existing road above the base of the pavement and within two and one-half feet of the edge of the pavement will be allowed as sub grade excavation. EXCAVATION: Excavation shall include the removal of and satisfactory disposal of all materials taken from within the limits of the work contracted for. -. All excavation shall, if required, be taken or hauled into the nearest embankment to the extreme distance required by the Engineer. The surplus beyond what is necessary to form the contiguous em. bankment, is to be disposed of in widening the embankment uniformly along one or both sides of the same, or is to be deposited in waste banks, or is to be hauled to form any embankment on the road to be improved, as the Engineer may direct. In cases where the quantity of material taken from the regular cuttings shall not be sufficient to form the requisite embankment, the deficiency shall be supplied by taking material from cuttings within or without the right of way, at such places as the Engineer may direct, or from an enlargement of the regular cuttings, made uniformly on one or both sides of the same, and the sides of the excavation in all cases shall be dressed to such slopes as the Engineer may require, provided, that if the Contractor shall have sloped such excavation by direction of the Engineer before widening the same, payment for sloping the second time shall be made by force account as hereinafter provided. El Wherever the Engineer may deem such a course necessary, the cuttings shall be made below grade, and clean sand, gravel, loose rock or other material deemed proper for the roadbed, shall b'e procured by the Contractor and deposited as the Engineer may direct. In Solid Rock Excavation, the Contractor shall be required to excavate eight (8) inches below the grade and to backfill to true grade and crown with material as specified above. Such excavation and backfill will be estimated and paid for at the contract price for common excavation, solid rock excavation, or common borrow, as the case may be. The surface of the roadbed shall conform strictly to the final grades set by the Engineer, and shall be composed of the best materials obtainable from the excavation. No boulders shall be left protruding from the surface and all stones of greater diameter than two inches shall be removed from the entire surface of the roadbed. STRUCTURE EXCAVATION: Foundation pits for culverts, bridges, and other structures, shall be excavated to the depth and lines indicated on the plans or established by the Engineer. The material obtained from such excava- tion shall be used, as the Engineer may require, either in constructing embankments, or for back- filling over and around the structures after they are complete, or, in case it is unsuitable for either of these purposes, it shall be disposed of in such manner as to avoid obstructing the stream or other- wise impair the efficiency or appearance of the structure or other parts of the road. The backfilling of openings made for structures shall be considered as a necessary' part of the excavation, though the Engineer may require that the material for use in making a backfill be obtained from a source entirely apart from the structure. On paving improvements the backfill for structures shall be made in layers not more than six (6) inches thick, and each layer shall be thoroughly tamped or rammed before the next succeeding layer is laid. Where the material used in making the backfill is difficult to compact, the EngineeJ.' may require each layer to be thoroughly flushed with water if in his judg- ment slich flushing would be desirable. Compensation for such wetting shall be included in the con- tract price for Structure Excavation. ' Measurement will be made to the actual lines of the excavation, provided that in no case will meas- urement be made to lines at a greater distance than twelve inches from the greatest outside dimen- sion of the completed structure. Structure Excavation will not be further classified into Solid Rock or Loose .Rock Excavation. OVERBREAK AND SLIDES: Side slopes shall be made as staked by the Engineer. In case finished slopes slide into the excavation during the progress of the work, the slide material shall be removed at contract price per cubic yard. Slopes undercut at the base by draglines used in excavation, or destroyed in any manner by act of the Contractor, shall be resloped, parallel to the slope as staked by the Engineer, at the Contractor's ex- pense. In solid rock excavation, overbreaks due to blasting will be removed by the Contractor at his own expense. EMBANKMENT: The materials composing the embankment must be entirely imperishable, and wherever the natur- al surface upon which the embankment is to be placed is of such a nature as, in the judgment of the Engineer, would impair the stability or usefulness of the surface, it shall be removed to such width and depth as the Engineer may direct, and the material so removed, disposed of as ordered. On paving improvements all embankments shall be constructed in successive horizontal layers not exceeding eight (8) inches in thickness. Each layer shall be rolled with a self-propelled roller weighing not less than ten (10) tons and such rolling shall extend across the entire fill. If the mate- rial does not compact readily under rolling, each layer shall be sprinkled with water before or during the process of rolling in order to secure a thoroughly compacted mass. Layers shall be carried up full width from the bottom of the fill to avoid the necessity of widening on the edges after the center has been brought up to grade. The contract price per cubic yard of excavation shall be full compensation for such rolling and sprinkling. Whenever the site of an embankment is covered with snow sufficiently deep to impair the utility of the work, the same must be re~oved and deposited beyond the slope stakes, at the Contractor's own expense. Work of this nature shall always be at least one hundred (100) feet in advance of the embankment. E2 ~, ~~... WASTE AND BORROW: The Contractor will not be allowed to waste and borrow in lieu of hauling the material as required. DISPOSAL OF SURPLUS MATERIAL: All surplus excavation and waste material shall be used uniformly to widen embankments along one or both sides of the same, or to flatten side slopes, or be deposited in such other places and for such other purposes as the Engineer may designate. BORROW PITS: Borrow pits shall be connected with ditches and drained to the nearest natural outlet. Side slopes of borrow pits in all cases shall be dressed to such slope as the Engineer may direct. A berm of not less than six (6) feet in width shall be left between the slope stakes of the embankment and the edge of the borrow pit, and a berm of not less than two (2) feet shall be left between the outside slope of the borrow pit and the right of way line. The berm must consist of original unbroken ground. OVERHAUL ON EXCAVATION: Excavated material shall be hauled to any distance that the Engineer may direct. Whenever the material is hauled to a distance greater than four hundred (400) feet, the Contractor will receive addi- tional compensation for overhaul on excavation. The method of computing overhaul shall be by appli- cation of the, mass diagram. DEPOSIT OF STONE: The Contractor, when directed by the Engineer, shall deposit on the side of the road, or at such convenient points as may be designated, any stone or rock that he may excavate, and if in so doing, he shall deposit material required for embankment, the additional number of cubic yards of excavation required in forming such embankment will be allowed and paid for. All stone or rock excavated and deposited as above shall be the property of the County, and the Contractor will be held responsible for its safe keeping until removed by proper authority, or until the contract is completed. DRAINAGE DITCHES: All ditches shall be constructed as shown on the plans and shall be so graded as to conform to the natural flow of the water to culverts, or natural or artificial channels. In going from cut to fill the ditches shall be cut to the right or left before reaching the fill. Under no circumstances shall the water be allowed to run upon the fill. METHOD OF MEASUREMENT OF QUANTITIES: All grading will be measured in excavation in its original position by cross sectioning, except in the case of borrow pits of necessity so irregular in shape as to make accurate measurement impossi- ble, in which case, th{) volume of the settled embankment shall be taken as the volume of the borrow pit. P A YMEN'l': Grading will be paid for by the cubic yard of excavation at the respective unit price bid for the various classes of excavation provided for and the price paid for such excavation, with the additional price paid for overhaul as hereinafter defined, shall be full compensation for excavating the material, hauling into embankment or disposing of it as directed by the Engineer, and finishing the roadbed and slopes as heretofore directed. The price paid for excavation shall include hauling the material within and up to a distance of four hundred feet. As compensation for hauling excavated material to distances greater than the speci- fied four hundred feet, the contract price for overhaul will be paid on each yard for each one hundred feet that it is hauled beyond the above specified four hundred feet. Payment for Structure Excavation will be made at the contract price per cubic yard for" Struc- ture Excavation," which price shall be full compensation for all necessary pumping, bailing, drain- ing, sheeting, diversion of streams, etc., and backfilling over and around such structure to the original surface of the ground. ER ~ 1 1'1 Ii , r,J l' 'f ,-.....,-_.. T ~ 17 ~ai1 L.l:;l Timber and plank shall be placed where indicated by and as shown on the plans, or where di. rected by the Engineer. LUMBER: All lumber shall conform to the grading and dimensioning rules of the West Coast Lumberman's Association. All lumber in permanent structures, subject to bending or compressive stresses, shall be Select Structural Douglas Fir, or Select Common Douglas Fir, as the plans direct. Lumber used for tem- porary or construction purposes, but subjected to bending or compressive stresses, shall be Select Common, or No.1 Common, subject to the decision of the Engineer. Hewed timber may be substituted for sawed timber, subject to the approval of the Engineer, and shall be of cross-section equal to that as shown for sawed timber on the plans, exclusive of sap or wane. Compensation will be made for hewed timber in accordance with the dimensions shown on the plans for the sawed timber it replaces. CREOSOTED LUMBER: When creosoted lumber, blocks, or piling are required, the methods and materials hereinafter specified shall be used: CREOSOTE: Creosote" A" shall be used only for the pressure treatment. Creosote "B" shall be used when same is applied by the dipping process or by hand or air brush. Creosote "A" shall be the pure product obtained by distillation from coal gas tar or coke oven tar and shall be free from any tar oil or residue obtained from petroleum or any other source includ- ing that from which it is distilled. It shall be completely liquid at 38 degrees centigrade and free from suspended matter. It shall comply with the following specifications: (a) Specific Gravity at 380/15.50 centigrade shall be not less than 1.03. (b) It shall contain not more than 3% water. (c) It shall contain not more than 0.5 % of matter insoluble in benzol. (d) The distillate based on water-free oil shall be within the following limits: Up to 2100 C. not more than 8%. Up to 235P C. not more than 35%. (e) The specific gravity of the fraction between 2350 C. and 3150 C. shall not be less than 1.03 at 380/15.50 C. (f) The specific gravity of the fraction between 3150 and 3550 shall not be less than 1.10 at 380/15,50 C. (g) The residue above 3550 if it exceeds 5% must be soft. Creosote "B". Creosote "B" shall be a pure distillate of coal tar. It shall be liquid at 150 C. and crystal free at 380 C. The water content shall not exceed one (1) per cent. The matter insoluble in benzol shall not exceed 0.5 per cent. The specific gravity of the oil shall not be less than 1.06 at 380 C. referred to water at 15.50 C. When distilled by the standard method, not m ore than one per cent shall distill up to 2100 nor more than ten per cent up to 2350. The distillate at 3550 C. shall not be less than 65 per cent. The coke residue shall not exceed two per cent. If the residue above 3550 exceeds 10 per cent, it shall have a float test not greater than 50 seconds. Tests for either" A" or "B" grades shall be made in accordance with the standard methods of the American Society for Testing Materials. BRUSH OR DIPPED PROCESS: Where creosoting is performed by painting or dipping, two applications shall be made, the second' application shall not be applied until the first application has dried for at least four hours. Creosote shall be maintained at a temperature of from 1800F. to 190oF., while being applied. J1 '! / PRESSURE PROCESS: All timber or piling specified as creosoted, under the Pressure Process, shall be treated as follows: The timber shall be placed in a pressure retort and creosote oil, as hereinbefore specified, in- troduced at a temperature of 160 to 180 degrees Fahr. Heat is applied and the temperature of the oil gradually raised to 190 degrees Fahr., and held at that temperature for 5 or 6 hours, a sufficient length of time to warm the timbers through. When the timbers are thoroughly warmed, a vacuum of -24 to 27 inches is drawn on the oil still holding a temperature of 190 degrees Fahr. The vacuum is started at 16 to 18 inches, and as the timber seasons, is gradually raised to 24 to 27 inches. The full period of vacuum should be 12 to 16 hours. It shall be continued until the rate of seasoning of the timber is 1/10 pound of water per cubic foot of wood per hour. After the seasoning is complete, the vacuum shall be released and a pressure of 120 to 135 lbs. per square inch put on the oil. This pres- sure shall be continued for four to six hours, keeping the temperature between 180 to 190 degrees Fahr. When the process is complete, the wood shall contain not less than 12 lbs. of creosote oil per cubic foot. Great care must be exercised in handling the creosoted material not to break the creosote seal. J I-a IIIT-mr L 1I1X11 III [f . III . r .,.., Tl Jr'TJlurnIlJL 1111 ~ rllr m ~ 1001 U l J n " , .. ".,. " - !lU., ,.~ n~lu r lJlll urn IImUIIII < Full pa t fo 11 1 b t. 1 d . t" d' h ' . f ' r.. [Ilf Jj l......U , , ym~ r 0 . 0 or, m~ en~ an eqmpmen u.e m t e pro.... 0 ....o.otmg umlliF'ill'" plh~g shall be mcluded m the prlCe bId p~r thousand feet for lumber in place, or per linear foot pil- mg m place, or per square yard of blocks m place 'Im~ 'TIMBER STRUOTURES: Timber Trestles. Timber trestles shall be built according to the approved plans in a thoroughly workmanlike manner. They may be either built on pile bents or timber bents. Pile Bents. Piles for trestles shall conform to the general specifications for timber piling (either treated or untreated). They shall be driven in all respects to conform with" Foundation Piles," here- inbefore specified, except that they will extend above ground water level. All piles shall be "spot- ted" by pegs set to true line and position. They shall be driven as near perpendicular as possible. In case a pile becomes out of plumb during driving, it shall be straightened before it is cut off or braced. Piles broken while driving or straightening shall be replaced at the Contractor's expense. All cut-offs shall be made parallel to the grade line and in the true grade plane. Perfect bearing must be made between pile head and cap for piles in a bent. Piles driven below grade shall be removed and new ones driven. Shimming will not be allowed. All pile heads shall be painted with one coat of hot creosote before the cap is put on. Caps shall be placed truly at right angles to the center line, except on curves, and securely drifted to each pile. Boring for drift bolts shall be done with a bit 1/16 inch less in diameter than the drift bolt to be in- serted. All drift bolts shall be at or near the center of the pile. The entire top of the cap shall be thoroughly saturated with creosote before the stringers are laid. Stringers shall be accurately centered and parallel. Outside stringers shall have butted joints, while interior stringers will have lap joints, each interior stringer having full width bearing on cap. Joints shall be broken and stringers either toenailed or drifted, as called for on the plalls. Stringers must be of sufficient length to cover two bents. Stringers shall not vary more than 1/8 inch in depth. Any variation in excess of this amount must be sized off. Stringers shall have 2 inch by 6 inch lattice brac- ing at the center of all spans firmly toenailed to the stringer. All pile bents over 10 feet high shall be braced transversely at each bent and longitudinally in al- ternate pair of bents. Single-story bracing shall not exceed 20 feet. All bracing shall be done accord- ing to the approved plans. All bracing shall be bolted through the'pile at the ends and boat spiked at intermediate intersections. Not less than o/g-inch bolts with malleable iron washers shall be used. Pile bents shall generally not exceed 40 feet in height. TIMBER BENTS: Timber bents may be set on mud sills at locations approved by the Engineer. In all other cases they shall be set on concrete pedestals. All sills must be held above the ground and all parts of them shall be open to free air circulation. Sills shall be dowled to the pedestals, and where resistance against overturning is required, they shall be strapped to the footings. Straps, weight of footings, etc., to resist overturning shall be as shown on the plans. All framed bents shall have sills, whether on mud sills or concrete pedestals. Single framed bents shall be limited to 40 feet. All outside posts shall be battered, as shown on plans, and all posts shall be dapped into cap and sill as shown. All surfaces in contact shall be satu- rated with standard creosote at a temperature of 180 to 190 degrees Fahr. before erection. All fram- ing shall be done accurately and to the best standard of workmanship. Bracing shall be done according to the approved plans, fastened as specified for pile bents. Lumber shall be selected common, unless otherwise specified, subject to the Engineer's inspection. FLOORS FOR TRESTLES: The trestle flooring shall be of the type specified on the plans. J2 RAIL AND GUARD BAIL: The rail and guard rail shall be built according to the approved plan. aligned as to line and grade and have perfect fitting jQints. All rails shall receive two or three coats of standard paint as specified under "Paint for Wood." PAINT FOR WOOD: Paint for wood shall consist of a true white lead pigment and raw linseed oil vehicle. All timber for which painting is specified shall receive two or three coats of paint, viz., a prime coat, a body coat, and a finish coat, as shown on the plans. Paint when mixed shall contain the following ingredients and be mixed in the following propor- tions : (1) Priming Coat. 100 pounds of white lead paste (8 lbs. of oil and 92 lbs. of white lead) ; 4 gallons of pure raw linseed oil; 2 gallons of pure turpentine; 1 pint of rosin-free drier. (2) Body Coat. 100 pounds of white lead paste (8 lbs. of oil and 92 lbs. of white lead) ; 1V2 gallons of pure raw linseed oil; 11f2 gallons of pure turpentine; 1 pint of rosin-free drier. (3) Finish Coat. 100 pounds of white lead paste (8 lbs. of oil and 92 lbs. of white lead) ; 3112 to 4V2 gallons of pure raw linseed oil; 1 pint of pure turpentine; 1 pint of rosin-free drier. For repainting old surfaces two coats are required. (1) Same as "Body Coat" above with the addition of 1f2 gallon of oil and 112 gallon of turpentine. (2) Same as "Finish Coat" above. ' Linseed oil shall comply with the requirements of the "Standard Specifications for Purity of Raw Linseed Oil" from North American Seed A. S. T. M. Standards 1918, Serial Designation Dl-15, and subsequent amendments thereto. White lead pigment shall contain not less tlian 92% pure white lead and shall be very finely ground. All white lead pigment shall be in paste form, containing approximately eight pounds of lin- seed oil in 100 pounds of paste. Turpentine shall comply with the A, S. T. M. specifications for wood turpentine, Serial Designation D13-21 T. Drier shall be a high grade of Japan drier free from resinous substances. Ready mixed paints for wood shall be shipped in the original sealed containers of the manufacturer and must have the true guaranteed formula or chemical analysis of the contents plainly marked on the outside. PAINTING WOOD WORK: All wood surfaces which are to be painted must be perfectly dry and free from oil, or dirt. All paint for wood work shall be applied with brushes and be evenly spread and thoroughly worked into all seasoning cracks" corners and recesses. At least five days shall elapse before a second coat is put on in order to allow the first coat to be thoroughly dry. Painting shall be done where shown on the plans. Paint shall not be applied in wet or freezing weather, and shall not be applied on creosoted sur- faces. MEASUREMENT OF TIMBER AND PLANK: All timber and lumber shall be .measured by the one thousand feet board measure (M.B.M.) in place. PAYMENT: All timber and plank will be paid for at the contract price per M. B. M. in place; such price shall be full compensation for furnishing and placing all timber and lumber, spikes, bolts, and other mate- rials, tools, equipment, labor, and work incidental thereto, including painting and creosoting where specified. IS .- ~. , OULVERTS DESORIPTION: All end walls, retaining walls, catch basins, drop inlets, etc., and all concrete and masonry cul- verts and bridges, or parts of same, shall be constructed in accordance with plans and of the par. ticular k~nd of concrete or masonry indicated on the plans in these specifications. MATERIALS: The materials and workmanship shall conform to the requirements of the specifications for the class of concrete or the kinds of masonry used. PAYMENT: The basis of payment for concrete and masonry drainage structures shall be as provided in the speci. fications for concrete and masonry, herein before given. CONCRETE PIPE: Concrete pipe culverts shall be constructed wherever indicated on the plans or directed by the Engineer. Materials. Concrete pipe shall be circular in cross.section and in lengths of not less than two (2) feet. It must be dense, smooth and free from any imperfection that would impair the strength. It shall be mixed in the proportions of one (1) part Portland cement, two (2) parts sand and one and one-half (1%) parts clean pea gravel; or one (1) part Portland cement and three (3) parts of properly graded aggregate. The cement shall meet the requirements specified under" Concrete Structures." The aggregate shall meet the requirements contained elsewhere in the specifications for concrete structures, except that the maximum size of coarse aggregate shall be no greater than three.eights (3-8) of the wall thickness of the pipe. The concrete materials shall be mixed to the desired consistency in a batch mixer of opproved type. Mixing shall continue for at least one minute after all materials, including water, are in the mixer. The minimum thickness of shell and the minimum amount of reinforcing shall be as set forth in the following table: Inside Diameter In Inches 12 Plain 18 Reinf 24 Reinf. 30 Reinf. 36 Reinf. Minimum Thick- ness of Shell- Inches 2,00 2.00 2.75 3.00 3.25 Triangular 'Rein- forcement Four Inch Mash. Lb, per Sq. Ft. None 0.30 0.40 0.40 0.50 All pipe must be the product of approved factories. The Engineer reserves the right to reject the product of any pipe works whenever in his opinion, the methods of manufacture are not such as to guarantee uniform results, or where the materials are such as to produce inferior pipe. The En- gineer shall have access to all parts of the pipe factory, storehouses, yards, etc., at any time. All pipe shall be kept wet continuously for ten (10) days immediately following manufacture. Pipe shall not be laid until thirty (30) days old. The finished pipe shall be sound, hard, and dense, free from porousity, cracks, or distortion. Plastering or grouting of defects will not be permitted. The pipes shall have the factory name or trade mark as well as the date of manufacture plainly impressed thereon. . Joints of all reinforced pipe shall be of the lock-joint or butt type with positive connections between sections of pipe. Joints of plain twelve (12) inch pipe may be of the bevel or overlapping type, joints shall be thoroughly sealed with a mortar composed of one (1) part Portland cement and one (1) part sand. M1 The bevel, butt or overlapping type of joint may be used for reinfoced pipe with the addition of a mortar collar, composed of one part Portland cement and one part sand, and having a width of eight (8) inches and a thickness of two and one-half (2%) inches, and placed over the joint during construc- tion. . Oonstruction. A trench shall be excavated to the lines and one (1) foot below the grade given by the Engineer, if so ordered, and backfilling with gravel or other suitable material and thoroughly tamped to give' any unyielding foundation. Compensation for the additional excavation will be made at the contract price for "Structure Excavatio n." Compensation for the backfilling to the grade of the bottom of the pipe and tamping same, will be made by "Force Account." While laying the pipe the joints shall be thoroughly sealed with a mortar composed of one (1) part Portland cement and one (1) part sand, care being taken to protect the joints until the mortar has thoroughly set. Reinforced pipe having a bevel, butt or overl~pping joint shall be thQroughly cleaned before the mortar collar is placed. A form shall be used to hold the mortar in place on the lower two. thirds of the collar until it has hardened. After the pipe is placed, the trench shall be backfilled with gravel or other suitable material, and thoroughly tamped as backfilling progresses. Special attention shall be ,given to tamping joints. Concrete pipe, thirty-six inches or more in diameter, to be placed under embankments of eight feet or more, shall be reinforced during construction of embankment with four by four posts placed in a vertical position. The posts shall be lightly wedged in place at three foot' intervals where the embankment is four feet or more over the pipe. If there will be water in the pipe during the construc. tion of the embank.ment, the posts and wedges shall be soaked in water twenty-four hours before being placed. VITRIFIED TILE: Virtified tile pipe shall be double strength, salt-glazed, sewer pipe, free from all defects im. pairing its strength. A trench shall be excavated to grade and line, as given: by the Engineer or to one (1) foot below grade, if required, and backfilled with gravel or other approved material, and tamped to grade to insure an unyielding foundation. Compensation for the additional excavation will be made at the contract price per cubic yard for "Structure Excavation." Compensation for the backfilling and tamping to the grade of the bottom of the pipe will be made by "Force Account." Particular atten. tion shall be aid to excavation for the bells of the tile, to prevent the bell from bearing on the founda. tion. Tile shall be laid with the bell end upstream and all joints shall be cemented with Portland cement mortar mixed in the proportion of one (1) part cement and two (2) parts sand. Backfill shall be thoroughly tamped as it progresses, paying particular attention to joints. Payment. Culvert pipe will be paid for at the contract price for linear foot of pipe in place, which shall be full compensation for furnishing the pipe, cementing joints, backfilling and tamping, and all other incidental work except the excavation. Excavation of the trench will be paid for at the contract price per cubic yard for "Structure Excavation." . Headers or End Walls. Headers or end walls shall be constructed where called lor on the plans and of the materials and dimensions indicated on the plans., r ~ M2 TILE DRAINS DESORIPTION: At such places as shown on the plans, or as designated by the Engineer, underdrains shall be con- structed. They shall have suitable outlets into culverts to drain water entirely away from the road. They shall be constructed to the line and grade furnished by the Engineer and in accordance with the plans. POROUS TILE: Porous Clay Drain Tile shall be burned from clay or shale, free from pebbles and other foreign substances which impair its strength or durability. The tile shall have a smooth interior and square ends. It shall not vary from circle more than ten per cent of its internal diameter. Concrete Drain Tile shall be composed of one p art of portland cement and three parts of sand of the quality and grading specified under Concrete Structures. The tile shall be dense and free from rough or porous pockets. It shall be straight and shall have a smooth interior and square ends. It shaH not vary from a true circle more than five per cent of its internal diameter. Concr~te Drain Tile shall not be used east of the Cascade Mountains. The following table of dimensions shall apply to either Clay or Concrete Drain Tile: Internal Diameter Wall Thickness Length 6 in. .__..______.._..__..__..____...._._.__.. 5/8 in. ._..........--..--..--..---....--....-......16 in. or less 8 in. .....____...........____.__..__..____...11/16 in. .__..._____..______..__.__......._...__.__..16 in. or less 10 in. ...___..........__.,__............___...13/16 in. .................._................-.....--.16 in. or less The absorption of either clay or concrete tile shall not exceed ten per cent by weight. A trench shall be excavated six (6) inches below grade of tile and backfilled to grade line with fairly clean gravel. The ends of the tile shall be laid in close contact, covered with a piece of burlap six (6) inches wide and long enough to wrap one and one-half (1%) times around the pipe, giving double thickness to the top half. The trench carrying the pipe shall then be backfilled with gravel or other suitable material. If located within the shoulder lines of the roadway the backfill shall be thoroughly tamped. PAYMENT: All tile drains will be paid for at the contract price per linear foot of pipe in place, which shall be full compensation for furnishing the materials, laying, and all other work incidental thereto, except backfilling with gravel, and excavation. Excavation on the trench will be paid for at th e contract price per cubic yard for" Structure Ex- cavation. " Backfilling with gravel will be paid for at th e contract price per cubic yard for "Gravel Back- fill." N1 J GUARD RAIL DESCRIPTION: Guard rails shall be constructed where indicated on the plans or directed by the Engineer, and shall conform in all respects to the requirements of the Standard plans for same. MATERIALS: Materials shall be as indicated on the Standard Plan for guard rails for the type of guard rail to be used. Timber post and guard rails shall conform to the specifications for "Timber Structures." Cement, sand, gravel and reinforcing steel shall conform to the specifications for those materials as specified under "Concrete Structures." The timber shall be Select Common Douglas Fir. Concrete posts shall be precast to the dimensions shown on the plans. The concrete shall be made up of one part cement to two parts fine aggregate and three and one-half parts of coarse aggregate (1:2:3112). The surface shall be smooth and true. The posts shall be given a Class "B" finish after they are set in place. The holes for the base of the posts shall be of the minimum dimensions shown on the plans. If round post holes are dug they shall have a minimum diameter of fifteen (15) inches. The concrete in the base shall be Class "c" concrete. The posts and the rail shall be set to the true line and grade of the highway. CONSTRUCTION: Timber posts shall first be creosoted for a distance of three and one-half (3112) feet at their butt ends. Creosoting shall conform to the specifications for creosoting specified for "Timber Struc- tures," using dipped process. They shall then be set vertically, to the full depth shown on the plans, and accurately lined. The post holes shall then be backfilled, using especial care to see that only suitable material is used .in the backfill and that it is thoroughly tamped. The top of the posts shall be sawed to exact grade after the tamping of the backfill is finished. The railings shall be securely spiked in place and the entire guard rail, except the lower edge, shall be painted with two coats of white lead and linseed oil, as specified for "Priming Coat" and "Finish Coat." The paint shall conform to the speci- fications for painting specified for "Timber Structures." Joints in the rail shall be staggered and the pieces of lumber shall have a minimum length equal to two panel lengths except at the ends, where lumber of one panel length shall be used. Lumber for guard rails shall be kiln dried or if not kiln dried it shall be piled on or near the work and in a manner to facilitate drying. The layers in the piles shall be separated with narrow pieces of lumber and a clearance of approximately one-half inch shall be left between pieces in the same layer. The lumber shall be protected from rains and shall be left in the piles for a period of f6rty-five days. PAYMENT: Guard rail will be paid for at the contract price per linear foot of guard rail complete in place, which price shall include all materials and labor, excavating, backfilling, painting, and other work in- cidental thereto. 01 J .,', . '-f.. SPEOIFICATIONS FOR GRAVEL SURFAOING ONE-OOURSE SUBGRADE: Immediately in advance of depositing the surfacing material, the sub grade shall be brought to the proper line, grade, and cross-section. Shoulders shall be formed true to line and grade, and free from humps, depressions or other inequalities. All ruts and inequalities shall be levelled and filled by means of a log drag, or other approved device. Any existing ruts which contain storm water shall be drained as far as possible in advance of the preparation of the subgrade. The Contractor shall constantly keep the sub grade in good repair, draining ruts, and shaping the subgrade by drag- ging or other means as may be found necessary in order to provide a uniform and well compacted sub grade. . Any stones exceeding two (2) inches in the largest dimension which are found upon the subgrade in advance of depositing the surfacing material shall be removed by the Contractor and the cost of removing same shall be included in the contract price per cubic yard of surfacing material in place. DESCRIPTION: This surfacing shall consist of one course, having the dimensions and cross-section shown on the plans, being composed of screened gravel containing natural soil as binder, constructed on the sub- grade as hereinbefore specified, in accordance with these specifications. MATERIAL: The gravel to be used for surfacing shall be of reasonably u~iform quality throughout, free from soft or disintegrated stones, o.r other objectionable matter, and shall be approved by the Engineer. The surfacing material shall contain such a percentage of clay or other binding material as the Engi- neer may direct, but if in the judgment of the Engineer there is an excess of such fine material, such excess shall be screened out and wasted. In no case shall the clay content including binding material exceed fifteen (15) per cent. The gravel shall be ~creened by means of a rotary screen to meet the f9llowing requirements: Passing a one and one.half (1112) inch rotary screen 100%. CONSTRUCTION METHODS: The surfacing material shall be deposited upon the subgrade to the amount, width, and cross- section, shown on the plans. The spreading shall be done as soon as the surfacing material is dumped, and the material shall be uniformly distributed. In order to secure a maximum amount of uniformly smooth and compacted surface the contractor will be required, as far as practicable, to do his hauling over the surfacing as it is placed; to construct the surfacing beginning at the point of loading and working away from that point; and to thoroughly drag the surfacing continuously during the course of construction, in a manner satisfactory to the Engineer. Clay or other suitable binding material shall he added in such quantities not to exceed the total clay content of fifteen (15) per cent as may be directed by the Engineer, so that the surfacing material will pack firmly under traffic. MEASUREMENT AND PAYMENT: The amount of surfacing material to be placed on the roadway may be increased or decreased at the option of the Engineer as the conditions may require. The gravel will be measured on the trucks or wagons at the point of delivery on the road. Payment for surfacing will be made at the contract price per cubic yard in place, which price will be full compensation for preparing the sub grade and constructing and finishing shoulders, furnishing all gravel; binder, and all tools, equipment, labor, and other incidentals necessary to complete the work. R1 ~ , PROPOSAL To the Board of County Commissioners, ....... ......County, Washington. tle en : The undersigned hereby certif.ie.s.that......he... ___....___.haS..... examined the location of Permanent Highway No. 4.~.E.,.E,~t~.....__."...~.... .~.____....County, between station.2.J.l.:t..k.o.... and station.~..$.~.:t__~..~..., and haUs..Je~d and thoroughly understand the plans, specifications and con. tract governing the work embraced in this improvement and the method by which payment will be made for said work, and hereby propose........to undertake and complete the work embraced in this improvement, in accordance with the said plans, specifications and contract, for the lump sum price of ~~a=;~~~~~n!.~~?:;;~~~~~. changes should be made, either increasing or decreasing the amount of work to be done, the under- signed bidder proposes and offers the following unit prices, which may be used as a basis of computing the value of the work to be added to or deducted from the lump sum contract price. Attached hereto is certified check for.___.............. ..m............__________..........................Dollars ($................---.) Payable to the County Treasurer of...__.kU.O.A~---.....County, Washington, this amount being ten per cent (10%) of the total bid. V ~ \f'"- Dated at ~.~cL.-..-......this...........--...,....day of ..........................................................192..... Address of Bidder: (Principal place of business) ----------------------------------------------------------------------------------------.-----. .cp~...~......................... ..........W..... ........ ~ --------------------------------------------------------------.-.----------.------------------- Contractor. (If bidders are co.p business is transacted.) or incorporated company, so state, giving firm name under which Yl JEFFERSON COUNTY Permanent Highway No.4-E Exi. Eetimate Of Quantities. 5.92 Aor.. Cl,aring V J .00" Grubbing V'" 5900 .00 Cu. Y de. Ex. Oommon ' 1000.00 " " " ha.rd pan 160.00 " " " ditohing 50.00 " " " oulverts 5300.00 " It overhaul 315.00 Lin.tt. Plain aona. pipe 12" ,'1600.00 Cu. Yds. Gra.vel fi $183.38 209.58 .52 .g4 1.05 1.0; .07 1.68 1.57 tl085.61 628.74 3068.00 840.00 16&.00 ;2.50 371,.00 ; 29.20 2;12.00 --....------- $9,255.05 l (.: .., :t ~I-~.. .-;- " ',,: ~ ;.! '"\ c~ . 11'''~ l:i: .~ ,; ::?' .;_t ,. f": ," ','. \.,/~. ' '- :..cA. CERTIFICATE OF TRAI'lSCRIPT-AuDITOR. (;reenw:OOd, .l71nter, 'l"on: .l. OW'l15'I;;llU d STATE OF WASHINGTON, t S8 COUNTY OF JEFFERSON, f . /,....................................... ..........................., Auditor of Jefferson County, do hereby certiJy that the Joregoing is a true and correct Copy oj ,............................................................................... ....................... . ... - - . .. -.... .... - - -...... .. - -.... . - -. - - - -..... ~.. - -.......... -... - -.. -.......... - - - -......... . - . . . . . . . . . . . . . . .. . . . . . . . . . . - .-. . - . . . . . . .. - -.. -... -. -. -........... - -. -...... - -. -.... ..........----.-.--.--.............................-........................-..........--...--.----...--.-......-...-.......-... -..........-..-.....-.............. .... as the same appears oj record on page ........................ record oj .................................................................... ................ _... ."'" ......... _..................................., County Auditor" Volume Number .................... oj the Records oj said County. .............................,.......................................... -......-...-.;....'........-.......-............,..'...................... ................ ................... .......................... ................. ...........................................-..-... ....... ....-.......- .-........ - .......... --... ......... . ' ,- ' - - . . ' - . " '-' ,.....,-, . .--........-...;:-.....,..............-,........................----.'..-...........,....._..............................-........ ...............................-.............-..... . ..-.. -..... -............ -...-......................,....'..........-...-..-.............'. WITNES$'my hand and oJJicialseal, this........................day of----...........................,..;....., A.,D. 1'92.....;.. By..............................oo ............ ........ _ ........ .., Deputy. " ~}i~~~~~~-:,~?~~~\~:":j-; ';'~ " . '_~' ";":' c'.., , '<< ~'?~'~,~ifj~,::; ,. '" ~, February 17, 1925. State HlghW&y Englneer, Olympla, lashlngton. " </. (J ~~~.. // Dear S1r:- Subm1tted herewlth 1s the e.tlmata 01 the ooat of oonstruotion of Permanent Hlghway No. ~E, extending northerly from a conneot~on wlth Permanent H1ghway No. 4D Exte..ion, a diat. ot 1.0 m11.a. ) 5" '; , :? ? Olearing 7.} aor.. . 1175 11277.50 , ).-<r-7' :;; g Grubblng 4.0 ..or.. . t200 800 .00 .: ',' 'jl.f: Eso. oommon 60}0 o~.yd.... 50; }015.00 Iso. Hdpaa 1000 ou~yd... 80; 800.00 Eso. Loo.e rook 1000 ou.yd... 11.25 1250.QO ixo. Culvert. 100 ou.Yc1."Oll.OO ~OO.OO E~o. D1t,oh1nS1QO ou.yde.. 1.00' 100,00 Exo. lIuak 100 oU.7d... 1.00 1~~.00 Overhaul 3000 ou.yd.,.. .06 leN.OO Oulverts.' j (' , I, (,.7 Ca 1, 28 pl,aln oono*~rt. . 11.60 -- 3 /- /, u.., ~3 .20 248 "l.t. OOl1oteto " 14.00 -.. '~) (- 1,1 ' ;t'44.00 Gra.vel 11525 OUt yd... . 11.50 I,' 2't~7.~O To.1 ..t1ma,ed ooat '110 ,7.20 \ ae.peottully aubmltte4, i, \ \\ , , Oounty lagla.er. " , " \. '~ ~ \ \' \' \ \ \- :\ " SiTE OF WASHINGT! HIGHWAY DEPARTMENT OLYMPIA June 9, 192b. Mr. S. B. Edwards, County Engineer, v/ Jefferson County, Port Townsend, Washington. Permanent Highway 4-E. Dear Sir: We are in rece ipt of estimate No.1 for the above imp-i' ov emen t. Our files, however, do not contain certified copy of the contract, plans and specifications for this permanent highway. Klndly therGfore forward these at your early con- venience in order that there may be no delay in pa2sing esticate No. I for payment. Very truly yours, 'J. W. HOOVER JV!H / J--wG AilB u' .D state High';'my Eng ineer ~ .c:-~~" ,_//__ ~4": . By ,,/, d".h,./Y _, ',.-- '~,' / .. ft"'/-::.;/ /';7 ~ ,/ ,,-.P / ,/ "-~-, ./:7:-'-0 Geo. 1.[1. McCoy ./ Asst. state Hwy.Engineer. cc. Oounty Auditor. . e June 10, 1925. Mr. Geo.T. MoCoy, Asst. State Highway Eniineer, Olympia, In. Dear Sir:- Regarding Permanent Highway 4 E:- Pursuant to your request of June 9th. I am forwarding tolay under separate oover a oertitied oOPY of the Plane and Speoifioationa of Permanent HighW,y No.4 E. Jefferson County. Yours tr~ly, S.B. Edwa.rds, County Engineer. """ . e. June 15, 1925. Mr. Goo.T. MoCoy, Asst. State H1ghway Engineer, Olympia, Washington. Permanent Highway No.4-E. Dea.r Sir:- In reply to your letter of June 12th.:- The date of the oontract for P.H! 4 E. was Monday~ May 18th. 1925. and the date for oompletion is Sept. 15, 1925. Yours truly, S.B. Edwards, County Engineer. By .; . ' ~ ., S~TE OF WASHINGTJt HIGHWAY DEPARTMENT OLYMPIA June 12, 1925. Mr. S. B. Edwards. County Engineer. Jefferson County. Port Townsend. Wash ington. Permanent High:w..y 4-E. Dear Sir: 'He acknowledge rece ipt of ce rt it ied copy of the contract, plans. and specifications for the above improvement. Ki.ndly advise this office at ~Tour early convenience of the Gate ot' the contract and the date for complet ion :Lor th is improvement, both of these dates having been omitted in the cert tfied co:r-;y :t'Ol'Fiarded to t\h ~\s ~ff~. J i\f\:\ /1 t~ \ Q' ? --. .,j 1/1~ e.._.'~ 't \j\:"'j . l)} .. V8T1J truly ~/ou.rs. '~ ,1\.-1~A.... \.1 /.. i I ------ I ,;/t...~ \ \. ""'j \ - ,. Hi ITOOVER ' ~, .'- ~ -/1 u. \I.'~ :., ~J11 'I,j, ) state lligllViay Engineer I.. l~?~~ Jl!iHj Asst. (d:;ate Hwy. .l:!.:ngineer. JV/G : i~B cc. County Auditor . e OFFICE OF COUNTY ENGINEER OF JEFFERSON COUNTY SCHUYLER B. EDWARDS COUNTY ENGINEER \ PORT TOWNSEND. WASHINGTON'-----.lU1.To'tn., 1925192-, .~.~ ,/' Ini1n..r. l.t1..t8. Cont1nuat1on of Perma.nent B1Ch_, 4-1:. 01ear1ng, ;.92 aor.. . . 100.00 Grubbing ,.00 aore. . . 1;0.00 lxoavat10n , Common 6500 yd. 0 . .50 · , Ditchung, 160 yd. . . 1.05 I Culvert., 50 yd.. . . 1.05 OVerhaul, f300 yd.. ..05' Pl. Cono. Culvert, 315 fe.t of 11" .. 1.50 Gravel SUr~o1ng, Sore.ned ltavel, 1600.00 yde . . 1.gO .$ 592.00 . 450.00 $ 3250.00 $ 168.00 . 52.00 '265.00 . 472.00 . a8S0.00 -..--.----......... TOTAL . ~l'O.OO I .\ . " .e June 16~ 1925. COUllty Engineer; Jefferson C01Ulty, Dear Sir: We are in reoeipt of an opinion from the attorney general in which we are advised that ohapter 166. laws of 1921, requiring 15 per oent to be retained in public con- tracts, prevails in the matter of per:rmnent highways. In accordance ~ith this opinion, 15 per oent will be retained from permanent highway monthly estimates instead of 20 per cent as advised in our reoent circular letter: Yours vcry truly; J. W. Hoover ste.tC) HiGh\~tay :811[;i118'J1'. JWH :W JWG I. ". ""_"'_ 1:..-, ,_-e-'; ,,:',\3 ',:'j . - J , ,") '.'.~',;,'l. :':;1 ..~ ~~ < 1 . . OFFICE OF COUNTY ENGINEER OF JEFFERSON COUNTY SCHUYLER B, EDWARDS COUNTY ENGINEER PORT TOWNSEND. WASHINGTON.-Ma.y 26, 192-s..-_192- Offlce EJi&llleer, State Highw&y DepartmeDt, Olympia, Wa.sa. De&r Sir: 1m regard to Permanent Hlgnway No. ~-E, Jefferson Couaty;. I have a oopy of your letter of May 16ta. to the board of Oounty Commisaioaera of Jefferson County, and in the letter you state th&t the pl&as have been approved wlth minor co~reotions, these pla.ns with the minor oorrections being forwarded under eep- atate cover to the County Eaglneer of Jefferson Couaty. To date the approved set of paans have not arrived at tbis office. The contraot has been let and work is progressing a~d so we are just a little bit anxious to know what correotioDe to make as we go along. Yours truly, S.B. Edwarda, County Engineer. By STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA j ..,. 16.. 1926. Bon. Board at CO\U1V oo.teato1'le1'e. Jeff6raon County. konTow.en(. '.ash t.n:lton. Gent}(itnon: Thl.e Is to 8.avte. that the state lltghV1~' COldllttee fA __ 12th rdeaeed theuoeJfJe__ 'balan.. of the pi31'1le.naat lllg~ fuma...tch .ere _t as 14. for t....l$p~_entol !'e-.n..uttllghwaJ' Dol 6. Un.. to Port TOwnsend. The amoa..nt e:wptU14ed fro. the ~~20.,OOO set $;814. far thl.s tmprevement \$ $8.00'.32. Very truly YClU'S. J. ,W. ROC(l"e%, st~t$ Elg~1W m~tneer I\V' ,am ner ;/eB nO.lIr. Davls I /->'" Ocwilt" EngtneerV", O:ffi. Of) &1g tu..r If i , I i r--u I ESTIMATE OF QUANTITIES. Clear 1ng 7., aores Grubb1ng 40.0 acres I Excavat10n, CODon 6400 cu. 1ds. Exoavation, bard pan 1000 cu. 1ds. Excayation, loose root 1000 ou. lds. Exoavation, culvert 100 ou, 1ds. Overh&ul ,000 cu. yds. Culverts, 12" plain conorete )27 teet 24- reinforoed cono. ,6 teet Gravel 1825 ou. 1ds. " _ :',4 OFFICE OF THE COUNTY ENGINEER OF J EFFERSON COUNTY WASHINGTON SCHUYLBR B, EDWARDS. COUNTY ENGINEER Supervisor of Highways, Olympia., Wa.shin~tone Dear Sir:- -,' ~ \ i:^"l) PORT TOWNSEND, WASH.. January 12, 1925. ,r. 'f.....~ " I' <" . '\ ".l .,1' oF 'ZU st Iri" ",' 'i\ " " \ .!)~ .'1 ',) .;', ) Submitted herewith is the estimate of the cost of construction of Permanent Highway NOb ~E, extending northerly from a connection with Permanent HighW&Y NOe ~D Extension, a distance of l~C miles: Clea.ring, 7,3 acres @ $175 $1277050. Grubbing, 4.0. acres @ $20.0. acc.Co. Exc~ ~ommon, 6~cc ydsv @ 55~ 3520..0.0. Exco hardpan, 10.0.0 yds. @ gC~ dMgCC.Co. Exco loose rock, 10.0.0. yds. @$1.2~f25Coo.o. Exe. culvert, 10.0. yds. @ $100.0. 10.0..0.0. Overhaul, 3'0.00. yds. @ oc6~ laC.Co. Culverts, 12"--327 ft. plain conc.@$2 65~.CO 2~n__ }6 ft. reinf." @$4 l~~.CC Gravel, 1a25 yds. @ $1.50. 24~7.5C Total cost. 111 3.0.0. ,:., '.,_' ~' '."J:'.;,....~,.,',', Respectfully submitted, ~~ County Engineero i I I I ,'. "");~\i.<~:"tr~.iI ;. : ',.;I;~...:,:::_'r'~'P'~",,"l-~" 1'- February 17, 1925. State Highway Engineer, Olympia, WaahiAgtoa. Dear S1r:- Enolo.ed are three oopi.. of the pla.na a.nc1 speoifioation. of Permanent Highway No. 'I in Jefferson County and an estimate of the cost of oonatruct1on. Yours very truly, Oounty Engineer. N~ 8481 . THE FIRST .NNrIONAL BANK CAPITAL . 50.000o~ SUNNYSIDE, WASHINGTON February ?5th. 1925. Mr. S. B. Edwards, County Engineer, Port ToWnsend, Washington. Dear Sir: ,,:'.:.;:'o,,'''b1e vIi th your letter of the 20th., we are enolos1Ig waiver of olaim for dmJaees on the Bishop land. DAL. Yours very truly, ~-li-~jk{ /L D. A. Linder, Cashier. ~;~ f' ~ r- S~TE OF WASHINGTO! ADDRESS A'LL COMMUNICATIONS TO THE SUPERVISOR OF HIGHWAYS DEPARTMENT OF PUBLIC WORKS DIVISION 'OF HIGHWAYS OLYMPIA May 14. 1923. Mr. S. B. Edwards, County Engineer, Port Townsend, Washington. Dear Sir; With regard to the plans for Permanent Highway 4-E it is noted that the profile does not contain the summaries of quantities. If plans have not already gone out to contraotors it would be well to show the mile summaries and general summary on the profile as well as the end of t~e impro#ement. An approved set of the plans and specifioations is being returned to you under separate oover. Very truly yours. JAMES ALLEN Supervisor of Highways By ~:~~ JA. IlGP:EB cc. Mr. Yeager. '.~.' "'!Il r '. J , r""t" ~'" """'---- -)ft ," , ' . ' ./.1)~"'''' .. ~ ~~,~,... . .:"~ ,_ J -G--<: 1<l-#K ~.~U-<<"M.4~..4.~ .77q~,4l /;;;;1 / ' .I' ~~_~""(""4..i:'''"'~'Q,, L ... ' . .' ,AI",; J .......d-,' .A .,;r~~..,,;. ...~..,..,...,...-'""" ~. e e ESTIVATE OF QUANTITIES. Clearing 7.3 acros Grubbing !~ .0 acres hoa,vation, o oma..on 6400 cu. yds. Excava t 1 on, hard pa..n 1000 QU, rets. Ex.ca.vation, 100._ rook 1000 cu.. yds. Exoavat1on, oulvert 100 ou, '14s. Overhaul ;000 cu. yda. Culverts, 12. pla.in conorete ;27 feet 21~ It reinforoed cono. ;6 feet Gravel 1825 QU. yd.. e e ESTlMA'rE OF QUANTITIES Ol~a.ring Grubbing Exca.va.tion, Common Excs. va t1 on , Hardpan Overhaul Oulverts, 12 inch plain conorete Gra.vel Oulvert Exca.vation 11 a.orea 4.5 a.ores 6330 cu. yds. 1200 au, yds. 3300 cu. yds. 500 feet 2800 cu. yds. 100 cu. yds. OFFICE OF THE COUNTY ENaEER OF JEFFERSON COUNTY WASHINGTON e SCHUYLER B. EDWARDS. COUNTY ENGINEER PORT TOWNSEND, WASH., March 1, 1923. To The Board of County Commissioners, of Jefferson County, Washington. Gentlemen:- ~ \: ,,;; The following is the comparative cost of the two lines for the 6000 feet North from Sta. 143+00 near the water trough on the Center Chimacum road a part of which is now being built by James Coyne under contract: Revision from Stat 143 to Sta. 200 8340 yds. common at 55t 3000 yds. loose rock (estimate) at 45~ 7.87 acres clearing at $105 4.00 acres grubbing at $150 Gravel 1970 yds. at $150 Culverts 300 ft. 12" conca at $2.00 4587.00 1350.00 826.35 600.00 2955.00 600.00 11068.35 Original Line 5000 yds. common at 55~ 1000 yds. hardpan at 35~ Clearing 7.87 acres at $105 Grubbing 3.5 acres at $150 2000 yds gravel at $150 2500 ~ds. overhaul at 06~ 300 ft. 12" conca culvert at $2.00 2750.00 350.00 826.35 525.00 3000.00 150.00 600.00 8201.35 Respect~lly submitted, yJ~~ C'ounty Engineer. ..*i \ e e STATE OF WASHINGTON HIGHWAY DEPARTMENT OL.YMPIA January 14, 1926 Mr. S. B. Edwards County Engineer Port Townsend, W'ash. Permanent Highway 4-E Dear Sir: . We 8,cknowledge receipt of final estimate for the above improvement. Mr. James A. Davis, dis- trict engineer for this Department, will make final inspection of this improvement within a few days for final acceptance by this Department. Very truly yours, J. W. Hoover State Highway Engineer JWH J'NG-0viL By /:A.~< Asst.State Hwy.Engineer CC to: Mr. Davis -I I e e STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA Oct ober 13, 1925 Mr. S. B. Edwards Count~T Engineer Pt. Townsend,Wash. Permanent Hwy. 4-E Dear Sir: We are in re~eipt of Estimate No. 4,for the above improvement, which is marked final. It appears, however, that the extension is not completed. The total estimate of extra work is $9255.05 while the amount of ex- tra work co~ructed as shovm on Estimate No.3, is $3232.06. Inasmuch as the extension is a part of the contract,being considered as extra work, the final estimate for this improve- ment cannot be submitted until all work in connection with the contract is completed. Estirrate No.4, therefore, has been passed a s a partial estimate and we are enclosing for your files, a copy of the estimate as passed for payment. The amount of extra work should be sho~~ on line 33 t TTForce Account - per bills and resolution attached IT t as shown on the estimate enclosed. Very truly yours, J. W. Hoover State Highway Engineer J']\Till: JWG :ML Enc. By ~ ?C~d; Asst.State Hwy.Engineer . e Oct. 23, 1925. ME. Wm. B1eL10p, Chimaoum, Waehington. ~) Dea.r Sir:- Enclosed are two Quit Olaim Deeds tor ycur consAderatlon, and if approved, we would like to have ycua1gn a.nt !return them. Deed. No. 1 is tor a. small fra.otion of the S.E. carner of the Robinson Donation Cla.im. The pre8~nt highway under oonstruction, Permanent Highway No.41 Extension, comes inside the corner of the fenoe alightly, and it for this reason that we are asking for the right-of-way. Deed No. 2 oover. the e80me strip of land a.s Deed No.1 but goes further tha* that. We are asking for a strip of land along the East line of the Robinson Dona.tion Claim '0 teet wide. We deeire to move the fenoe baot to the ~O foot~tne and. ereot a standard. wire f9n08, after whioh we wiah to soarify, widen a.nd. regravel the stretoh of road to the Cbimacum eorners. We believe that this will be a great improvement to the road. and to Ohimaoum. Trusting tha't 'these Will meet w1'th your &.pproval, I a.m '. Yours very truly, County Engineer. e JAr. Gaol T. MoOoy, Ass't. S~t. High.., Engineer, Olympia, Waah1ngton, Dear Sirl.... e July 20, 1925. I am forwarding under eeparate oover the plana and apec1f1oatione for tbe PermAnent Highway 4-1 Extenslon tog.theX' with the llemora.S)dum of 3.ill"eement. ' Yours truly, S.B. Edward.s, County Engineer. by:- , \.1 I ~ e e '.b. 20, 1925. Mr. W1l11am Bi.hop, Chimaoum. washington. Dear 211':- Inolosed 1e .. wa1ver fora for a right of way tor & proposed road &01'0'8 atr&ot of land known as the Mary Righ'ter tra.o",. Some tfo year. .go .ewere 1n oonvereation with you regardlng r1gbt ot -r matter. and 511 iutohed that ).f the road was put baa. of thet hou.. at the "Woodley R6.noh' that .. r1ght ot way would be glven. The road was aooordingly surveyed baok ot the house and .e are 80. asklng tor a rlghS of ,waf for th1e roa.d. We trust that thl, w111 .eet _ith YOl.l1' approval and hope that thl, waiver wl11 be a1..04 and retl.lrned to this otfioe before Maroh 1st, or other ...s.er given. Youra very trul" Oounty KUllaoer. r" ~--.....~~~~~~--~ ~-~-~- ~ -- ///~/ '~;"..) ! / .A)" J Ira I /" f~ ~ t : Uti' .., ~ , ---. .' 'f~~:.:; u ~ji!) tv1{:< .l~ ' ! t", /:J,',;';/' ,: , ~Yi v":/ /J;,r- / ~', ~ , ': // "(. ,^ //.")4',.. ..'. (/Ar<i" :...--.... ' D ,f ~" ! /' I ... .' _"."r- / \ I '('<-:.,<:-:/" ~ !/<;Y~ 0 . //j), ,-J'c/J ~,> : t, /7. l' /jIvf I'~ rA ///.J ~/.,i"y . . . J r' ~----;/ 1 :/J~' .~</ /1" : /~,;r' /'{/ e ./ ! / \ j~ '.(,',\:0' . \(/. '''-, . ,i ! I '\ " ~) ',' /" AJ I. ~'~> f.J ,. \ , '- \ry ,//\',- , / .',' ~\~-,,'/</(I \ ' '~ ,0 , /l~ Jh ;;(j' vr~' /1 f/l----- , 1~ It. ;l/;' L~~ ot~ ~/'!-A~6pC ~ ~~-_.~ - .-- ") :>' It -,3~ {, C/J/i'Z 'C- / t-. V -L.., . ,-' \ ,---I, , I ""\ ' . c::. r:r '\ J i 'f~ '.. ,~ \ - " ~ \,~ \' ......... h "\, i "-\\ ........ c ..~\~,..~. , 10,: \' \ \~'\ ........... ;, ' ~.,,\ C\ ~ . ' '- \' Q "'-- ~ \)J ~;{ \' ' () ""- " '<'; ~ .' ~ e e f <i I I /f' }, ," 1/1 A ;' ,:!" . ~j ./{ /7(/1 .' 'I (" I {' ,~/ / \.~' 1,./ ."~} ! ~, , -- . ,/ ( { I.t I ? f " i , j lo " / f " rttbn.&1'1 20, 1925. , / " ; " /' ii, \. '...... / I . ' " J /J ! ' , '~,).l'V {/' ./f;.~'f ! ,.;' I , ; Ii "v, (' I \;.,/; .r" , !",' / ' , / c" . ", . I!, l' I, l t. IJlolo..4 i.. .. blue pJ'l'" otaper'to.of It propo ..4 1'014. "'e bl48 tor Wbl01l ba.. ._ _11.4 bf .. .......4 ~ - of CO\1Dt, 00.1..10_._.' th, u. ...loaM. ... 1la. ,.110. 11...1.... pOI"108 0.... _111'- w, 4e81... ., 1'111\' ot .,. A. i. all_ _ :tn -1', ~ -0 . . the pJ'OPfJ-. l'oe,41O" tar .aOUC1a-.ol Of tu liOU8. ..4 ~ .. ,. _u.. ao _.,. to 'h' 1aacl. 10 ol-.r.4 1&... 18 ..t....4. \ tb. 1"0&4 '0.1..- oa 'lb. .14. hill -.ok of ,". houe.. S.parat. -lv'l'l M'" 'b.181 ..., 10&11 l*~'"'. 00.n.ot.4 .1th 'b. 1&a4, .0 tu ,"pl" or tll. 00108.4 '.19" will Dot blD4 A.f of tke oth... 1.'.......4 ,.rt1... l' 1. -'pe4 ,., ,Jut -lv'l" will be alpe4 &lid. _11.4 to 'ht.. oftlO' be'oli' II&I'0la 1., 01: otMl" .....:t _4.. tOUl"8 ..r, trul" Oouat, InSl..... ,":' _F . e c/' r ,.I STATE OF WASHINGTON STATE HIGIW1AY DEPAR~~ENT OI,YMP lA, WASHINGTON ;) lIon. Board of Cotmty Commissioners and County Engineer, _,_____.___~~ffersonCounty . JUN 11925 Gentlemen: Your attent ton is called to Sect ion 2; Ch. 23, I,D-wS of 1925, which makes the following changes in the permanent highway Uiw affect- tng contracts, plans, specifications, and estimates for permanent higmvays. These changes becRm0 effective on May 15, 1925. Cert if ted Check. rTEach bid shall be accompanied 'by a certified check in a sum equal to five per cent of the amount of such bid". Re~~_41~~-E~!geg!~g~_2~n~hly estimates. "Twenty pOI' centum of the contract price shall bo retained unt il tho Gnt ire worK. has be on. nccepted 11. Th ~s w ill apply on all contracts awarded on and after May 15, 1925. It is recommendod that you amend your standard pormanent h~~hw~ spcctfic&ttons to conform to the above~ Yours very tmly, 7 J. W. Hoo'V'er State HighvJay Eng tnoor. f: . e :~.:'. -~) ;../ . I COpy state of Washington ,State Highway Department OlJTffip ia, Wash ingt01:l Fe~ruary 23, 1925. Hon. Board of County Comffiissioners~ Jefferson County. Gentlemen: We are enclos ing statement of your permenent h ighv~ay fu.rtd under date of February 20, 1925. The "Balance of cred its unobl igated" as shO'wn by this' state- ment does not repres~nt the amount of cash whiGh is actually avail- able for expenditure, but is based upon the permanent highway levies only. The balance shown in the enclosed statement will be a7silable in cash only when the fnll amount of all present and previous levi~& will' have been paid into the state permanent highway construction fund. Your atte~tion ts called to the clause in the permanent high- wa~r l~w which provides that no warrants can be issuedagai.2st the permanent highway fund !Tunless there be sufficient mOl1ey to pay such warrant in such fund to the, ored it of the county affQctedlf. Ilett ing contracts up to the full amount of the unobl igated cred Lt whenr there is no t suff ic ion t cash in the fuhd to mee t such obI igat ions, causes tho contractor undue f'incnc ial ambe-rassmont, and it! is therefore rocommended that no permanent highway contract be awa;rded unless the:t'e is suffic icntunobl igated cash in tho pormanent highway ~~nd to the. credit of YOQr county to equal the full amount of the permanent highway funds required for the contract~ Yours vOIY tru~ .. ' cc.-County Engineer Enc. Highway Engineer. r-- 1 e e St!!te~ant Permanent Highway Fund Jefferson Count7 Amount set up Feb. 25, 1924 (balance plus obligations) Permanent Highway Interest for 1924 1924 L8"17 Retained for ma1nter.anoein 1924 Total $286.99 $286.S~ Unoompleted oontraots and other obligations: Per.Hwy. 6 Obligated for .!l'ed.Ald 146-A $20.000.00 5% obligAted for maintenance 1925 Totsl expended or obligated Belanoe of oredits &S shown above, ___.-2.~.P' PC{ - ~O l' 6ly6_~ 9.0 $20.902.99 unobligated Feb. 20, 1925. .24,149.21 94.98 12.~~O.~ $36.664.19 !9.A902.99 $15,661.20 STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA Ja11L'3. 1925. :non. poe.:rO of C()\.U1t;' (}om~\$.ton.re. :ftffe r~c 11 oc~~ty. !ien ::~owM.nl!. N~hWt~ttn. G~ntl*m(;,n 1 1 hftV&ttt htuld thlj !'CC01~lttC.n f\:! yt)r 'bolt1" dt:tt.-{1 Ju.~v 9, 19;~5. t";:.tttho!'l~ bH" t.hfj fit:rte.na lon of ttrfte.nent htrc.,.n,'r&g ... if. a .... "of 4 t '.,...t'.~, tV'. 4!' t'- 1 4"(' ~f1$:; nr.:: .~J(>.~-.. ~O "" .fi" ..C!:-: .f:,}~hJV .O!'uO U\nP cum 0... V.0~~O.JV. ~h.~e 1ft no ('1.1 jf<ct WI: by thw liOP'txtr:,ent to the e3ft n.l~n of tb. eNlt-.ct btlt btd'ol"e v:J:p~ov ltlg the ti:' t..-,.nrz lOll tOt! the lutap .. of .)'9. ~55. OS l' 1.a det! l~a t~ t the pl~ tad llp1 0 1.1' lOf~ t tena 101.' thtfe tOtlntofi to{:'lO(atho1' 'If! l th the ei\rplotlknh.,l {~~freetnflr1t be ~ 11,bm.1 t t.d for th(! tlV:P1"t)Vlil (} f t 11 le depar{;m.:'lt. Vex:; t rn.~'l' J'!<11 r~. J. . HOHV ;~11 ;:; ttd. (; 1~ l;~ h \T;Y i..rl,~~ l.1S' t. r ~ ~il tr""'l'''~'I'ii .' ~~~~ .~ 4~ CCh Ats"., 1:'8., ..IJI ," / OOu.ntF ~gll1ecn;U Ce 0 . ~t. 1'loC07 l~f.wt. Str.1c l~y. ~\r..Z". - .~ l""'"' "~ \ \" e e STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA July 25, 1925. Mr. S. B. Edwards, County Engineer, Jefferson COllilty, Port Townsend, ~ashington. ])oar Sir: I am ret~TIling herewith the form for the memor2nduffi of agreemen t in c OEnee t ion VI Lth Permanent 11 ighn ay '.l:-E e:ztens ion which was submitted with the plans and specifications for this extension. This form of supplemental agreement is not necessary since the standard form of contract lS Lncltl.ded VJ i ih the plans and sp cc if icat ions Slll)!!, Hted for the e:xtens Lon o:f permanent h ighvit':;.y 4-2). Horeover, the memon:d:ldllm 0 f asrcement is improp erly drawn u.p for permanent h ic;h1:fa;)T work. Very trlll;;' 3Tou,rs, J\.H ti. ~i: Hoover Engineer. fIG-~ :_j~B cc. Hr. Davis. ,"'\., .",.:. --.,,\...-~..--. STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA Ju.~ 25, 1925. Hon. Board of Oounty Commtsslonera, Jeffer!;1(),U Cou.nty. :Port Tewneend. Washl.n.gton. Gentlt'tnen: I ha.ve at hand the l'lf'..f1ss.nd spue if teat ions for the Q}ltenslon Of Permunent l.n:~hw~ 4-E. bahveen stfi~t ton 211+20 and stfJ,t ion ~fi5+00. under the :,ro.r t$ ions of the pemMent. htehwSJ' statutes &8 !!. ;part of the Or it:. tnal contrnot for tho. improvement ofperro.anent Rtzhv~-a37 4.-E. The$$ plane e.nd apee1ftoat ions are hereby approved w lth the u.ndct'stand lng and cond t t ton that th\j consent of the bond uJ.g OOh;'PtJl\Y be obtatned to se.td e:xt3nston and thflt thf,t original bond will belx;ld w lth the eame force and otf~ct ae if the work prov ided for in this ()o.nt:rect wc!"a done under the ortglne.l oontract. An approved eet of the pIMa and $:peot:flcet tone for t hie e:xtens1.ou ls btltng retu.:tnQ(1. to ;'OtlX eop.nty eng1.neer under aOpR3te.to cover. VG~ tt~1y you.r$. .1WH RGP:E:B ,,'. TN. Hoover State Highway Eng moex. oc.Oou.nt, Eng me.:, Mr. Dav ts . STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA Ju.1y 25, 1925. Ron. Board of County CommLs8 loners, Je:::fe:t'(Jon Gount~7, Fort Townsend, Washlneton. Gan t lemen : I hav~ at hand the resolutton of your Doerd dated July 9, 1925, pX'oV'ldtng for t:m extenaton of Perma.n$nt ltt.ghvre.y 4 - E :freta ;:itet ion 211+20 to ste,t\on2S5+00. for the lump Bum of ~:;9,2fH).06. Thts resolu.tton 1.$ hereby approved Wldts betm placed on fi.le. Vary t ru.l~;/ y (, u:re, JWll ROT :::B J. liA. HOOVER State HtghwtlY Eng inest. cc. Cou.nty ,,'lOt?; tn..r IJ:r. Dnv is. )' ...nad.um of' Ap'....at Thle KellOr.'" of: ...p'....nt _de a.nd e nt...4 lato ihi. _, o~. ,1925, 'b.tw.en the Stat. of Waehlng'toa b., ..ad throUgh It. Sta.t. B1p_,Oommlttee, a. p8r1'1;J of the Ilret pa.r1;, J..... H. 'Cope... of Port 'fon...a4"...snt.n1ton,. "', pa.rtr,'/ of t.he ",O,oacI part, aDd. the l.1nl '.el State. f14el1 '1 a.n4bra.ntlY 00. a.. par 1r of- the t}su4~t, .1tueseeth, Tbat: Ib.'~e&" the part., of the 11:r,t ,..,:rt ba.' b.eretofo:re'euter lnto &Ii oontraot "lth the .eoon4; part1 for the wor:J o! oon,1;ruo:t1q 'er-.nent H1gh.,. 1+. I 1n Jetfereon Countr, 1&1et 00811"&0'1 b_rlDI da'e of, the: 1. 8th 0., of;"" "a.S, ..ad.. ner..., the th1r4 part., 11 luretl1.\Pon the b0a4i 11yen for the perlor_no. of ...14 oo.tr'-' b1 ...S.cl ..eooacl ,.t", a.nd 'the 1'.', 1 t 1. 4ea1red bf the I*r1;lel hereto that the: 8&14 ,.one paJ'tJ; aball uader."'. ....D. estetUJlon 0( ...14 0081;raot, the 110. of en'.aDS., Per.nent IUghwa1!' 40 I to StAtlon 25)+00 10 _, Th.reto re'f Xt II Agreeel b.tw.ea, thepArt1" h.reto a., !01lo",: 1. 'rh. ..ooad pas,rVl 'hall 1_"1."011 uncl.rtKe all. work of eatencU.q P.:r:......nt BllhRf .. to Statlon 2,,+OQ ... '1:10__ on the plana "h1oh a.re ..'''Oll-<< her.to .nd. her.'b1 _4. . part her.O'. _14 .o~lI ah&ll b. d.Oue:: ln. aocor~no. Wi t1\ the requ1rem.nt,of _14 o.ont:l:'&ot b.t..... tll. flrlt ..net a8Oo.4 p.rtl.., clate4 t11., 181h ciaf of _" 1925:-,a.nd .1. ..ccora.oe 1tlth the plane.\ and. ap 00 lf1oa.t 10'-", att&Ohed to 1&14 oontract, .soept tbart I'ork her.untie. 'h&.11"; perfor.. 4' OJ' the .eaoa4partf .nelbe p&141 tor b1 tb. flr,t pairtf for the luap au of ... Doll&l'l. Sald wort here ln proYld.ed. tor .hall .. eoap1..t.d. bJ the 'eooad. partf 1a aU pa.:rt.a.n4 :eCJl.Ui.:r:e.en.t. on or before: th.lst da.,. of OG1iober., 1'25. 2'. The 'bonet, h.r81o.or. tIUO\lt.4udd.llTe:r:.4, 'bfJ the II aeoon4l pa.rtl, a.a p:d.nolpa.l, e.a4 "he thl7:4 part1, a.a lllIZetf. OOy.tr11'l1 the pefOr_noe 0 f _14 02:111_100.tr6Ot _teet. the 18th ..,.,,., ot .,. 1'25, 1b.&11 'be aad. ,.ad. a.. lonel1 to .1"'1' the perfor_nee of the -.01'11 ude:r: thl. oon't:r:act aad ap...en t, . th the ..... toroe a.ad. .ffeo' a., lf the work p:r:ov 1 c1.d. , for ln thls OOl1t%'&ot .er. d.one; under sa.ld. 01'111-.1 caont:r:a.ot. In 11 tne.. 1hereo~" the p&rt1.. bav. hereunto ..t thel2: ha.ncia and oa.u." ~. ...1 of the thlrd. pa.:rt'f,' to be afflx.d. he:reunto the the ~f and ,..a.r fir,t a.'t>OY. ft1tten. STATE HIGHlAY OOMMITTEI Of WASHINGTON B, Cha1r_n Party of the f'r.t part Atteat: B,. Part,. of the seoond part Seoretar1 By pa.rt,. of the third part. . i SltII01'&1ld.'wI Of Ap....nt 'fb1, M.IIO...... 01 Ap....n' _4e aad. . ntel'.4 lato 11111. " ....., Of.,. ,1925, be..,. the Sta'e. of ..1l1nataa 'bJ _4 tlu:oup 1t.S..t. H1p-"" CQ_1tte., at pa.tt, of the !1f'.t ,.rt, I..... B. lIo,.. of Port Ton.e..,. ' ..)11nl::' ..,..,.tJ. of.' th.' '.'e00D4. .... ,.' . part, allCl the Un1te' a.te. 1'14.111, aad '.' .11.,,.:.00. a.. part, of the .11'4 ;pIW:'tl W1tne.$eth, 'h&t: Ib.:r.. , ,the ,..rt.,. ot the 1'11"" pl't .a -.....toto,. ,,'.:reel lnto a coatrao, _11h the ..00a4 PI'" tor the 1IO:r1c o. OQI1.tno,,\laa Per-.nent S1ib_, 2+ I in Jefte:r,oa Oount" -.14 oont~t'b"':rlnl .,. . ot. the. 18th ., of, ..., J 1825, a.nd. ..1'.., . the th1.4 part, l' .u.t,upoa the 1:>>084: .1... tor the per:fol'anoe of -.14 oont~t b,. ea.14..ooad" pairt1, aacl Wh.r.., 1t 11 .81re4 'b1 the par'U... h.:reto tbat .. 1&14 ."oa4 pa.rtJ; lbAl1 uc1er.Iri., ....n ut.ulon 0.1 11&14 ooatr-.ot, the .08 of ..tea41111, P.r.n.n.t B:lg11G,l+1 to Si&tlon 2aP+OO 10 .1, '1'11.,.10 re, It IIAlr.e4 bet..en; tb. part1.. b.eZ'eto ..tollow.: ' 1. The ..00a4 paJ."~ .:tal1 l.....u.'elr uD4ertHe all .ort of ea:t.nd.lq Pe1'......:t Bleh-, . I to Sta'10. 2;y..oO ... .ho_ on the pla.n. Which ar. at_..d. h.J."eto and. ber e_ _4. .. part 11'1'801. ..14 WOl'tc ahao11 b. 40..." 1tlaoool'~no. With the l'equ11'e..ut. of -.14 oontl'aot Htween the 111'1' ad ,eoo>>4 pa.r'le., dAted. the 11th 4&1 of ..." 192;, bel in aooo".da,_e .itil tl1. pl.....a: a.u .peol:t1oa.tictl., a.ttached. to ..lei oon15'''.0'', .&Oep1; tblot wo:rt hereua4er aball be peJ:fo"... 4" 'he ..0084 i*rt, ..ad. be pa14 to'" by the f1J:" pa;:rt,tOt the 1., Iuof, '. Dol1&l'l. ...14 1r01't h.re ln p:r:ov14e4for .ball", eoapl,"ect b1 the .eoeael pa.rtJ1n aU p&rte ..ad. ,e,utr...nt. on or betor. the lat 4., ot Ocl:tober, 1925. 2.Th. bon4 h.:r.to:l.ore: ..oute4 and. 4e1.1"e:re4 1>1' tae D ..00>>4 POJ."t" "lpl'laolpa.1, au the thl1'4 p&:rU, ... .t.a.t1~ oo..rlt&1 the p.tol'_aoe 0 '_14 01'111-.1 oontn.o1; d&.tN tile l'th .,. of .,. l'2;,.ba.l1 'be and. a.n4 "I . bond.' to _ver ;he >>.1'101'.... of the W01'k u.n4e1' thl. oon1;l'&ot a..clap'.....,. .'ltb the "'11' f01'08 an4 .ffeot a.t it the wOJ:k prO'V14e4 tor 1. thle oontn.ot ..re don. ua4el' ...i4 orlil~l cont~o'. lall_e.. nereot" t11epa.rt1.. ha.ve hereuato ..:t ~ell" ha.nd.l ..n4 ca.u.e4tA. ....1 of the "h1rd. J*.rtr "0 be .ff1&.4 hereunto the the ., and. ,..... tlr.t a'bov. eltte.. S!ATI HIGHlAY OOVMITTlEOr IlSHIBGTOB By .Oba.ltma.n Pa.rty of the ft" t p&J:' .ltt..t: Br Party of tbe lecond part Seoreta.ry By Pa.rt1 of the third part. r I Meaoraad.ulI of Ap'e...n.t 'l'bil )(ttmozoa.n4Ullof Agreement _de ~nd. enter.' lnto thla dal of , . 1925. beueentb.e Ste.te of Wa.ahlngtoa bJ 8.n through 1 ta State H1gb""" OOllm1 ttee, 5.8 party 01 the fira' pa.rt, Jam.. H.'Corae . of Port Towa..n4, Wa.ah1ngton, a.a part, of the l.oon4 pa~t, &n4 the Un1te4 State. r1~.11t1 &n4au.~an'l Co. AS part1 of the t)&lr4 part; 11 tne oltoeth, That: Iher.., 'the pArty of ibe t1r.'; pa.rt .. heZ'etQfol'e ent..%" lnto a oontrac' Witb tbe ..oond. partyro%' the .o.rk of ooaa'ruottDS Pezlf_nent RighW.f 4- E :ta J~.ffetaQn County, sa14 oont'.c&ot bea.r1uS dAote of tbet 1 $tb d,a.1 of .Y f l,as. an4 Iher.., the thll'd. pariy 1s aurat,. u.pon the 1:>oad. 11".a forth. performa-ncuJ of $Old oontra,t '01 _14 .000a4 part,. and ne 1'__, it 1a ~.$11'ed.b1 the part lea hereto tna.t tbo 1I&1d. .,00n4 pa,rt,. 8bAl). und.er__.,a.. a.n exten.10n 01 8&14 o0Z11rwt, the Wol"i of ent.ntilll. Permanent H1~b.a.l 4 I toSt&t1on 25:),"'00 low, '1'b$re:to 1'8,11; Ie AgZ'$e4 bet.l.nth. part1..heX'eto a.. tollow.: 1. 'the .eoond. partr ana.lllmme,U.a.te11 under_ke .11 "01"& of eatend.lns Permanent Blaha,. . E toStati.on 2',.>+00 arll aho.;J:). on 'he plana which ar.at~oh.4 hereto and here~l ..4. . part herect. !aiel work ah611 be cione 1n a.oool'@.noe .~1 in the requirement. of 8&1d. oontra.o, "t.etD. the tlra' a.eel; .eoon4 pArtll1., dated the l$th <1&., of alar, 1925, a.nd 1na.coo1"<i&noe w1 tb the plana a.n.d. apEloif1oatioua, a.tta.cb.ed. to $&1<1 oontract, except tblat wort her.unat aull be pII.1'101".. <1 bJ the .800nd. pe.rt,. ..no. bepa..lcl for OJ tbe f1r" pa.rt1 tor the lump sum. ot . ..Doll.". S&1d tfc.rk here in prOV1d.ed. tor .hallbe tI:OIIlp.letecl b1 the '.0'01'14 part1 in aU part. a.nd. 1'e~~1remen\. on or b.for., tbe 1.t doa.,. of 00'tob8r, 1925. Z.Tb.e bon4 heJ'otolorCl ...outed .n4<1011....:r8' bJ' the II seoot14pa.rt" a.a prinoipal, a.nc:1 the third. part,., a.. .l.U"e'1.. coy.rinc 'bh. pe,rfi):tma.noe 0 f 8&.id 0:1;1-.1 oo'ntr!t.ct &\,.4 tn. 18th. 4", of Va1. 1'2$, ..11 'be a.nd .tand. a.a a: bQn4 to eoYor the perlor_n.. otth. work under th1a oontra.ot a.nd "'p'.....nt, w'1th the aa.m. foroe a.n4 .fteot a.a if the work prOVided. for 1nthi. QOntX1aOt ..re 40lle under ..1d orlil~l contract. In .1t11e.. Whereof, the pa.rtlea have he:reurato a.t their _nda a.n<i 0&\.\..4 the ..1 of the third. partJ to be art' f1..4- hereunto tbe tbe da.1 and. rear 11r.ta.bove wr11;t.n. STATE HIGHWAY OOWiITTE! or WASHINGTON By 6bair!tJ$.n Pfartyot tb.~ t'ret part Atteat: By Pa.rty of the seoond part Secreta.ry By Part1 of the third part. ...oft.tlclum Q,t A.fP'e...nt !his ifl$mo~an4u of .ASJ:eenatlnt .-4$ ~n4 (t nk..e4 into tb1e , . , ~,. ot , 1925, beWean the Sta. 'e ot'r",ehlng1;on .'bJ .ad th:rQI.lSh 1 t. State BiCh., Ooaud, tt0.,a.a pa.:rtr of thetll'a" pa.rt, Jame. H. 'C01.. Of Port 1'own!le:ad" la.shlniton, a.., ,p&.rt, Of t.h...OOncs part, a.n4 the Unltect Stat.. '1481it, and bzoan"GYOo. a.s pa.~t1 ot the tld.:td pa.r.t. W1taea$eth, Tbat: Ihe:r_a, the part, of ~h. tiret part h&1 11.1'. to 101'. .nter. into.. GOD-tract w1thtba lIeoon4 PIiU"1 fo%' the .o~k 01 oonatruot11'l1 Po:rnanentR1;il1a., 1+ ~ in Jafte:,on OCiunt:r, ~itJ; cont;ra,c)t befu':inti.'. of tnel ! th oaf ct.,. 1.'2;. .n4 Wh~'reta. /I th$ thl~t1 pil.J:'ty 1i1 liltU'ety apOllthe 'b0l:'l4 11".n pe.r:fQl'~no;i o! ;;l\i:',j.~ oontraftby _:ld, EtfOoud. ;,p&.r,". t.IInl1 for the Whe:r.o: 1t:t.a doe1X'ed b1the ~1"tl.. h.reto ~that th. flfl,i6. ."001\4 pI'.~t1 ehill). UnderDke,a.t a.n extanelon of _:i.r.1 QOQt%'fl4t, thE! wc~k or ~:;'!:t"n~:~~ p$:t"J:n;)..:').e)~t Hi.~hlfa' ,~ ! to S~tj.Q4 255+00 a.. fOllows; .lQ ~.. Thg:t'ef~i :;r.;;r.~It Ii Ag~e'1d. bet~"en, tl1::) ~~.~i~. b.ctX'.tlo 1 ~"" ""......'...""r......1!~T.+"W;l\h"'.'..."l, \h.."......,;o4..........'\~, ,~....;;l....,~'-.e "',11 '.0...... '.. l>i.~.... ...~...""..Ii. ~...,,~ .,,~ ""..,J.,I.,... <....."""~..._ "'....." ""'''.l.I,4''''..._.... _ . .. t.)l cellt.'t$ncu.nf: Pl!%'~'l:n.t !iioghlfli.1 t E t(; 5~t1on ;1;55+00 ... sbQ1f.J;\' 011'~. pan. \th1oh -'1'. !..t~ot\ltd. h$X'..to/?"f\.d ~l&;t,,:tu1 ~\d.e flr. part 'he2:cot. ' SJa.1d.1fork "0&11 be d~)n. in accorua.i:loew1 't~. tho i'$.flull'$ment. of -.1d Q,)nt::t.li-atl:)~t;!ft~nth$ tirst, 11114: oeoon<AP&l'i~,., I1ated.tlut l''th. d.a.y ot~1, 1925, a.:i1 in acoordancewl tbth<tpla.n,\&M. apec1f1cat1ob., a.tt~hed tc~st.:\1d c':;,nt:tti,c-;t~ ~x<.!ept t;i:;.I.;;.~ work har..., 8ha.:U. be PIltl'tormo 4 b1 thll) ~H'~on~l pa.rt., a.nr1be pa.1cl tQ~ by 'he tt.., p&:rt,. tor the 1.1:lItIp $U1Aof . r ~... ..:Dolla.S-'. 9&.1,1 work. htr~ 1n pro'9"ldedfo1! ttbAllbe .0IIl}.11.~e4 bf the a~oonlj,p&:t'ty1!'l ~ l)&.:rtflj ~.rl;tl t'.q.uirlJt4$;~tt. on or 'I,),fQr3i' 'be 1.' daJ ot October J 19!a;. ~. 'rh$ bend h$:C'\itofQ;t. el)teouted. and d.;U."$~.~ bJ;... 'hi. D lihlCQM part,., all ;)r1nC1~1. {;t'W. th. tlti::r1 p&I'ty, a.i $ur.'l'Jt OQ'f'.J'I~tlI tbe performanoe 0 t iA1\1 o:r.i~1~~l, oun"'~:rn.ot ~t~~ ~~le 19th $I., of ...,. 1925.. shall 'be a.nt1 Gta.~'1d ~jGa '001111 to tr:Qtterthij ;:sr.t~:'.::fi.~~ ottht .o~k. unC.er this Qontre.ot ani ,\).p'~(,u,:~nt.. wi tl:, th~ ~~"m. ie>rce\I a.nd, etl"" &$ it the "tfcr't p~ov1-~f.\d' f.l:'.t in U:ir. oontt"::'::t :fnal"C: ,:ic;n~; ur.ds';'$a.1.4 ftrl~~-~' ~~~+~~~. . v' ,~......"~_' ~';l'w'j... 'i.l<6\.....,~ ... I"" '.1..,....~.,.,"". ~j,,""<K,>l",..,.f" ."".tit ""'1!<t',I;:",''Ie,,';''flto '"'e""............. ,~_.t. ."".. "I" ,...... >>', W..:.,.....ili,;.; ',.'.~...'U\I....J'It~'....,,~,ti.l'tJ. ~~C';." / ~"''''~J i.'.;'""~" 'II' '....... .\;,- l~. .',... \''''4" fiJ"", ..... , . bl~ndJj i1,~d ~Iil.U'~d tn, $(j.'l.l (.t t}J:ir ttd.'1d p,~rt.l to '~t 3.:fj,;i.]R;$d. he:reun:to tb,a tho ~., !Lcd ye,,'!: "f1r~t ~,bQv'$ "<."=':1. ttrjt;. ' STATE HIGSWAY OO~ITT!E o:r Vil:mi!NQ'FOJ BY .. I..AJ )ll,h:','l. 'r,..",.;:..-...""""""""~' v-......' .. *~,l.-.~;.l-"i., P'ait.1 rJi" Hi';I ,i"l'a~ pst't Attest: 91,. --sio')..$' tar, Pa.rt" of the lJecond ' part By "" Pa.r# - of th$ th1tQ. pat t. I Memorandum of Agreement This Memora;r.i.d.um of Agreementl1l2..de ci.nd entered into this ___ day of. _, 1925, between the State of Washington by and through its State Highway Cownittee, as p~rty of the first part, James Ho ~Coyne of Port Townsend, Washington, as party of the second part, and the United Statea lt~idelity and Guaranty Co. a.s party of the third pa.rt$ Witnesseth, That: Whereas, 'Ghe party of the firs,t part has here~tofore entere,- into a. contra.ct with the second pa-r't.,. for the w,ork of conatructing Per~~nent HighWa.y ~ E in Jefferson County, sai~ contract bearing ~te of the 16th dAy of May, 1925, i;i.nd Vr.o.erea.~, the third party is surety upon the bond given for the :pe:rfol'mance of said cont:r(;a,~t by said second party, and Whe r~s, it is desired by the :partiea hereto that the: sa.id secondparty,! sha.ll underta.ke, aa a.n extension of said contract, the work of entend.ing Permanent HighWa.y. ~ E to Sta.tion 2.5~+OO No <N, Therefo l' e., It Ie Agreed between" the parties hereto as fLollows: 1. The second party, sha.ll immediatel'y undertake a.ll work of extending Permanent Highway . E to Station 25~+OO as shown on the pla.ns whio'h are atta.ched. heretoa.nd hereby ma.de ca..pa.:rt hereof. Said work sha.llbe done.; in ~ccord,a,nce 'Wi. th the l'e,,-uirements of sa.id oontra.ct between the first and. seoond pa.rties., dated. the 18th day of 1'J,fJ.Y, 1925, and. in a.ccorde.noe ~iith the pla.ns a.nd speoifica.tion-a, a.tta;ched to sa.id. contract, except tbi:l.t work hereunder sha.ll be,performe d by the second. pa.rty a.nd be paid for by the first party for the lump sum of ._~_._____'"____ Dolla.rs. Said 'work here in :provided for sha.llbe eompleted. by the second party in d1l partsa.nd rectuirementa on or before: the 1st da.y of October, 1925. 2:. The bond heretofore executed a.nd delivered by, the Ii sec.ond pa.rty, a.s principa.l, a.nd the third pa.rty, as au:rety, (lovering the pat'forltO-noe 0 f said original contra.ct dA.ted the 18th day of May. 1925, sha.ll be a.nd stand a.s at. bond to ~ver the performa.nee of the work under this contract a.nd a.greement, with the sa.me force and. effect a.s if the work provided for in this contra.ct were dona under said origi~l aontract~ In Witness 'Whereof, the parties ~ve hereunto eet their b.a.nis and ca.used the seal of the third party to "be a.ffixed hereunto the the day a.nd yea.r first above wr,i tten. STATE HIGHWAY COl'lMITTEE OF WASHINGTOn By_, Chairman Party of the f~rst pa.rt Attest: By ____._. --..---------Pa.:rt)' of the second pa.rt Secretary By _.~,____.,_.___.._--_._"_.__._.._-_.- ---'------p:rty -of the thir:l. par t. /-- STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA I i ' ROth IiOtlrd pf Co',.nty Oomsi.ssloners. Jefte'rsoJ'J. Cftnty. Port TMU'l6Etnil, V~t\8h\n;:.ton. ~1t KGF: Ell ;-./" CO .rtr. nevte ,/ COlUlt~ ittg tne.v I I' ~ ..,. 16.1926. state Htg~ ,EDgln..- n, Off toe ~ lr1.er. -~ , .._..__..__,__~___.J STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA Pebruary 26, 1925. BOil. Board of County Comm1ssioners, Jefferson 'ount7~ Port Townstad, Washington. Gentlemen: I am returning lUtder separate tover to your count, engineer the plane andspec1fications for Fermanent Highw87 No.4-E. These plans and speoifications are not approved at this time owing to the faot that there will not be suffioient money in the pe1'1lan.ent highway ft1nd to the oredit of your county during the ,ear 1925 to oon8tl~ct this improvement. At the present time there 1s a cash balllnoe in the :fund to the ored! t ,of your count1 ot $89.19 and there is still. due on Permanent Highway No.6, $12.8,51.00., lUnetl'-five :per cent of the 1924 permanent highway le17 amounts to approximately Vl1,704. It appears, therefore, that there will not be sufficient oash in the permanent highway fund to the oredit of your county until delinquent taxeD are 001180te4. In the event that such delinquenoies are made up we will'be pleased to take aotion on the plans and speo1fioatio.tJfl when resubmitted. Yours verT truly. JA:MIf I HGP / 00 CountT Englne.erV w. H. Yeager. Jr. JAMES }.LLEIf. state Highway Engineer, , /" ;' c. ! .-: Bl r .Aset. State Highway 15ugine~r. 1.--- _ 1 e e STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA January 13, 1925. Mr. S. B. Edwards, County Engineer. Port Townsend, Washington. Dear Sir: . I am returning herewith a set of the plans and specifications for Jefferson County Permanent Highway 4-E. In th~ connection it is noted that Jefferson County has a balance of ~3,560.81 to its credit in the permanent highwfW fund and the estimate for this improvement is ;g>l1,463.00. The 1925 permvnent highway money will not be available until the same is appropriated by the present legislature and I am therefore returning the set of plans herewith and would request that they be resubmitted for approval after the appropr~ations are made. In this connection it is noted that the plans do not conta in the summary of Quant it ies or the roadway end surfac ing section. It is also requested that three sets of the plans and specifications be submitted instead of 'one set. Very traly yours. JAMES P.LLEN JA. HGP :EB State Highway Eng ineer By ~.~~~ineer. .., -",'1 ;.~-.-. '. STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA JtU'.lU&1'79. 1926. Hon.Boar4 0'1 Ocu.ntyOommts8toners. Jet'tereo n C'oQnV. Pon T0t1tl8tUl4. Wasb{11;;1toll. Ge.ntlefne1'1 : .1 haYe at hand the reSOll1t ton of your board of Je:nu.e.ry 'th, 1925. pro'Vtdttlg f'orthelmp'l"fWem€tnt t.U1der the provt.stons of the pe~.nt hf.ghw. statutes of the followtn;?' c1esert'be4 road l "Jeglnntn.g .t statton 158+40 Pe~~ent 11lghwey 4. D ]brtenstoll Jefftlrson County, Wash tn''l''ton. ft1Ul tng thence tn e. north""" d t.rectton 6600 ft." !hte rceolut ton l8 herebl' app1'OYed 6J1Cl .tl1 be mown tncur flies as pemMflnt bl.ghJJtQT 4-E. Vera tnly ymlrs, JA'f.I'Y."" ',Yj!.:11!f ~~).t_U.l~~ state Ht~tW En,tjweer -- I I I JA. .PtD Off\oe l~~ weer. eo. ltr." llI,.. ..,,' ,'.. /0 C,Ul'l,. _ .......1/" I r .. --.-.~~. , STATE OF WASHINGTON DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS OLYMPIA 11&7 14. 191$. Ion.. Board ot OOU'ty co.1..1oners. Port TOWJlsend. wa$hlng'ton. 9..t1__: I hay. the planee.nd8J)leclfloatlona for the iIIprovesent of ieJ'm6nent JUghway 10. 4-E 1n Jefferson C.unt,_ fh.... plane and epeelfloatl0D8 are hereby appro",e4 and $n apprOTe4 set 1.8 being retant.84 to ;your oOlUlt7 fm81aeer 1lJ!Iie1rSflprate 40"'.. 'ft7 truly 70llX's. J.AJl.ES AIeLEa 8t&Paryl.or of .1gb-wa,.. B7 JA. HGP:EB Oft10e Bag!neer. _.oeuat1 Bagl...:r Jbo. yeager l l J L~_...-~.",.._L.l..i_-..i""--"'H"___'"''''-''_-:>_'__''''''-'''''J''''~'''''~~'''''_''' ,,,,_.,,~""'.';~.-"'-CO-_-_.-_~'''~~'''_''.''''~'..''-<....., ._......--'.-_.,_I...-...-__._~,>".,'"'~ ~. STATE OF WASHINGTON DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS OLYMPIA Ilarch lZ. 1923. Ron. Board. o-r County Comrnissionerfl. Jefferson County, Port Tow.aeend. WaShington. Gentlemen: I beg to a.Gknowledge receipt of the resolution of YOUJ,.4 Board of March 7. 1923, providing for the im,provement under tlte prov181on2 of tho permanent highwa.y sta.tutee of Wtscrib.a the fOllowln&lroa4:~ .Beginning a.t eta.tlo.. 158 plus 40 Permanent Highway 4-]) cts$stlou.Jllf:f.rEon County, Vis,shington. running thence in .. norther1r <ilJ:eatlon &&00 ft. !hi's retiolution i8 her.byapproved and the improve;ent will be kn3WO in our files as P~r~aaent Highway No.4-E. Yours Tery truly. JAl'E$ ALLJUl, SU1)erv:ifJQr of lUghwa7s, 131 JA:M'fi" HGP ~ co Co. J.:1ngr.r W. H. Yeager. Jr. Office Engineer. ._.~-.--\ ,I r / m:SOLUTIOJl 'lu~l'_.. an,ti1. 11th Gal 01 .." 1'25, 61 coatl"aot w..s -.nt.red. lato betweea t.be Stat. of. l'asb.1nston, J.fftraon Oo\\n'l" aM Ja.me. H. OOftl8 a.s contra-otor, to:r the qoottruot10tl of Per~ne.nt Hlgllwa.1 l+ .1 ln Jetter.on Oounty. a.n4 lb....... 1td1d- no t a.ppaa.:r 0 nthe 18th <JaY of Val. 1125, 'bu.t .ufi'lo1ent fund. 1fQu14 bea.-.a.l1alHl lot' ttU'tb... oon.tl'1).Q't:t01i, .e..nd. 'Ib.,n'._, l' ~. to the befit lntereat ot J.t!e~tion OO'lJ...tlt1 th~\t Per.non' H1!hD'1 i.}E\), ax'.nd<t4 to Sta.tl01'1 25)+00 De It Th.X'.tor~ Re$olved,th!:\.t t11e <1ontra-Qt e1'J.t~l'iltd into on the 18th {~'JQt ." 1 925 ~ ""ween tn. s_t~ of ..h1n!'tJQn, J etter.on CQunv, a.nd. Ja.aea H. COJ'De, to%' the oou'truct1otl of Perwa.n.nt B1ghwa, . I b," t;x,t, ~ed to S;~,t.~~n,i;1:l~t.,_ tbe 11ll1P,., c."u.!:1 !~t, " ' ~'~>~!Wl (;~ ~~,')J, . ,r-.i'~_.Y..i:.~.J"._~~~_J)Olla.r91 , . .")<'; / \ v.~. .~1 \~"", lk{/ ",.,,,,,,1,,1, ,A 'I II ii" ," __ ' .Y"w'v;n,c~J ~ ~:!::~C~<.. ~~-!.~"" T~~"- Bmra ot O"""ty (lo"",hsloneu 01: D-'>ted. (: . -(::\,-. 1925 JeUeraon CQ";,,ty. lIlloeh1ngt<:>n. ~ .""~.~..~~-- r.--~.>.' o . e Resolution ~: 0 Whereas, on the 7th., day of Marcg, 1923, the Honorable Board of County Commissioners in special Sesaion'~assed a resolution wherei~ and whereby that 6600 feet in a northerly direction from station 15g + 40 Permanent Highwa.y 4D Extension, Jefferson County, be improved, and known as Permanent Highway 4E, And Whereas, the sum of $11,697.00 has been obli- gated from the per~nent Highway Fund for the pay- ment of the said improvement, And Whereas, the Honorable Board of County Com- sioners in regular session on the 5th day of Nov.1923., passed a resolution improving 3 miles on the Olympic Highway No.9 between Uncas and Port Townsen~, AND Whereas, it is necessary to use the a~id $11,697.00 in theimp:rovement of the said 3 miles of the Olympic Highway. Now, THEREFORE BE IT RESOJJVED?, that the action taken on the 7th day of March, 1923 relative to ex- pending said $11,697.00 on permanent Highway 4E be and the same is here by recinded and held for naught. Dated at Port Townsend, Washington, Dec.~~,1923. BOARD OF COUNTY COMMISSIONERS OF JEFFERSON COUNTY?, WASHnlGTON. (CO~MISSIONERS SEAL) ATTEST: J.J.BISHOP Clerk of the Board. Henry Morey Chairman. Howard L. Bill. i) {) I ," I I ! i I I STATE FORM No. 83--1917. (TO BE USED FOR ROAD ESTIMATES ONLY) STATE OF WASHINGTONa e , TO-.......J,Ct,P1..es,....ff.......Co~n.e .............................,..........................DR. _J.Q.t::\.....2}............................., 19 ~.~ (Post office Address) .......E<?.r.:d::......=:IQ.W..t\..~jc..tl.d..........__............................................................._.. Permanent Highway N o..f..~:.e;~.t county.J.~t~r.:-.s.c.n..~.., Contract, No............................, Estimate N o....!J.....E,~D.Q;~... PRICES QUANTITY 1- Clearing, per acre /8::' 2. Grubbing, per acre ZOr 8. Common Excavation, per cu, yd, 4. Loose Rock Excavation, per cu. yd, 5, -Sglill Ilgek ElJWI.,itUvn.* 1 p~ per cu. yd. 6. ~ C",lv. ;='"c.. per cu. yd, 7. Jp"e Reek Renew, PItch Sl\'-' per cu, yd. 8. Overhaul for each 100 ft. per cu. yd. 0 9. Riprap, hand placed, per cu, yd, 10. Slope Walls. per Cll, yd. 11, Concrete, 1st class, per cu, yd, 12, Concrete, 2nd class, per cu, yd, 18, Structural Steel Shapes in. place per lb. /' 14, Reinforcing Steel in place, per I - l 15, Pipe Rail in place, per lin, ft, 16. Guard Rail in place, per lin. ft. 17. Timber in place, per M. B. M. ... 18. Piling in place, below cut.off. per lin. ft, 19. Piling in place, above cut.off, per lin. ft, 20. Cribbing Logs in place, per lin. ft, 21- Culvert Logs in place, per lin. ft. 22, Porous Tile, in place, 4" per lin. ft. 23. Porous Tile, in place, 6" per lin. ft. I 24, COI'1c:. . Culvert Pipe, in place, 12", per lin. ft. g ~/ Culvert Pipe, in place, 18", per lin, ft. I Culvert Pipe, in place, 24", per lin, ft, I Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin, ft, I 25. 26, Grcwe\ Surfacing, in place, per 7 /~DO 27. 28, 29. 80. 81- 82, 88. Force Account-per bllls and resolution attached Totals, 20 per cent. retained, as per contract, per cent. to be paid by county, per cent. to be paid by state, TOTAL '.'.....; ZP! 'Z. C> SI 00 ~ 1..S 0 .s- Approved by Board of Cownty Commissioners of................._...........................................................County This..................day of...................................._., 191_.... Ohail'man. Leave this space blank for use of Highway Commissioner. ORIGINAL-DUPLicATm~.. PREVIOUS PRESENT /O($ft:,(I, ~2 f 7.Lf11 OGE 0 O!i '!I.fo 0 0 5.5 /6 00 '1pt>O 'I ",...~""'''''''-'o'''....... , ,... f Sf, 0 rzS, 0 I hereby certify on honor that the above estimate is basea upon actual measurements ana that the same is true ana correct. Oounty Jj]ngineer, I. ........_..oooooom............ooo.................oooooo..ooo..oooooom....' having flrst been duly sworn, ao hereby aepose ana say that the above bill iB true ana correct; that the work was actually performea ana material furnis1J,ea as therein chargea; ana that there is aue me this date. accoraing to contract, the Bum of $.............000............000..000.....000000............., ana that the same or any part thereof has not been paia. Subscribea ana sworn to before me this................................aay of....._......._..ooo...................................... 191..000. (SIGN HERE) ..........._............000000000............000....000................000000....000000..................... for ..................................ooo..ooo.ooo..ooo..ooo.....ooo.........m......._........ooo. Olaimant. .A.pprovea........_....m........................................___...ooo.....ooo..ooo.. (SEAL) Notary Public, Resiaing at..........................................___............. l State Highway OrYmAniB8ioner. 'i"J~ AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N 0....................,.........,................................000.................. A mount, $.........................................................000..000.......000................ ,e TO..........................m.........................m......mm...mm....._000..........000..000.... Account of Appropriation for e Instructions-Read and Follow Make vouchers in duplicate, Send original and duplicate to State Highway Commissioner, Be sure to sign both copies as payee; have duly sworn to and certified where required, Warrants will be sent by ordinary mall at risk of payee; 01', will be registered if full postage is enclosed with request to register, Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper, C, W, CLAUSEN, State Auditor. FRANK M, LAMBORN, PUBLIC PRINTER :?~:.. P,~i"' . r , ;;::;~~;'~ ASHINGT04 USED FOR ROAD SSTUUTS' ONLY) . TO...JOQ?eQ "Y "GY/7.e ............,.,............._DR. _.....UC..L...."k...................., 19 ll....f"" (Post office .Address )....pQL.t................/Q..;;;tL)2.e.t.2.~!.........................................................................._.._ Permanent Highway N o.fl:lf.:...:E--!:l:, cownty...uf/l;:.C..;8?.q.....:...., Contract. No............................, EBtillnate N o.......~..._..................... 1, Clearing, per acre / f" 3 per acre Jol 2. Grubbing, 3. Common Excavation, per cu. yd. 4, 1.oos" Rc.elt EKeaVlltion, ;lei PO/}o per cu. yd. 5. Solid ltu<..'lt-Excavation,{U/V. F..; c . per cu. yd. 6. ~ow D(./C.i-( F)Lc.percu.yd. 7. Loose Rock Borrow, per cu. yd. 8, Overhaul for each 100 ft, per cu, yd. per cu, yd, per Cll, yd, 9. Riprap, hand placed, 10. Slope Walls, 11. Concrete, 1st class, 12, Concrete, 2nd class, per cu. yd, per Cll. yd, 13. Structural Steel Shapes in place 14. Reinforcing Steel in place, 15, Pipe Rail in place, 16, Guard Rail in place, 17. Timber in place, 18. Piling in place, below cut.off, 19, Piling in place, above cut.off, 20. Cribbing Logs in place, 21. Culvert Logs in place, per lb, per lb, per lin, ft, per lin, ft. per M. B, M. per Un. ft, per Un. ft, per Un, ft, per Un. ft. per lin, ft. 22, Porous Tile, in place, 4" 23. Porous Tile, in place, 6" per Un. ft. 24. COr; C' Culvert Pipe, in place, 12", per Un, ft. Culvert Pipe, in place, 18", pel' Un, ft, Culvert Pipe, in place, 24", per Un. ft, Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per Un. ft. 25, 26, Cr?l Ve / Surfacing, in place, per 27. 28, 29. 30. 31. 32. 33. Force Account-per bills and resolution attached Totals, /' /~'P'er cent. retained, as per contract, per cent. to be paid by county, per cent. to be paid by state, .Approved by Board of County Commissioners of..............................................................................County This..................day of-......................................, 191...... Ohairman. PRICES / ORIGINAL-DUPLICATE. QUA.NTITY / .07 TOTAL / 1" / 7 I "J. -zo zo /b6C> 25""/200 / 70 06 tJ / ~I {}() Leave this space blank for use of Highway Commissioner. Subscribed and sworn to before me this................................day of..............................................ooo.......' 191...... (SEAL) Notary Public. Residing .'.litJ_~;;...;..~."-..:..,;:;.................._.............. 1 hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. Oounty Engineer. 1, ....................ooo.............................ooooooooo..mm........., having first been duly sworn, do hereby depose and say that the above bm is true and correct; that the work was actually performed and material furnished as therein charged; and that there is due me this date, according to contract, the sum of $.....ooo..mm..m...................m.m.........m.' and that the same or any part thereof has not been paid. (SIGN HEBE) ..............................m..................nooo....m.m.m..ooo...m...m..............oO"" for .m..........................................ooomooom.....m.mm.m.........ooo....... Olaimant. A.pproved.....ooo.........................m..............mmm........ooom....... --..-_...._-_....-..-;"..-.-~..:"'...._.._._...._....._..._-_.........................................;...;............---..,.................-..........-. ~. ;~ " '. ~ __L__------'-"'--:_~..,~ +' ',' . ,,~ ", ,; I.' ;,~'.,::t.~J;k:,; r.,.', ""reF""." (',-' "', '., . ; , AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N 0........._..................--...................................................... A '1lU)Unt, $........................................................................................... ,~ . To..............,....................................................................-......................... Account of Appropriation for . Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner, Be sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee; or, wil1 be registered if full postage is enclosed with request to register, Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLAUSEN, State Auditor, FRANK M, LAMBORN, PUBLIC PRINTER r:: STATE FORM No, 33-1917. (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLICATE. ' STATE OF WASHIN.s:;TONe e . / TO...... .VQ/??,.e.;1,...... ..,1.-/, C;x>?e .. ,........,.. , .... "..............DR. ./i.O'::-I.:........-!:!.......oo........oo......., 1~ {Postoffice Address )...MCT_..oo......oo~~I.2';i...~..!_........moomm......oo......................m.........._... Permanent Highway N olib.t:i.f; Count~+';:;C.:r.c ... ..m.....oo' Contract N 0..000......................., Estimate N o.......~.................._. PRICES QUANTITY TOTAL PREVIOUS PRESENT 1. Clearing, per acre /03: ~! 2. Grubbing, per acre 747;f- 3. Common Excavation, per cu. yd, 0/000 4. Loose Rock Excavation. per cu, yd, 5. .:ill/Ull. BeeS. Excavation, ;./et. Pal?' per cu. yd, 00 J!.jO 00 6, -Comml/~ ~?rtOlV Cd/V. 6c. per cu, yd. .$ 0 7. wase R,,~k Dori'Qw, 0; Ie h t:... c ' per cu, yd, /b g 0,0 8, Overhaul for each 100 ft. per cu. yd. /~o 00 9. Riprap, hand placed, per cu. yd, 10. Slope Walls, per Cll, yd, 11. Concrete, 1st class, per cu. yd, 12. Concrete, 2nd class, per cu, yd, 13, Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per Ib, 15. Pipe Rail in place. per !in, ft. 16. Guard Rail in place. per !in. ft. '.~. 17, ,Timb,er in place, per M. B. M, , ,18" Piling in place. below cut.olf. per IIn. ft. 19. Piling in place. above cut.olf, per !in. ft, 20. Cribbing Logs in place. per !in, ft. 21. Culvert Logs in place. per !in. ft, 22, Porous Tile. in place, 4" per !in, ft. 23. Porous Tile. in place. 6" per. !in. ft" '" 24. COI/C, Culvert Pipe, in place, 12". per !in, ft. :z 7-0 ,3hOO j 7/ Culvert Pipe, in place. 18",per Un, f Culvert Pipe, in place. 30". Culvert Pipe, in place, 30' 25, 26, G ra y' e / Surfacing. in place, per 27. 28. 29. 30, 31. 32, / 00 I S7 00 I .7 00 33. Force Account- er bills and resolution attached Totals. per cent. to be paid by county. per cent, to be paid by state, Approved by Board of Cownty Commissioners of....oo..........._.m.m......oo.oooooo............m..oo.....oo....m...Cownty T~~~~~===:~~~=_ Ohairman, Leave this space blank for use of Highway Commissioner. I ."',,,, "rlif1l "" honor that th, a""', ,"'mat, .. 'M" .~~.. aad that th, <am, .. ~:,,:~::=:::,,_ I Ooum1l Ji}ngineer. I, ..000....000............................................000.........000........ having first been duly sworh, do hereby depose and say that the above bin is true and correct; that the work was actually performed and material furnished as therein charged; and that there is due me this date, according to contract, the sum of $...moo..oooo...m..mm.oo.oooo......m...oo..oooo...., and that the same or any part thereof has not been paid. Subscribed and sworn to before me this..........m.m...............day of.............mm...................oo................, 191"'000 (SIGN HERE) ......m.oo........m.....mm...m....oo...m.m....m.m.m...........oo..mmoommoom... for .m.m....................oo.mm..m.mm.....................oo.moo.oo..mm....... Olaimant, A.pproved.m..mm.m.............m.......................m.mm...mmm... ( SEAL) Notary Public, Resicling at.........m.............................................. State Highway Oommi88ioner. AUDITOR'S OFFICE STATE OF WASHINGTON Warrant' N o.........~.........-_................................-.............................. A mount, $........................................................................................... e T O.....................................................................-.............~...m.............m", Account of Appropriation for e Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where required, Warrants will be sent by ordinary mail at risk of payee ; or, will be registered if fuii postage is' enclosed with request to register, Make out your claim on this sheet alone, In order to avoid cumbering the files with useless paper, C, W. CLAUSEN, State Auditor. FRANK M, LAMBORN, PUBLIC PRINTER ~. :h.".,-~._-~,- ~""'''''''--~-,i,~ f;t"'''';:ATIJl FORM No, 33-1917. - '(TO BE USED FOR ROAD ESTIMATES ONLY) ~, STATE OF WASHINGTON. e ~ TO ..............J..q..S..,....f:.L,....L;o..~.n.e., , , ,............................................................ DR. ..ii..kl.:9..J..,.........................., 19b.~ {Postoffice Address )....eQ.r.t.......IQ...~.Il.~..e..t:1.d............................................................................:..... Permanent Highway No..!I::.~.....l;;xh Cowaty.Jrc{fer:s.o.n......., Contract, No..........,................., Estilmate No.....L.........................._. :,..~":._;:;~"'" ~.",~:-:. 3~t~,.,;;;~., 'f'1l.,:'\.:-I' '.. -.. ,- ,:?;.. . ORIGINAL--DUl'(LrC~lll;, Cop~ " f' ,I '1 PRICES QUANTITY TOTAL PRIIlVIO]JS PRESENT j j 2. Grubbing, per acre I (3 13& 1-0 c:r 5"8 ~1 ~- .2.- .3 00 C - rj I)' 9'.0 lfLS I,b I s.~. (. co .:,', ,~,,' I H ~ ' 1- - -L1- FPIIh' ...J , , ~ : 1u..J!q 1 " , "",'"'' '-1"' --< l I I t ,.:--, ..+lg;~L'.f> .-. ;! ' ,,++. ,-;--t+ ....;1 . . ."_.-.-,.-" --1-.+-. _+... ._.~ ,L_L..j .f- ..\ "h~ . :I"~,, ~.:... .' i " I ..-- ,,- ~'." n -. "7'- -Li- .-t.-: -'4 ,i ! _....:......L_ . 4-~. ~ : I ! I-L..;... , :.; ..... --.:---:~ l:I. ~~ ~= ._, + ... -t---- ~~_.~_! ._-., I ".~--.." :!1' ." I ,'.... .~-- ;' ---- .. 1-i:- i-. , ,j "_c_L 1, Clearing, per acre 3. Common Excavation, per cu, yd. 4. Loose Rock Excavation, .._-, 5, Solid Rock Excavation, per cu. yd, per cu. yd, 6. Common Borrow 7. Loose Rock Borrow, S, Overhaul for each 100 ft, per cu. yd. per cu. yd, per cu, yd, per cu, yd, per cn, yd, 9, Riprap, hand placed, 0- 10. Slope Walls, 11. Concrete, 1st class, 12, Concrete, 2nd class, per cu, yd, per cu, yd, 13, Structural Steel Shapes in place per lb, per lb. per !in, ft, 14, Reinforcing Steel in place, ---- 15. Pipe Rail in place, 16, Guard Rail in place, per !in. ft. per M. B. M. per Un. ft. per Un. ft. per Un, ft, per Un, ft. per Un, ft. .-- "T 17. Timber in place, IS, PiUng in place, below cut-otf, 19, Piling in place, above cut.otf, -- . 20. Cribbing Logs in place, 21, Culvert Logs in place, 1- -__ ~ ~.-- .- + 22. Porous Tile, in place, 4" L_ 23, Porous Tile, in place, 6" per !in, ft. 24. 6" C-. Culvert Pipe, in place, 12", per Un, ft. Culvert Pipe, in place, IS", per Un. ft, Culvert Pipe, in place, 24", per Un. ft, Culvert Pipe, in place, 30", per !in, ft. Culvert Pipe, in place, 30", per Un. ft. I t,~ 2.0'~ - ~3.' 0 0 --...; ...--. ~f~~ 0:0 '..: ~" , > ~, >,~ ~~'i. '.-.-" - t.. 25, 26, 27, 2S, 29. 30, 31. 32. Surfacing, in place, per 33. Force Account-per bills and resolution attached Totals, 1.5:' ;Jif per cent. retained, as per contract, per cent. to be paid by county, ':; 23';; o~ I 32320;' ,j _ A" ')\,'W , per cent, to be paid by state, : ' 2 7Lf 71.-5 '271f"z,.s Approved by Board of County Commissioners of................._...........................................................Cowaty This..................day ot......................................., 191...... Ohairman. Leave this space blank for use of Highway Commissioner. 1 hereby certify on honor that the above estimate is basea upon actual measurements ana that the same is true ana correct. Oounty lilngineer. 1, .............................................................................., having first been du.ly sworn, ao hereby aepose ana say that the above bm is true ana correct; that the work was actually performea ana material turnishea as therein chargea; ana that there is due me this aate, accoraing to contract, the sum of $............................................................, ana that the same or any part thereof has not been paia. '\ (SIGN HERE) ............................................................................................................ for ............~................................................................................... OZaimant. Subscribea ana sworn to before me this................................aay of........................................................, 191...... A.pprovea................................................................................ f r t, . L.,," " (SEAL) Notary Public, Resiaing at.................:........................................ State Highway Oomm,i88ioner, )'-.. AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N 0.................................................................................... A 'TI'W'IJITI,t, $........................................................................................... To............................................................................................................... Accownt of Appropriation for Instructions-Read aud Follow Make vouchers In duplicate. Send original and duplicate to State Highway Commissioner, Be sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper, C. W. CLAUSEN, State Au/Utor. FRANK M, LAMBORN, PUBLIC PRINTER ~ ._~-'__L,_,_..:...."'--'_,...". ;.'. -':_,-:.:..:"'--:...;;;.:,....<~ '~~' "'i'.__,.'," . ~.~~; e e ";1 :i I..>. '~?':\~i1. :':";'~':;~_ (TO BE USED FOR ROAD ESTIMATES ONLY) STATE OF WASHINGTONe e . TO_.....J,a,h1.,e..s;.",...."H.!.....CO.ijM,e..,.."",.., "........,..............,....................................... DR. ....1~U1..,.......~.}......................., 19~ (Postoffice Address) ........E9..~.t............,..1.9..Wll.Q.e.~..........................................................................._... Pe'1'1TUJlTl,ent Highway No....!f....E..........., County.....J.e.-=rfe.r..s.o.n.., Contract No............................, Estitmate No.......Z...............-.......- PRICES QUANTITY TOTAL PREVIOUS PRESEN!I! / t?J z..oi 1. Clearing, per acre 2. Grubbing, per acre 3. Common Excavation, per cu. yd. 4. Loose Rock Excavation, per cu. yd, 5. Solid Rock Excavation, per cu. yd, 6. Common Borrow per cu, yd. 7. Loose Rock Borrow, per cu. yd, 8. Overhaul for each 100 ft, per cu. yd. 9. Riprap, hand placed, per cu. yd. 10. Slope Walls, per cu. yd, 11. Concrete, 1st class, per cu. yd, 12, Concrete, 2nd class, per cu, yd, 13, Structural Steel Shapes in place per lb, 14. Reinforcing Steel in place, per lb. 15, Pipe Rail' In place, per lin. ft, 16. Guard Rail in place, per lin. ft. 17, Timber in place, per M, B. M, 18. Piling in place, below cut-off, per lin. ft. 19. Piling in place, above cut.off, per lin. ft, 20. Cribbing Logs in place, per lin. ft. 21. Culvert Logs In place, per lin. ft. 22, Porou~ Tile, in place, 4" per lin, ft. 23. Porous Tile, in place, 6" per lin. ft. i L I / I .. ' I 24. Co.., c.., Culvert Pipe, in place, 12", per lin. ft, Culvert Pipe, in place, 18", per lin, ft. <:.one... Culvert Pipe, in place, 24", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin, ft. 25, 26, G t" q V Q:..I Surfacing, in place, per 27. 28, 29.1-'-/I'np S"lm +0 t::,~~l Corr\ ~ 30. 31. IS: Pr\c. ::: ~lt~~~i CO'';} bj;~na~~~~~;;t Totals, 20 per cent. retained, as per contract, per cent. to be paid by county, per cent. to be paid by state, 2-0 -gl () bO Approved by Board of Cownty Commissioners of..............................................................................County This..................day of......................................., 191...... Leave this space blank for use of Highway Commissioner. Ohairman, I hereby certify on honor that the above estimate is basea upon actual measurements ana that the same is true ana correct. tru .!'- oo.,;.;~ ;.~,;;;;-.;;.~~~,~:;:.~~~=::=:;;~.~;:~2:~~=~~~ te, (::::i:~:}~~~.~::........~~..~::..:~ $::::::::g;(~7~:.-:::::~.:~::a.~._~he.8:~.~~~e~b~:~~ / OZaiman.t. Subscribea na s orn to before me this...........................__.. 0,11 of ....... ....__..______........................____..., 191...... Ar!..rove ----...--.........--..--.....-----..---....--.......--..............--......---- ( SEAL) Notary Publio. Residing at______........._____.___......________...........__..__.__ State Highwa.y O0mmf.8sioner. AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N 0..................................................................................... A '1TUJ'I.lInt, $................................. .......................................................... e To...................................................................................~.......................... Account of Appropriation for e Instructions-Read and Follow Make vouchers in duplicate, Send original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where required, Warrants will be sent by ordinary mail at risk of 'payee; or, will Ire registered if full postage is enclosed with I."equest to register, Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper, , C. W. CLAUSEN, State Auditor. FRANKM, LAMBORN, PUBLIC PRINTl!IR . STA.TE FORM No: 33-1917. (TO BE USED FOR ROAD ESTIMATES ONLY) STATE OF WAS~GTONe / e __Q~f:C~___~~~~;J::'=~:;::~=~~~~==:==~~~_______~~ Permanent Highway No..d:b....m...n' CO'l.(,nt~.6..~~~.9......., Contract, No............................, E8titmate No.........G._............._....." ~i 1. Clearing, per acre I f':3 Per acre ?-t:J f per cu. yd. 2. Grubbing, 3. Common Excavation, 4. Loose Rock Excavation, per cu. yd. ,5. selia Reel. E:a."llvation, lie! pal?' per cu. yd. 6. 0em1'Ylot\'Q j3:nl"r.&W cU/v, E...,tc. per cu, yd. I 7. ~ow, 7)/:fc.h E-.J.!~r cu, yd. / 8. Overhaul for each 100 ft, per cu, yd. 9. ~ed, 1'1 Uc:.k.. per cu, yd, 10. Slope WaIls, per Cll. yd. 11. Concrete, 1st class, per Cll. yd, 12. Concrete, 2nd class, per cu. yd, 13, Structural Steel Shapes in place per lb, 14. Reinforcing Steel in place. per lb, 15. Pipe Rail in place, per lin. ft, 16. Guard Rail in place, per lin. ft, 17, Timber in place, per M. B. M. 18. Piling in place, below cut.olf, per lin. ft, ___.._.n.."_____..+. 19. Piling in place, above cut,olf, per lin. ft, 20. Cribbing Logs in place, per lin. ft, -."--""'-'''-'.'- 21, Culvert Logs in place, per lin. ft. 22. Porous Tile, in place, 4" per lin, ft. 23, Porous Tile, in place. 6" per lin. ft. 24. C::On C. Culvert Pipe, in place, 12", per lin. ft. Culvert Pipe, in place, 18", per lin. ft. Culvert Pipe, in place, 24", per lin. ,ft, Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. 25. 26, 6ra Ve./ Surfacing, in place. per 27, 28. .29.J..(),l'/.7p 5urn -h e7ua! Co 30, 31. 32. I - I / / Ey..!er;!/o,?-fo CO/?frac:r. 88. .Pnl"e<J AeesliBt :pt:r 13111s RBII r(}~l\ll1tton Slttst(lh{'iI _ Totals. 20 per cent. retained, as per contract, per cent. to be paid by county, per cent. to be paid by state, PRICES / tff QUA.NTITY TOTAL PREVIOUS 1/ :3.6 3~ /50 t'-l -.t-... /7, rl e. Approved by Board of Cownty Commissioners of......................n......m............nm..........nnnn.....n...County ~. ..... ...........day of.....m..7/~'..j..n.:..m..n.......' 191;..... 1, r 1 t ,,~ .,. -'''''''',/''~ . 'm" ..;...::..I,,::...!,:.::;.J.. :::;I.:.~~:./l.-:::...S:.:'~:..:.-:.:+....mn... "."" I' /1. l..,.( Leave this space blank for use of Highway Commissioner. 1_" 'mi" on honor that th, a_ ,"'mat, " ...,. .~:/t!3;:~:::=t::::::::_::::~__ ~r:n' , Oounty JiJngfneer. I, ..000....000.000.....000.000...:000..000000000...........................00.... having first been duZy sworn. do hereby depose and say that the above bin is true ana correct; that the work was actuanzertoz:ea ana materiaZ furnished as therein charged; and that there is due me this . L.3 ..-:s . date. accord~ng to contract, the sum of $'00 .00 00.000.." ..:n.lf..ooo..ooo.nn........ooo....' and that the same or any part thereof has not been paul. (SIGN HEBE) ......000.00.000.............00000..00..000...........000...........00...000...........................00... for 00.....000......000...000.....................000.............0000000.0000...................... OlOllmant. Subscribed and sworn to betore me this..........m.ooom............day of..........ooo..................................m....... 19100.00. ( SEAL) Notary Public. Residing at.............ooo...................................ooo.... Approved.nn............n..........................m....mooo.ooom.m............ State Highway O0-m.mf8sicner. _1. """'-O-....~..:"~ , ~ AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N 0........._.......................................................................... A mownt, $.........................................._............................................... To..................................................................................._......................... Account of Appropriation for :1 .\ Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner, Be sure to sign both copies as payee; have duly sworn to and certified where required, Warrants will be sent by ordinary mail at risk of payee; or, will ~ registered if full postage is enclosed with request to register. Make out your. claim on this sheet alone, in order to avoid cumbering the files with useless paper, C. W. CLAUSEN, State Auditor, FaANK M, LAMBORN, PUBLIC PRINTER , I 1 .V ',.. ,;,V~).' . ..'c..~~~:,,~fu~<o'- ~-..~~:_;.:~:...~,~~:;;,'~-, t,-;.,":-,-.....-.-;..:'!"'~..-,..,~-~ '-'~.J':A~-;~-,~~.~."~.~~0'!f~~ e e ti (TO BE USED FOR ROAD ESTIMATES ONLY) .)t .~~,~i::'::':/:'~""Y~I' ORIGINAL-DUPLICATE.. .' STATE OF WASHINGTONe tit To_JgrJ:::1c;.:2_jlC'7t,4e:-~____DR. ......m'{:.....-!!::...m.....m.' 1~ {Postotfice Address ).......__..'Eb.c.t.m.......LQ.h~~l:2CI..!.........~;-;;....~m...'..............,.........._,_ Permanent Highway N o.!.!:..~........m, Cownt~_E.:{;;,.c..;F..~m. .~m, Contract, No............................, Estitmate N o.........:-f?..._.................._. PRICES QUANTITY 1. Clearing, 2. Grubbing, per acre per acre 8. Common Excavation, per cu. yd. per cu. yd, per cu. yd. per cu, yd. ~l. :: . ,..,'*n .....,.,'.".'"." '6 ........ . ;, 7. Loose Rock Excavation, ..&>1111 R".::I!.. Excavation, '~rd .i? fie. C11'J- Common Borrow G/..'I- Ei C . Loose Rock Borrow, .{)rk:h E xC ' 8. Overhaul for each 100 ft, per cu, yd, per cu. yd. per cu. yd. per en. yd. 9. Riprap, hand placed, /11 uck 10. Slope Walls, 11. Concrete, 1st class, 12. Concrete, 2nd class, per cu. yd, per cu. yd. 18, Structural Steel Shape.s in. place 14. Reinforcing Steel in place, 15, Pipe Rail in place, 16, Guard Rail in place, per Ib, per Ib, per 11n. ft. per Un. ft. per M. B. M. per Un. ft. 17. Timber in place, 18. Piling in place, below cut.ofr, 19. Piling in place, above cut.ofr, 20. Cribbing Logs in place, per Un. ft. per Un. ft. 21. Culvert Logs in place, per lin. ft, 22. Porous Tile, in place, 4" per Un. ft. per 1\n. ft. 28. Porous Tile, in place, 6" .24, LOY;C, Culvert Pipe, in place;. 12", per Un. ft. Culvert Pipe, in place,18", per Un, ft. Culvert Pipe, in place, 24", per Un. ft. Culvert Pipe, in place, 30", per 11n, ft. Culvert Pipe, in place, 30", per 1\n. ft. ~ pl, 25, , o.,26'Gra ve / Surfacing, in place, per 27. 28, 29. )o;"p.::5vm ~ eYcJQ I cool 80, 81. ::: 'E&i~"~~.nl..f~:?:Z Totals, 15'. per cent. retained, as per contract, per cent. to be paid by county, per cent. to be paid by state, Approved by Board of CO'lllnty Commissioners TOTAL PREVIOUS PRESlllN~ ".. j Leave this space blank for use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actuaZ measure nts and that the same is true and correct. 91(1 ..... ....m.. ....m .. ... ........m.___....___..............mm..m..m..m..m___.... ? ' I Oountyl!Jngineer. .... ......... 'm'" .. ..... .~...... :t~aving first been duZy sworn, do hereby depose and say that the above bin is tru and orrect; that the work was act Hy performed and materiaZ furnished as therein charged; and that there is due me this te, a ording to tr ,the sum of ..::::~:.::??~;;..:::~..:::..:~:7:a.t t~e .~: o~.:=m(37~' ~:~..~;::i~: >,,-r-...~Z' OZa4mant. a orn to before me thiS---.------.---.....---...7 ..day 'of ....... ...___._________..___..___..___.......______., 191...... C7ed.m...............------..---.m.............mm......................m.. (S'EAL)........m....---.............---...........................------N~t;;;v..i;~bit;,:...... Residing at..___.......m............___.............______......... I : , l State Hig'hlway 00mmi88ioner. ~~~-:-n" AUDITOR'S OFFICE STATE OF WASHINGTON Warrant No.........,........................................................................... A mount, $........................................................................................... T 0...................................................................................+......................... Account of Appropriation for Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be .sure to sign both copies as payee j have duly sworn to and certified where required, Warrants will be sent by ordinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register, Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper, C. W. CLAUSEN,' State A.uditor. FRANK M, LAMBORN, PUBLIC PRINTER '-Ii' ~".,:..>.", :"i.. ~:' ,,- .a:~ -.....j;~ -, " ;,; -' ~. ~"::-~ ., --- e e . _'1 ,i< rC"~~TATE FORM No. 33-1917. (TO BE USED FOR ROAD ESTIMATES ONLY) r ' I ~:~_:~:E!~~~~---~-7Z, Permanent Highway No...:!1.:::.E...on...., County...... o. '''on ..........., Contract No........_.................., Estimate No.d:.:~.: PRICES 1, Clearing, --.-.---....-.- ---.._"--._._~_. --~.. I ,.- 'I.... .. ... I 1 I ! _~_~ru~~}n~... ... ,-_.?~_9.0!J1P:10D. l3J!c.av~tion, .,' .~rll:~r! J;l~r~!~ Pllrcu,.y.ll' _Plll",Cll.~<l' per cu. yd. - -. - . ___~_.~2~..R.oc:~,~:s:cavltti()n". 5. Solid Rock Excavation, 6. Common Borrow per cu, yd. ,.--.'i:._~~~se~o~k..:E!orrow, ~_~ _.()'V:~rE:~ll!f~rE!Il.<;h .100. ft. ____l:l,.!t!prllp' .I1aD.d placed, . 10. Slope Walls, per cu. yd. per cu. Yci, . , percu, .3'd. per cu, yd, I I I.... I I' 11. Concrete, 1st class, .,------.------ -..-...-----.-....--- per cu. yd. ._---"--- ~,__<:o.n..<:!ete'_.~~.<:la~'_.. ,'... J;l~!cll':'3''!' ~___~l!,_..Eltr1,1c~....llt.e~._S.Il,8.peS ..iD. );llace .. per lb, _-.!!....!leinforc!!1$ St~UIl_pl!l~Il',.", 15, Pipe Rail in place, -- _.._.._--_._~--~,-----_.,.,..- -'--' . ._Pll!'.1bL per Un. ft. _!~, Gu~rd ~~!...~~_pl~.!:>._____. _.____.___. ,pe!...!ill:'~~' -- ~.. - - -- - . -- I _.!!:._ Timber in pl~~____,___ per ~,,!l.:.. M. 18. Piling~p.I.ace,~IQ.'!..(lut'oI!L_.._ _..__~!'ip.. ft, ..:-__!l:l.",_Pil~g_!.n .p1.l!ceLlt.l>().Vll.~t:o~ _ '" 20. Cribbing Logs in place, " peI.'JlIl._~t, pel' Un~ ft, __..__.C'llI~e.rt~iJ;le,~J;l!Il~e,. 2.i'~J;lel:,I!n.~. Culvert Pipe, in place, 30", per Un. ft. _<:Illv.lll"t _PiPj1,JApla~> 30", pel".l!J:l' J.t, 25. 26, ...__ Sur~~in~ .i~ p!ace'_.lIe..r 27. 28. 29. 30. 31. ,.._.;;:-'~O~C~~~:d To!als,. 20 er cent. retained, as er contract . p~ c~!lt~.t~_.l!e.llll.idb.~ .county, per cent. to be paid by state. Approved by Board of County Commissioners of................._...........................................................County This..................day of......................................., 191...... .~ 'C", .>.',;',',' :;~,;:,<...., . ORIGINAJ.r-:..:DUpticiT1i; -- QUANTITY PRESlllNT ,1 TOTAL PREVIOUS 'i ..J . -.J--- i I i I I I ._._-~--L.~~._. .,~-- I t .i I i \ I , I t I ! 1 I ...,.-.t...,.....,- .....-.j.'''''' . --- -.--r--.+'~-'-" I -'.=-. .t=._=~=--- I ....-t-..-. -" . \.-.-- ....t..-. , I --.-..- !- .......- . I ..~. --'1- ' .... '-0- : -~-L~.~:. ... ' ...- I I I I r I - ..-t I .. .--, Ohairman, Leave t.his space blank for use of Highway Commissioner. --t! e J I hereby certify on honor that the above estimate is based, upon actual measurements and, thcit the same is true and, correct., Oount'llIilngineer. I, ___...______.___............___.___.___.....___......___..............______.., having first been d,uZy sworn, d,o hereby d,epose and, say that the above bin is true and, correct; that the work was actually performed, and, materiaZ furnished, as therein charged,;.and, that there is d,ue me this date, accord,ing to contract, the sum of $_________.........___...___..___.......___...___..___..___.., and, that the same or any part thereof has not been paid,. (SIGN HERE) ...___..................___..........___.......___.............______...m....________.............m..... 'for .___....___........___........._____.......______....._________.______...___........._________.. OZaimant. Subscribed, and, sworn to before me this..___.............___.___...___.day of......................................___o.............., 191...... (SEAL) Notarll Public. Resid,ing at................______....______..............___.___..___ Approved,_________.............____________.___..______.___.............................. ,- '. '.f' ------..---.....................................................-.....................-....--..-...._---..----------.;--------_......-------_...;..._.~.......... State Hig'hwa'll O0mmi8!1 "r J ;.,' " :_~"','-':. : t.... u ~"""'';"' .-:' AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N o.........~.......................................................................... Amount, $.........................................................................,................. T 0............................................................................"....._.......................... Account of Appropriation for ~ ,;' ~ 'Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commission(lr, Be, sure to sign both copies as payee; have duly sworn . to and certified where required, .. Warrants will be sent by ordinary mail at risk of payee; ',or, will, be registered if full postage is enclosed with request to register. Make out your claim on this' sheet alone; in order. to ::, avoid cumbering tl:!e files with useless paper. . , C. W. CLAU~IDN, State Auditor'; B'RANl.tM.LAM~ORN, PU~LIC PRINTER ".:.,:'~..:.....:.:...:.,~_.~.t<'"',.;._, e e .--~..--"'...., .. (TO BE USED FOR ROAD ESTIMATES ONLY) . ":";' : ~'i;: ,,:'~"" STATE OF WASHINGTONe e To.....Ja.s"..."tL.""CQ,~n..e",...",..,..,..,',..,",..,".." ,",'..'"..",...'"...,'....',.....,....,..",............. DR. ...Q.~t........I,.......n.................., 19 ~..~ (Post office "Address) ....E1..r.::+......=r;:\l~.t1Se.n.cl.j......v.v.tJ..,................n............,................................... Permanent Highway No..!f:.:~..E........., County..J~f.R.r::.s.Q!.1...:....., Contract. No..........,................., Estilmate No..?f:.;t...Ell1.4.L...' PRICES 1, Clearing, 2. Grubbing, per acre per acre 3. Common Excavation, per cu. yd. per cu, yd, 4, Loose Rock Excavation, __.__:__~e~~..~~k.~xc~~at.ion,.Hq,..d pClI"percu, yd, 6, ~-i'leffeow C \ ~ per cu, yd. U \/. ~~c.. 7, Leese.ReEk B9lrell'DH-c..h a'iC, per cu, yd, 8, Overhaul for elrCh 100 ft, per cu. yd, 9. &4!J:Pl? JaaRil. lllaeell, M L.l c.k '10. Slope Walls, per cu. yd. per cu, yd, 11. Concrete, 1st class, 12, Concrete, 2nd class, per cu, yd, per CU, yd, per Ib, per Ib, per lin, ft, per lin. ft, per M. B. M. per lin. ft. 13. Structural Steel Shapes in place 14, ReinforCing Steel in place, 15. Pipe Rail in place, 16. Guard Rail in place, 17, Timber in place, 18, Piling in place, below cut.olf, 19, P1l1ng in place, above cut.olf, 20, Cribbing Logs in place, 21. Culvert Logs in place, 22, Porous Tile, in place, 4" 23, Porous Tile, in place, 6" per lin. ft. . per lin. ft, per lin. ft. per lin. ft. per lin. ft. 24. Co " -.....-... ' .tl-.... Culvert Pipe, in place, 12", per lin, ft. .....-..-..---. ,....- -_. Culvert Pipe, in place, 18", per lin, ft, Culvert Pipe, in place, 24", per lin. ft, Culvert Pipe, in place, 30", per lin, ft. Culvert Pipe, in place, 30", per lin. ft. lloj Cone. . -25. 26'G 'I Surfacing; in place, per C4.Yd. " r(;lV~ 27. 28, 29, 30. '31. 32141Tlp S4tT1 +t> ~l.lQI Co'''1+. &,'c:. 33. Force Account-per bills and resolution attached Totals, 10 :::!o'Per cent. retained, as per contract, percent. to be paid by county, per cent, to be paid by state, A.pproved by Board of County Commissioners QUANTITY TOTAL PREVIOUS PRJIlSENT 73 '4-.7 '+7.1 t:J -~. 3." .If ISoj.Lf Z8'. Leave this space blank for use of Highway Commissioner. ot..m.. ( SEAL) at the same is true and. correct. State Highway OommissioM1'. AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N 0........._.......................................................................... A mount, $........................................................................................... To..................................................................................._.......................... Account of Appropriation for Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner, Be, sure to sign both copies as payee; have duly sworn to and certified where required, Warrants will be sent by ordinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the flIes with useless paper. C, W, CLAUSEN, State Audftor. FRANK M. LAMBORN, PUBLIC PRINTER '1 . _ _~~~-:.._~~~ -..;~\.k~ 'T' _,-1 ,~~ e e ~~~~~l;~~:~:'~~,~iZJ~:~";~t"C'i"~" >'<!'C'~;6J;;"~~~~D FOR ROAD ES;IMAT~~;LY)' .~., F" ' ~"STATE OF WASHINGTONe e l TO ......,Jqs..,.....H.....Co~,ne...................,.......,............ ...............................,..,......,.......0 R. ,..A~........l,..m...........m...........' 19l::..~ (Post office Address )...mf?Q.r.t:m....m..lQ.w.n..s.~nc\..t.......W.tl..I..;..........m....mm................................ Permanent Highway No...4:::..E..........., County..~.e.ffe.r:::.s.o.t::\~m.' Contract, No........_.................., Estinnate No....3............................... PaICES QUANTITY 1, Clearing, per acre Jt3 .38 2, Grubbing, per acre 201 g 3. Common Excavation, per cu. yd, 4, Loose Rock Excavation, per cu. yd, 5. ~IIa Rvd! Excavation, ~ ol Pea" per en, yd, uQlt.' 6. OSIBI!rreB :H8FF8W_C , E.."C. per cu, yd. .&.1 \j,l 7, I.eose DB;" 1>n~QW, Ditc:.h E-Xc.per cu. yd. 8, Overhaul for each 100 ft, per cu. yd, 9, iM}J.a.a.l1, 1.."....8. 151lu:~S., M"4ck, per cu, yd, / 10. Slope Walls, per Cll, yd, 11, Concrete, 1st class, per cu, yd. 12. Concrete, 2nd class, per cu. yd, ,"" 13, Structural Steel Shapes In place per Ib, 14. Reinforcing Steel In place, per Ib, 15. Pipe Rail in place, per IIn. ft, 16. Guard Rail in place, per IIn. ft. 17, Timber In place, per M, B, M, 18, Piling In place, below cut,olr, per IIn. ft, 19. Piling in place, above cut,olr, per IIn. ft. 20. Cribbing Logs In place, per IIn, ft. 21. Culvert Logs In place, per IIn. ft, 22, Porous Tile, in place, 4" per IIn. ft. 23, Porous Tile, In place, 6" per IIn. ft. 24, C~nc. L, Culvert Pipe, In place, 12", per IIn. ft. Culvert Pipe, In place, 18", per IIn, ft. Culvert Pipe, In place, 24", per IIn, ft, Culvert Pipe, In place, 30", per IIn, ft. Culvert Pipe, In place, 30", per IIn. ft. COrtc. 25. 26. G ,surfacing, In place, per C'-lJ1e1, . , 1"0\\1 eo "'0 27. 28, 29, 30. 31. 32, 33. Force Account-per bills and resolution attached Totals, I~ ~er cent, retained, as per contract, per cent. to be paid by county, per cent. to be paid by state, Approved by Board of County Commissioners of............m.................................m.................mm...County This............m...day of...m.......m....m..m..........., 191...... Ohairman. 1 log 1'"( IS -i'~':."t;'.., i ~"~~~~'~:~l ORI~tN.u.-:..I)"(:r ~~ TOTAL PaEvIOU S PRESENT #:9 (P. I SO glf 1fT! 0 .7;/ 0:9. Leave this space blank for use of Highway Commissioner, Subscribed and sworn to before me this___..___............ooo.oooooo..day of___..___...___.....___.............ooo.....ooo.....ooo..' 191___... (SEAL) Notarll Public, ReSiding at.........................ooo......___..................... 1 hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. Oounty l!Ingineer. 1, ___....m..ooo...oooooo..ooo.oooooo...ooo..ooo..ooooooooo..ooooooooo......ooo' having first been duly sworn, do hereby depose and say that the above bm is true and correct; that the work was actually performed and material furnished as therein charged; and that there is due me this date, according to contract, the sum of $m..nmnnoooooo...oooooo..ooo.......................n.' and that the same or any part thereof has not been paid. (SIGN HERE) .___......,..........................___..nn......n...moooooonoooooo..nooo........n.............ooo. for .ooo......n.......mooon__..mooo.......nn.ooonooonooooooooon..nnooonn..___mm.. OZaimant. A.pprovedn................n.m..............n.......ooon.m.m.................... State Highway Oommi88ioner. f "~~".. 'c:i:-,. . - '- ~ ; :f AUDITOR'S OFFICE STATE OF WASHINGTON Warrant N o.........~..........................................................._.............. A mount, $........................................................................................... e T o...................................................................................~........................., Account of Appropriation for - ~1 _-~2.~~_~ Instructions-Read and Follow Make vouchers In duplicate. Send original and duplicate to State Highway Commissioner, Be sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mall at risk of payee; or, will be registered if full postage Is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C, W. CLAUSEN, State Auditor, FRANK M, LAMBORN, PUBLIC PRINTlilR STA.TEFORM No. 3~1917. (TO BE USED FOR ROAD ESTIMATES ONLY) STATE OF WASHINGTO~ e TO,.....~.2,..!."..,',..,",..,',..,:...,',....,Gy9,~..:,,",..,' ""........"...."""'...."'..""...,...........DR. ,u)-4--~----. 19;{ (Po"olfiee A4~--~&C~~/,QJX9,,:2e::L2.;L~/)_:_~----_ Pe~nt Hzghway No..4~m..m..n. Cownt~nm..mm.k?m..O..:.m. Contract, NO.........................m' E8t'llmate NO................._..nn............... 1, Clearing, per acre 2. Grubbing, per acre 3, Common Excavation, per cu, yd. 4. Loose Rock Excavation, per. cu. yd. 5. 'Belid Rod.-:JjJxcavation, Ii:. / /7 per cu. yd, .. ~ ,.f'ilO. 6, ClIlQlBen Borrow (Z~ .,; 5 per cu, yd. G/. Ve, >'C. 7, Il/llsS Roek Bop-row,.D. i; i? ~ per cu, yd, , ~ z::- )(C. 8, Overhaul for each 100 ft. per cu. yd. 9, ~rAp ~g,nd--placed, AlvcA- per cu, yd, 10. Slope Walls, per Cll, yd. _.~..~._...._..,.,'_..c,.._____._.._ 11. Concrete, 1st class, per cu, yd, 12, Concrete, 2nd class, per cu. yd, 13, Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb, 15, Pipe Rail in place, per lin. ft, 16. Guard Rail in place, per lin, ft, 17, Timber in place, per M. B, M, 18. Piling in place, below cut-olf, per lin. ft, 19. Piling in place, above cut,olf, per lin. ft, 20. Cribbing Logs in place, per lin. ft, 21. Culvert Logs in place, per lin, ft. 22, Porous Tile, in place, 4" per lin. ft, 23, Porous Tile, in place, 6" per lin, ft, 24, C::CV;C. Culvert Pipe, in place, 12", per lin, ft. Culvert Pipe, in place, 18", per lin, ft. Culvert Pipe, in place, 24", per lin. ft, Cor;c. Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. 25, 2iC 27. 28. 29. 30, 31. , 32:" Surfacing, in place. per 33. Force Account-per bills and resolution attached Totals, 157 ;% per cent. retained, as per contract, per cent. to be paid by county, per cent. to be paid by state, A.pproved by Board of Cownty Commissioners nmnmm....County f.. . n. nnm. :.... .mmn, 19~ Ohairman. PRICES QUANTITY TOTAL PREVIOUS PRESENT , I t'--t~"'-'-i-" +.~ .j... .-i-.f.. : ~ I l 'r--+- '.:_:~.:;:....' :,:..:~ or "J-. I hereby certify on honor that th.e above estimate is based upon actuaZ meas rement nd that the same is true and correct. 3t Leave this space blank for use of Highway Commissioner. I~ oo';~~~~.:'~::"~; :~~=:~=:::;;i.:~}~~=::.~ · .(,::)~_.tr." ~ :~:::~~~:::~:.t "~t54?~':~ to before me thismm..c,J m.. m./aay ( m........;...' 191Z.,).~ APrved.. ......_.................m.....m_..........:.............._............... (SEAL)"2i~ '~esia~~:~::::~~~:~.~:.~~::~::~::~~~~:::::::. i.,... ( State Highway Oommi88ioner, ,,~,,-,-'C-1-~~"" : ~- ." ~- -., " T '~~ '-"7 - ~'--'."-~ AUDITOR'S OFFICE ST ATE OF WASHINGTON Warrant N o.ooo.....~......ooo..ooo....ooo.......oooooo.............................ooo........ A rruJ'UITl,t, $.000...............................................................000.................000. T 0...............000......000....000.....................000..000.000000000.....000.._000.......,000............ Accownt of Appropriation for Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner, Be sure to sign both copies as payee; have duly sworn to and certified where required. .' Warrants will be sent by ordinary mail at risk of payee; or, wHl be registered if full postage is enclosed with request to register. ' " Make out your claim on this sheet alone, in, order to avoid cumbering the files with useless paper. ' C, W.CLAUSEN, ,State .ilud#or. .... FRANK M:. LAMBORN, Pt1llLIC PRI~it; . ---...I.....- ~ ' - -~::"'-:"':'--~""""'- "~"",~'~lit:~~~~~-_- '''~ '....'..~ '-~ '1 '! e e ,,!;~i}F:\ '/i'~rYj:"\.;'t .;" .,' "., ~""""',<-, ";.i>'}'!ff~";";;-~~-?' ~,' '"V?~~<'-~"!""?>"~0; i"--'.k,,~. :;:1,,-, ~o" '~.,' . E;TA'ttfl;: qF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA June 22, 1925. . ! -:'~~ l t ; ',-- r, f Mr. S. B. Edwards, Co~ty Engineer, Jefferson County, ~, r Port Townsend; Wash tngtol1o. ~. ~ ~ermanent Highw~ 4-E. !' ~ :"~ . Dear Sir: ;... We are enclosing copy of estimate No.1 for the above improvement as passe~ for payment. The pro-rated unit p~ices $hould to carried out to two decimal places only. In accordance wit~our recent circular letter 15% has been retained instead of 2~o. We are also enclosing copy of pro-rated estimate which will be used in checking monthly estimates for this improvement. Very truly yours, J. W. HOOVER State Highway Engineer .lWA; % .. .HVH / JWG ~:B Geo. T. McCo Asst. State Hwy. ~ngtneer. ',T'C '"~7;'C1";"';'? (~;' m-~"'~C"1;',t3T~"~;"'-="7~::';~;';;;-~;:"?~;F~5::if},' i' mFERSON ,COUNTY ~ ," .'~ " . ',' .... I Permanent Hlg~wayNe.~~E Prorated estu~te' equals 11.5:55e5$ equals 1.Q~T.91, 3 11 ,Q~~.:,!': ; " 'f.5Acres "4.0" " 6&30 Cu.Yds. teeo " " 1000 " " 100 " " 100 " " 19Q ff If Zf)l)() "" :5211 Li.n.ft. . 36 ',," 'l,e25 cu. ya,s. Clearing ~ Grubbing /" Ex. cOlmllon ,,/ ". harctpan/ "100$& rock v' "culvert ./ " ditching /' :: ' ~~:~haui''/ ,', ,Plt:dlll cone. pille .12" ~, Rein!. "" '" ,24" /. Gravel V ' " / ' L1UIlps'WIltoequa.!. cQ!(~ract 'Cont;ract price . ,-,,-:c',_.-., ',-. "_'_'. '__,". .. JUN 18 1~25 1183.38 209~58 , .6~ .64 1.31 1.Q5 1 €)f) " . 1..Q5 .@'f 1.68 4.19 1.5'1 price $1.338..67 8$8,32 3155.60 . " 840.00 1.310.00 105.00 105~OO 105.00 210.00 549.36 150.84 2.866.2,.5 / . .' g~ 5J.""'- ~1,1555,"56, / 'IP. ' ;;~;~'~;l~ASHINGTO~O.USED FOR ROAD ESTIMATES ONLY) e TO..........,....."Ia..s...H.....Co,'1ne .."""""""..",....,......,......".. "..,..."'.....................DR. .....Ion.e.....L........................., 191.5... (Postotfice Address )...Xo..rJ.......1.o.wn.s.e.nd.............................................."............................"._... Permanent Highway No......4:':::E......, CountyIe.fJe.r.s.O.n..:...., Contract, No............................, Estilmate No........J...................._...... PRICES 1. Clearing, per acre 2. Grubbing. per acre 3, Common Excavation, per cu, yd, --' ... 52 4. Loose Rock Excavation, per cu. yd. 5. Solid Rock Excavation, per cu, yd. 6, Common Borrow per cu. yd. 7, Loose, Rock Borrow. per cu. yd. 8, Overhaul for each 100 ft. per cu, yd. 9. Riprap, hand placed, per cu. yd. -' 10, Slope Walls, per cu. yd. 11, Concrete, 1st class, per cu, yd. 12. Concrete, 2nd class, , per cu, yd. 13, Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb. 15, Pipe Rail in place, per lin. ft. 16. Guard Rail in place, per lin. ft, 17. Timber in place, per M. B. M. 18, Piling in place, below cut.oJf, per lin, ft. 19, Pilingln place, above cu t.oJf, per lin, ft. 20, Cribbing Logs in place, per lin. ft. H'_. ,. 21- Culvert Logs in place, per lin. ft, ---- ...-. '. . ....- 22. Porous Tile, in place, 4" per lin, ft. .. 23. Porous '.rile, in place. 6" per lin, ft, " 24. COr( C' . Culvert Pipe, in place, 12", per lin. ft, ~.~ Culvert Pipe, in place, 18", per lin. ft, Culvert Pipe, In place, 24", per lin. ft. Culvert Pipe, in place, 30", per lin, ft, Culvert Pipe, in place, 30", per lin. ft, 25. 26. 27. 28. 29, 30, 31- 32, Surfacing, in place, per 33, Force Account-per bills and resolution attached Totals, 15"" -ilQ..per cent, retained as Del' contract per cent. to be paid by county, per cent, to be paid by state, Approved by Board of County Commissioners of.................................................m..........................County This..................day ot......................................., 191...... i , QUANTITY . ,.,.,~ \ '.. .f ,:.., ,. TOTAL PREVIOU S PRESENT " I, .. .,...'+ .. ~:;:'1'::' ~1:: . 52:6 S:c 1000 i . \) q, i\~~1lI X" I ./" .~~ , ~ G~ /f; (} i . I I I I , I I .. r I .... I I I) 00 I i I I I , i ! I I i I I I I I I I ! I I i , I i I ! ~,:<1l:LI;;;::: 52.000 .. --+.-........- . ,., '. ....~, ,;" '" ,..: ., , . .._~- '''''' . -'..' '... , -..... ' I . - . I\.J'" ..,11:: ("\ 16'800 .-.-.... ,. ,--..-...-... .~ -.. ..-0.-.. --" '-' mo. '. ,l /... ,/"'I 'i6'~ ......... 00 , , ,., "'.... = ,., "',.., 1'\ r .., ,..,......., I '-]'03 to.j -SO~ A :> 1'720+5 '1 If.Q 4-~ Chairman. Leave this space blank for use of Highway Cpmmissioner, ..' "..... .. " .",,,<;' 1 hereby certify on honor that the above esti'f(kate is based upon actual measurements and that the same is true and correct. ;~ CountylJlngineer, 1, ...........000000..000..000..000000....000.000...000.000000...000............., having first been duly sworn, do hereby depose and say that the above ,bin i8 true and correct; that the work was actually p'6rformed and material furnished as therein charged; and that there is due me th1$ date, according to contract, the sum of $00000000....000....................000000..................., and that the same or any part thereof has not been paid. (SIGN HERE) ..........00000..000.00000...00000000000000........00..000000............000000000........00................ for "Subscribed and sworn to before me this........................m..mday of,...m..........m........m........................., 191...... .'-~--.;.----------'-------_.__.__._---_._--------_._---.-------------...--......-..-----.....-------.-------. Notary PubUo. ResiclinjJ' at..;...................,........................m........ Olaimant. 1 :'1~; ',':j7;; A.ppro:ved.....m........................,..............m....m.m................:'.... . ., "- .,'-", ".'.' '," :',.. ,'. "- -,;" --.....-..---.--.--...------.----................................-..........................-..............................................................----.."'. ';""'..-:"'1_,',>"-,", ~ AUDITOR'S OFFICE STATE OF WASHINGTON W an' ant No............ ----..-.-.-.--...--.-..--..--..-..--.---..---..---.-...--.-....-.- OS' A mount, $...._.........-.................................-...........................-.............. e, .,1. To.... -..-..--....---..-.....--..-.-....-.-..--..-...-......-..-.....--.........-............. Account of Appropriation for e .-- Instrnctions-Read and Follow Make vouchers in duplicate. Send. original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where :required. Warrants will be sent by ordinary mail at risk of payee; or, will 1M registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, In order to avoid cumbering the files with useless paper, C. W. CLAUSEN, State Auditor, FRANK M, LAMBORN, PUBLIC PRINTER ,.:._~.....~ ~_~.'.z"_. RESOLUTION 1118r..., Ontth8 18th _,. ot *'1, 1'25, a. 0011tl'8.0t ....enter.d lnto bet.eo the Stat. ot Waah1ngton. letter.on CO\UitJ, ..Ad lh..; H. OOlne ..s oontr6oto~, for the oon,truotlon of Perma-nent K1gh_, 1+ J: 1n Jefteraon OOUJ:1.tJ, a.a4 1'hea... 1 t d.l<S. DO t .pp..:r 0 1'1 the 18th d/li1 ot D.r. 1125. that sultlolent bla4.would. be ...8011&1>0 for furth.1' oonatwot1oD, .ncl .01'.', It 161. to the 'be.' inter..t of Jefter,oD. County 1;ha.t Permanent High.., ~. E be eatende4 to Stat1on25)+OO "~~') p "'" b-1 \ - '.. G)4~ :oa. ted.:. 1.111 <] I (f , I U \J v 1925 ~~ cH~.Z/~ Board of County Commissioners of Jefferson County, Washington. STATE FORM No. 33-1917. (TO RE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLICATE. ~T:TE OF W ~t%~T,-~j!_GY4e ............ _ . ____!R. _L!L.L.q~.__.L_, ~f (Po"aflioe Ll.ti-;::.!fL:_i'OJ::Yn~~j/J/q-'d1------ Permanent Highway No....... ...-==........, County.L.. .__ nu U .. ...~Q9 Contract No............................, Estimate No......... .......-..................-. PRICES ~ANTITY TOTAL PREVIOUS PaEsENT 1. Clearing, per acre /f.3 '3% ~ - lit:, 10 9/G l7r~ ;)j > 7'/9 ,//j I/;~ 2. Grubbing, per /!.cre ~ 1- .--.- ~,\ : /(. , {: I;. 3. Common Excavation, per cu. yd. ;)f.;> / ()tJO ~J-..3 75 ;. 5"~~ 1,5 -i 4. Loose Rock Excavation, per cu. yd. 5. Solid Rock Excavation, per cu. yd. 6. Common Borrow per cu. yd. 7. Loose Rock Borrow, per cu. yd. ; 8. Overhaul for each 100 ft. per cu. yd. ; 9. Riprap, hand placed, per cu. yd. I I 10. Slope Walls, per Cll. yd. 11. Concrete, 1st class, per cu. yd. 12. Concrete, 2nd class, per cu. yd. 13. Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb. .~ .- 15. Pipe Rail in place, per lin. ft. 16. Guard Rail in place, per lin. ft. .. 17. Timber in place, per M. B. M. ... 18. Piling in place, below cut.olf, per lin. ft. .. 19. Piling in place, above cut.olf, per lin. ft. 20. Cribbing Logs in place, per lin. ft. 21. Culvert Logs in place, per lin. ft. 22. Porous Tile, in place, .4" per lin. ft. 23. Porous Tile, in place, 6" per lin. ft. 24. (~I) <:. Culvert Pipe, in place, 12", per lin. ft. I.' It:, 00 IJb7 ~ IIbl ~.o Culvert Pipe, in place, 18", per lin. ft. Culvert Pipe, in place, 24", per lin. ft. ') Culvert Pipe, in place, 30", per lin. ft. / Culvert Pipe, in place, 30", per lin. ft. 25. 26. Surfacing, in place, per 27. I 28. 29. 30. 31. I 32. , 33. Force Account-per bills and' resolution attached Totals, J O'J.7 '0/ I .? ~.p.7 b/ 20 per cent. retained, as per contract, VO~ ~-I/ VOL :S-~ ,/ per cent. to be paid by county, I per cent. to be paid by state, / ~J-'t 07 J ~ J--~ ..0] i , Ohairman. Leave this space blank for use of Highway Commissioner. I~":'" '('f' on hono~t..t "".a',., "u...., " ,.". ..an~~ !'~ ( li /Z) . .' " ,. - Oounty Flngineer. I __.......... __....... .__.....ZL..~~..........~........., ing,first been dUZy sworn, do hereby depose and.saY that the above bill is true.an correct; that the work was a uaZZy performed and materiaZ furnished as therein charged; and that there is due me this date, cording to contra ,the sum 0 $"'--""';~"'" ... 'C" 17.....--.--------.........' and that t'f1,eJ same or any parYlL!' .t1J,er not been paid. /1. " ~.'.~::.a~..: ;:~~~~-~~~:-::t'-~; \ ~t::'~_ m__ /J~ ot...f~........ ................__....__.......__......., 191__.... ~ro d..__............................__................__....__.......__.__.__.__.... \ (SEAL) Notary Publio. Residing at............__.__...............................__........ State Highway 00mmi88wner. 'r ~;. ...- 'T AUDITOR'S OFFICE STATE OF WASHINGTON Warrant No.................................................................................... A mount, $........................................................................................... To..................................................................................................:.......... Account of Appropriation for r--~"-; }f,/~ .)~ "jll.A~ 'V,U' \ .' p'... J 'I, ffV y,/ Instructions-Read and Follow Make vouchers in du.plicate. Send original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee; or, will be registered If full postage Is enclosed with request to register. Make out your claim on ,this sheet alone, In order to avoid cumbering the files with useless paper. C. W. CLAUSEN, State Auditor. FRANK M. LAMBORN, PUBLIC PRINTER ~:'C""-:':':'-::'-,7:,-<;" ',' .. .. - ~-:~ ;"?O-~, w~ '.:~.;' ~-~ .~ 'j . 1~:;; ~,~ (~ \~~c~~cl . >:;:'.;J. - '~-'----)"':~~>"'; ~~'?,.i_'~:_~, t:~;.-~~ ;~r~ ~\ " ' " " \ ,,, "'" '1'\'1 I '1 \ \J) \ I I 'T\,) '" 'FlY '\,'KP\I JUlY] ""Iib." . . ~ ' J tl I) i"p ~ ... d .. , .', -00000.... ~~(~ . ';'JM).~~ r p,-'~ ~~~ Contract, Plans and Specifications For the Conetruotion of /"" -'-. PERMENENT HIGHWAY NOO.~~)- Office of the county, Engineer Jefferson County Port Townsend, Washington. -00000.... ... '--- c-' -'. .-. -'. . ,':",:,-,_:! ,-,:.. -' -. ..... d~" .... .''''''111'11' r2'~ "'-'. . ",,~.~~;.;~,~,;~~;j~~I;~~JJJei:e'~~rr;;:~,~t~~r :ik~".-'--_.~_-----1 "._,d, .:,::" ~ . ";:' ~:~--.:;.~:t~\-:'.:. " ._"c.,,:-.'._'.:,-.' . - -.-" .'-" ._ .__0 : . _.~-"-~.'_:~ . .--' '-..;...t .. _ _-.-. ..~ .-.-.; ,,"-..... -.--,.-. '~;:v;>).-:-:~: ." ~': )"-";- INDEX Contract and Specifications Instructions to Bidders Contract Definition of rrerms General Provisions Special Provisions Clearing and Grubbing Grading Rip Rap Masonry Concrete Structures 'l'imber Structures Piling and Pile Driving Cribbing Culverts Guard ,Rails , Crushed Rock Surfacing Gravel One Course Gravel Two Course Crushed Gravel Two Course One Course Concrete Paving Proposal A 1 to A 2 Bl to B5 Cl C 2 to C 5 C6 Dl El to E3 Fl G 1 to G 2 HI to H 12 J 1 to J 3 K 1 to K 2 Ll M 1 to M 2 01 Q a-I Rl R a-I to R a-2 SI to 82 Tl to T7 Yl I ..' j ""---=---~-~~--~-_. . 0' ......OOUNTY, WASHINGTON, ENGINEER'S OFFIOE INSTRUOTIONS TO BIDDERS Proposals must be made upon the form which follows these specifications, which specifications, with the original bid, will be attached to and form a part of the contract. Each bid shall contain the full name and address of eaoo Aud ev~ person interested in the same, and must be accompanied by a certified check in the sum-T~{~ ~) per cent of the amount of the bid, payable at sight to the Board of County Commissioners of . -.County, Washing- ton, as a guarantee that if the bid is accepted, a contract will be e to, and performance there- of secured, within twenty (20) days of notice of acceptance of bid. The successful bidder will be required to furnish, before entering upon the work, a corporate surety bond, in a penal sum equal to the contract price for the faithful performance of the contract. The Board of County Commissioners reserves the right to reject any or all bids for any of the following causes, to-wit: 1. If, in their opinion such bids are too high. 2. If such bid shall not be submitted on the form. of proposal furnished by the County, with the form of contract attached. 3. If such bid is not accompanied by the bidder's certified check for an amount equal to 10% of his bid. 4. If there are any conditions or qualifications in such bid inconsistent with the plans, specifica- tions, form of proposal - or form of contract. . 5. If such bid is not properly executed and delivered in a closely sealed envelope. 6. If the bidder shall fail to satisfy the Board of County Commissioners of his ability to per- form the work in time and manner specified. 7. If the bidder shall fail, for twenty (20) days, to properly execute the form of contract and bond, in which ve the bidder's certified check shall be forfeited to the Road. and Bridge Fund of the County o~. .... . ., State of Washington, as liquidated damages. 8. If ari. u lanced bid on any item be submitted, it will be sufficient cause to reject total bid on this ~6rk. No bid shall be withdrawn or changed after the time for receiving bids shall have expired un- til the lowest and best bid shall have been finally determined and accepted by the BOARD OF COUNTY COMMISSIONERS, and no bid shall be deemed finally accepted until the bidder shall have executed the form of contract and bond. All quantities and amounts specified in the Engineer's estimate of the work are understood to be only approximate. All data, except maps, profiles and standard plans, in the office of the Engineer is prepared sole- ly for the information of the County authorities and is not to be relied upon by bidders. Bidders are notified that this contract is subject to Chapter 74, Session Laws of 1911, "Relat- ing to Compensation of Injured W ormen." A1 -------------.;.~,~": The following papers shall be bound with, and form an essential part of the contract: (1) The specifications for this work. (2) Plan, profiles and details. . (3) The proposal for this work. (4) Final bond for completion of this work. Lump Sum: The work to be done under the terms of this contract shall be for a lump sum for the entire work, complete in every respect as described and shown in the accompanying specifica- tions and plans. Informal Bids: All bids will be considered informal unless prices are given for items noted in proposal blank whether they appear in summary of quantities on profile or not. Do not fill in contract until after the awarding of bids. i I )*9 j n __J A2 . ,(' :' ;")1 -' ,'Jfi '.j ;;,-,,-. ',,1",.' . ... ._____ .......____OOUNTY, WASHINGTON, ENGINEER'S OFFICE OONTRAOT THIS AGGREMENT, made and entered into this____J.r.......day oL.kJ.l.!J:.d..t.,/.~:::""""''''''' 192.~ ~::O~ a~;:':~~~ ~d ~~U~;~e C~~~~~~?~~~~l~O:'!:~n::~~\;;e;:'r.:; called the Board, and._....... ..... ......... ....__._..._.. .._..................__.__............. ...... of......... .... ................ ................-.-....... ..... .____.__..__.. .____ .....__.....________.........hereinafter called the Contractor. WITNESSETH, That in consideration of the payments, covenants and agreements hereinafter mentioned, to be made and performed by the Board, the Contractor hereby covenants an'd agrees as follows: (1) To do all work, and furnish all material necessary to construct, improve and complete Per- manent m,~hr; /:h;!;.E.uhU known as the.Qznferu",.Cfu:mac.MLt.lhhhh'Uhh.U Highway ~rr::~::'~ County, Washington, between Station...L5:.8...:f:..!f.l?.--....:.... and Station .~./.l.:t__..___,~_....~.......--.... in accordance with and as described in the attached profiles, maps, plans and specifications which are hereby made a part hereof and shall have the same effect as though the same were fully inserted herein, and in full compliance with the terms, conditions and stipula- tions of this agreement. (2) The Contractor shall provide and be at the expense of all materials, labor, carriage, tools, implements and conveniences and things of every description that may be requisite for the trans- fer of materials and for improving, construction and completion of the above described work. (3) It is understood and agreed by and between the parties hereto that the work included in this contract is to be done under the direction and supervision of the County Engineer or Con- struction Engineer, who may be designated as the Engineer in Charge by the Board, and hereinafter called the Engineer, and his decision as to the true construction and meaning of the profiles, maps, plans and specifications and estimates shall be final. It is also understood and agreed that such additional drawings and explanations as may be necessary to detail and illustrate the work, are to be furnished by the Engineer, and the Contractor agrees to conform to and abide by the same, so far as may be consistent with the purpose and in tent of the original drawings and specifications. (4) Should the Contractor at any time refuse or neglect to supply a sufficiency of properly skilled workmen or of materials of the proper quality, or fail in any respect to prosecute the work with promptness and diligence, or fail in the performance of any of the agreements herein con- tained, the Board shall be at liberty, after three days' written notice to the Contractor, to provide any such labor or materials and to deduct the cost thereof from any money then due or thereafter to become due to the Contractor under this contract, and if the Engineer shall certify that such refusal, neglect or failure is sufficient ground for such action, the Board may, by written notice, terminate the employment of the Contractor for the said work, and enter upon the premises and take possession of all the materials, tools and appliances thereon, for the purpose of completing the work included in this contract, and employ by contract, or otherwise, any other person or per- sons to finish the work, and provide the materials therefor, and in case of such discontinuance of the employment of the Contractor, he shall not b,e entitled to receive any further balance of the amount to be paid under this contract, until the work shall be wholly finished, at which time if the unpaid balance of the amount to be paid under this contract shall exceed the expense incurred by the Board in finishing the work, such excess shall be paid by the Board to the Contractor, but if such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Board. Bl " :; I ....~ '~ . ----'---~--~-~_.__. -----~ ,. . . \.-r-~ "-.< .....;,,:,.,' ., ..r.:~4 '."f __....lO.f"'.~ V ~..~jiJ E~.1i-~(lJr' :i~l_~-:~~:i>' ~n 01-:l1~r(J}t; ;>l'} .~-l::i1,~i~.l\_" 1,;\ V~>rJ ~.(f,L~]~~ - ~,>, '.~<t (5) The Contractor agrees to complete all the work called for under this contract, in all parts and requirements, before the...--..--..__..m.._......___....day of......._____......__.__.__.__.....................__........, 192....__, PRO- VIDED, HOWEVER, that the Board shall have the right, at its discretion, to extend the time for the completion of said work, but no extension shall be made unless endorsed hereon in writing. All requests for extension of time must be accompanied by an agreement of the surety on the bond of the Contractor for such extension. In caSe an extension of time is asked for by the Contractor and granted by the BOARD, the Contractor agrees to reimburse . County for all engineering and inspection costs in- curred in the prosecution of t s. tract from the date herein named as the date of completion until the actual date of completion and acceptance. To insure said reimbursement, the Engineer shall certify monthly to the County Auditor all amounts du~e.. . .. County for such extra en- gineering and inspection and the County Auditor will r. he same against the Contractor the same as any verined claim and withhold the warrant f r t e final estimate until the same is paid by certified check. (6) Time shall be of the essence of this contract on the part of the Contractor, and in case the Contractor shall fail in the due performance of the contract by and at the time herein mentioned, or by and at such time to which the period of completion may have been exten9.ed, he shall be liable to pay to the Board as and for liquidated damages and not as penalty, the sum of.!!IO'..~:..____..__.._. for each and every day which may elapse between the appointed and actual time or comple- tion, which said sum is hereby agreed upon, fixed and determined as the damage that will be suf- fered by such failure to complete within the time named; and the Board II.!-ay deduct the same from the amount due or to become due to the Contractor and such payment or deductions shall not in any degree release the Contractor from the further obligations and penalties in respect to the fulfill- ment of the entire contract, nor any right which the Board might have to claim, SUe for and recover compensation and damages for non-performance of this contract. (7) Payment shall be made for work and labor performed and~ m. ter' I fu~i~hu~3er Jl!.i:, contract according to the lump Sum price Of.~.L~~.~~./h....~:f. rs. ($..I.t.-,~!.~.T:..::) and in no other manner whatsoever, PROVIDED, HOWEVER, that th ard reserves the right up- on recommendation of the Engineer to increase or diminish the amounts of work to be done as called for upon the accompanying plans, and the Engineer shall compute the amount by which the Lump Sum Price shall be increased or diminished upon the basis of the prices bid by the Contractor for such work under the heading of EXTRA WORK. Partial payments upon this contract will be made at the request or the Contractor, one each month, on estimates of the County Engineer, subject to the amount reserved. In compliance with the provisions of Chapter 166, Laws of 1921, there shall he reserved from the moneys earned by the Contractor on estimates during the progress of the improvement or work, a sum equal to fif- teen (15%) per cent of such estimates, said sum to be retained by the State, County, City, Town, District, Board, or other public body, as a trust fund for the protection and payment of any per- son or persons, mechanic, sub-contractor or materialman who shall perform any labor upon such contract or the doing of said work, and all persons who shall supply such person or persons or sub- contractors with provisions and supplies for the carrying on of such work. Said fund shall be re- tained for a period of thirty (30) days following the final acceptance of said improvement or work as completed, and every person performing labor or furnishing supplies towards the completion of said improvement or work shall have a lien upon said fund so reserved, provided such notice of lien of such claimant shall be given in the manner and within the time provided in Section 1161 of Rem- ington & Ballinger's Annotated Code and Statutes of Washington as now existing and in accord- ance with any amendments that may hereafter be made ~hereto: PROVIDED, HOWEVER, that where in any improvement or work the contract price shall exceed two hundred thousand dollars ($200,000), but ten per cent. (10%) shall be reserved on estimates in excess of said sum. or where the aggregate of previous estimates equals or exceeds said amount. In case of lump sum price a B2 l.,"VJf"'l.f~.,p. V "I.-4t.u 1\';T;~Glr' ,:~jI~';:':l~J ()}:JliJf{r;t~ ~:,': .~):~,'i~<i~. -' l-A1:f~i::;[ IV (ti~l~]~'~ !'c ';.( .-:;.,;" (5) The Contractor agrees to complete all the work called for under this contract, in all parts and requirements, before the................n................day of..............................___............~.............., 192......, PRO- VIDED, HOWEVER, that the Board shall have the right, at its discretion, to extend the time for the completion of said work, but no extension shall be made unless endorsed hereon in writing. All requests for extension of time must be accompanied by an agreement of the surety on the bond of the Contractor for such extension. In case an extension of time is asked for by the Contractor and granted by the BOARD, the Contractor agrees to reimburse . . County for all engineering and inspection costs in- curred in the prosecution of t s, tract from the date herein named as the date of completion until the actual date of completion and acceptance. To insure said reimbursement, the Engineer shall certify monthly to the County Auditor all amounts due. County for such extra en- gineering and inspection and the County Auditor will r he same against the Contractor the same as any verified claim and withhold the warrant r t e final estimate until the same is paid by certified check. (6) Time shall be of the essence of this contract on the part of the Contractor, and in case the Contractor shall fail in the due performance of the contract by and at the time herein mentioned, or by and at such time to which the period of completion may have been exten<ied, he shall be liable to pay to the Board as and for liquidated damages and not as penalty, the sum of.!'..IO...~.:.............. for each and every day which may elapse between the appointed and actual time of comple- tion, which said sum is hereby agreed upon, fixed and determined as the damage that will be suf- fered by such failure to complete within the time named; and the Board way deduct the same from the amount due or to become due to the Contractor and such payment or deductions shall not in any degree release the Contractor from the further obligations and penalties in respect to the fulfill- ment of the entire contract, nor any right which the Board might have to claim, sue for and recover compensation and damages for non-performance of this contract. (7) Payment shall be made for work and labor performed and m~. ter'.l furni~~d.-.mJ13er this contract according to the lump sum price of.~.L~~.4~.~ . rs ($..I.(;~~('~=~;.)' and in no other manner whatsoever, PROVIDED, HOWEVER, that th ard reserves the right up- on recommendation of the Engineer to increase or diminish the amounts of work to be done as called for upon the accompanying plans, and the Engineer shall compute the amount by which the Lump Sum Price shall be increased or diminished upon the basis of the prices bid by the Contractor for such work under the heading of EXTRA WORK. Partial payments upon this contract will be made at the request of the Contractor, one each month, on estimates of the County Engineer, subject to the amount reserved. In compliance with the provisions of Chapter 166, Laws of 1921, there shall be reserved from the moneys earned by the Contractor on estimates during the progress of the improvement or work, a sum equal to fif- teen (15%) per cent of such estimates, said sum to be retained by the State, County, City, Town, District, Board, or other public body, as a trust fund for the protection and payment of any per- son or persons, mechanic, sub-contractor or materialman who shall perform any labor upon such contract or the doing of said work, and all persons who shall supply such person or persons or sub- contractors with provisions and supplies for the carrying on of such work. Said fund shall be re- tained for a period of thirty (30) days following the final acceptance of said improvement or work as completed, and every person performing labor or furnishing supplies towards the completion of said improvement or work shall have a lien upon said fund so reserved, provided such notice of lien of such claimant shall be given in the manner and within the time provided in Section 1161 of Rem- ington & Ballinger's Annotated Code and Statutes of Washington as now existing and in accord- ance with any amendments that may hereafter be made thereto: PROVIDED, HOWEVER, that where in any improvement or work the contract price shall exceed two hundred thousand dollars ($200,000), but ten per cent. (10%) shall be reserved on estimates in excess of said sum or where the aggregate of previous estimates equals or exceeds said amount. In case of lurnp sum price a B2 ,I j ;1 'J:' : ;~~, . ; ; ~ j ;. : (:; i '. 1 '-,! ~. I _\. I I ; ~ ~,' :.. : ~: i..J ~ ; ;_f ": ;! schedule of prices to be used as a basis of partial payments shall be based upon the prices in the preliminary estimate, which prices shall be increased or reduced in the same ratio that the lump sum price bears to the preliminary estimate. The certificate of the Supervisor of Highways, certifying that the entire work lias been completed in accordance with the contract, specifications, plan, map and profile shall constitute final acceptance of the work. Final payment shall be made as follows: After the expiration of thirty (30) days following the final acceptance of said improvement or work, and the expiration of the time for filing of lien claims, as herein provided, said reserve, or all amounts thereof in excess of sufficient sum to meet and discharge the claims of materialmen and laborers who have filed their claims, as provided for in Section 1 of this Act, (Chapter 166, Laws of 1921), together with a sum sufficient to defray the cost of such action and to pay attorneys' fees, sh~ll be paid to said Contractor. IT IS MUTUALLY AGREED between the parties hereto that any payments or contributions due or required 'by Chapter 74, of the Law of 1911, (Industrial Insurance Act) from the County of ~. by virtue ef or on ""eount of any of the work eovered by this eontra.ct, may be (/ ~~c~ed, f~om any payment or payments made to the Contractor herein, and that the sum or sums so deducted shall be determined each month upon the basis of the work of said month, and shall be made upon the proper written order and demand of the Industrial Insurance Commission, a notice of which order and demand shall be served upon the said Contractor prior to said deduc- tion. IT IS FURTHER AGREED that the Contractor herein, or any sub-contractor or contractors employed by them shall be subject to the provisions of said act as provided and required in Sec- tion 17 thereof. (8) All payments under this contract shall be made by the State Treasurer from the Permanent Highway Fund, upon warrants of the State Auditor issued upon presentation. of proper vouchers by the Contractor, said vouchers to be approved by the Board, and no payment shall be made for any alteration made during the progress of the work unless the same shall have been approved by the Board of County Commissioners by resolution, and a copy of said resolution shall have been transmitted to the Supervisor of Highways, and in case of final payment, to be accompanied by certificate of the Supervisor of Highways as aforesaid. No warrant, however, can be issued for any purpose against the Permanent Hi hway Fund unless there be sufficient money to pay such warrant in such fund to the credit of. ... . County, PROVIDED, HOWEVEa, that in case the Permanent Highway herein desc . e shall be improved or constructed pursuant to a petition as provided in Section 2, Chapter 35, of the Laws of 1911 as amended, then and in that event, such portion of the total expense under this contract as shall be chargeable to the property within the improvement district shall be paid from the General Road and Bridge Fund of the County upon the presentation of proper vouchers therefor. (9) No alterations shall be made in the work shown and described in the plans and specifica- tions, except upon the written order of the Engineer and as provided hereinbefore and when so made the value of the work so added or omitted shall be computed by the Engineer, and the amount so certified shall be final and conclusive and binding upon the Contractor, and shall be added to or deducted from the contract price. The schedule of unit or itemized prices hereto attached is intended to form a part of this con- tract and shall constitute, as far as possible, the basis upon which the value of all work added or omitted shall be computed. t ' (10) The Contractor shall provide sufficient, safe and proper facilities at all times for the in- spection of the work, by the Board or its authorized representative. The said Contractor shall fur- nish, without charge, to the said Board or its authorized representatives, samples of cement or other materials used in construction, as said samples may be required; in order that the character of such materials may be determined. All materials and methods shall be subject to the approval of the Engineer. B3 \. .....{--.:','.,.. tJ..:-:,~_: .' _ ", _';;'::;~~!1Yr:i'-'-~- : ::;Ie.'"",,,,,,,, ',' '.r:t:;:-,-_;~:, :~-~:":-.-', I r ..:J I' " -,' -,:..r~:_ ~.~-;'1,--J~,~~:_ ~-: .}';:~~\'~.qi~~r '.-,..: "':':i. . t..;--;_:.; . -'_Is.j:. '.- ""''''-,.,< "''-'~.- .-'.,~ ">-'0>;"; "/."-~"_;:;<L:~:. .' ',.)?.,f!?{f,. -. J ~'. ,-;-; S___-i_,.. ' 'I' it..- .. f_ .., ~., ;,J' 1IIiIliIII,..!. '. nr n,.JlllfllUnllUlilU ur '~UJ(I uuru Jrr'" -rrl'.lfU1liiiIJ. """" ,. ,:iilTW .J1tJ. LlIf nn r jfJ~JI.lj ~tm,nT'.'Ir .'., . I ,;.Jt[n.1JrnU i : r~[WHHl1Jfr]ij~JutjJ~[,. ~,~~~ f Defective work or material may be condemned by the Engineer at any time before the :/lnal' acceptance of the work. Notice of condemnation shall be given in writing by the Engineer. Such condemned work shall be immediately removed or disposed of to the satisfaction of the Engineer. Failure or neglect on the part of the Engineer to condemn unsatisfactory material or to reject in- ferior workmanship shall in no way release the Contractor, nor shall it be construed to mean the acceptance of such work nor shall the final acceptance bar the County of~. from re- covering damages in case fraud was practiced. (/ I 0 ., ~ , Time lost in replacing such improper work shall furnish no ground' to the Contractor for claiming an extension of time for the completion of the work. Incompetent, careless or negligent employes shall be forthwith discharged by the Contractor upon the written request of the Board, or Engineer in charge, and failure to comply with such re- quest shall be sufficient ground for the termination of the contract, as provided for in this Article or Article 4 hereof. . , Should the Contractor be delayed in the prosecution or completion of the work by the act, ne- glect or default of the Board or the Engineer in charge, or of any other contractor employed upon the work, or by any damage caused by fire or other casualty for which the Contractor is not re- sponsible, or by combined action of workmen in no way caused by or resulting from default or col- lusion on the part of the Contractor, then the time herein fixed for the completion of the work shall be extended for a period equivalent to the time lost by reason of any or all of the causes afore- said, which extended period shall be determined and fixed by the Board, but no such allowance shall be made unless a claim therefor is presented in writing to the Board within ten (10) days after the occurence of such delay. (11) It is further mutually agreed between the parties hereto that no certificate given or pay- ment made under this contract, except the final certificate or final payment, shall be evidence of the performance of this contract either wholly or in part, and that no payment made shall be con- strued to be an acceptance of defective work or improper materials which may appear within two (2) years after such payments. (12) The work and material covered by this contract shall be at the sole risk of the Contract- or until the same shall have been finally accepted by the Engineer, Board and the Supervisor of Highways, and any damage or loss that may occur or result to the same prior to the final com- pletion and acceptance of said work by the Engineer, Board and the Supervisor of Highways, shall fall upon and be made good by the said Contractor. (13) 'The Contractor shall not let, assign or transfer this contract, or any interest therein, or sublet the work herein provided to be done, or any part thereof, without the consent of the Board. The Contractor shall file with the Board a duplicate of all sub-contracts made by him as aforesaid. The Contractor shall give his personal attention to the work at all times and be present either in person or by duly authorized representative on the site of the work continually during its prog- ress and shall receive instructions from the Engineer in charge. Any sub-contractor shall be con- sidered the agent of the Contractor and the latter shall be responsible for any indebtedness incurred by such agent. If any sub-contractor fails to perform hie work in a satisfactory manner his sub- contract may be terminated by the Board. (14) The Contractor shall be liable for all- damages and injury which shall be caused or which shall occur to any person or persons or property whatsoever by reason of any negligence of said Contractor or any of his servants, employes or sub-contractors, or' by reason of any breach or viola- tion of any of the provisions of this agreement or any of his duties or obligations thereunder. The Contractor shall also assu1lle all liability for and protect the Board from any damages or claims arising from the use of any patented articles or devices in any part of the work. (15) It is a part of the public policy of the State of Washington that all work by contract or day labor done for it or any political subdivision created by its law, shall be performed in work days of not more than eight hours each, except in cases of extraordinary emergency. No case of B4 L ., i' iB~_ , ~ f j'l:: ~- <:";!j 1 ~ _,;. .'i_:<,;'" ,f'-' Ii; :"i': ". .,! H~~;! ~ :_ t.... ',' it ~ ~ i"7;. '. -li{,; ':,.!J f!t:. . . . ;.,', ; i ; ~ '. It ?P(; "-'-;1.,. ""::' extraordinary emergency shall be construed to exist in any case' where other labor can be found to . take the place of labor which has already been employed for eight hours in any calendar day. In case of the violation of the provisions of this article, the Board shall have the right to cancel this contract without notice, and shall have the right to' complete the work in the manner provided in Article 4 hereof. (16) The Contractor agrees to execute and furnish to the Board a good and sufficient corporate surety bond to be payable to the County of. ... . ..... ........ .........., and to be in the penal sum of the full amount of the Contract, conditioned t e will perform the work upon the terms, within the time, and in accordance with the contract, profiles, maps, plans and specifications, and that he will in- demnify the County of.... .. ...... ....................................m..............against any direct or indirect damages that shall be fier : or claimed for injury to persons or property during the construc- tion and improvement f such highway and until the same is accepted, and further conditioned as required by law for the payment of all laborers, mechanics, sub-contractors and materialmen, and all persons who shall supply such person or persons or sub-contractor with provisions or supplies for the carrying on of such work. If the Board shall have reason to believe that the security on said bond has become impaired since the execution thereof, or is insufficient, it may require the Contract- or to furnish other or additional security. (17) The Board hereby promises and agrees with the Contractor to employ and does employ him to provide the materials and to do and to cause to be done the work upon said Permanent Highway, and to complete and finish the same according to the plans and specifications and the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same at the time and in the manner and upon the conditions above set forth. The Contractor for himself, and for his heirs, successors, executors, administrators and assigns, does hereby agree to the. full performance of all the covenants herein contained upon his pa~ IN WITNESS WHEROF, the said Contractor, hereunto set........~.. hand..~... and seaL..... and the said Board of County Commissioners ~f '" ........... .County has, pursuant to resolution, duly adopted, caused these presents to be s cr' d ;b~~ir and clerk, and the name of the Board to he hereunto afiled the day and . ear fir'~ ~;tt ...~~. BOARD OF COUNTY COMMISSIONERS, OF '" ..C~ASHINGTON. ....................................=~..~.......... C,f)NTRACTOR. By... ..... -................................................ .......m._... ..... Deputy. F-:.:;~'i . B5 r ~- . .; ~ . " .~ . ! ~ - ; ; I', ;', ;: ~, ,. .- .'[",-. ',jl;.," '\. :. : :; :". ;. I ; ; " " ( ; '-; ~ ~ j _, ; .....; ~.' -,- :" SPEOIFIOATIONS DEFINITION OF TERMS In interpreting these specifications, the following definitions shall prevail: STATE: The State of Washington. SUPERVISOR OF HIGHWAYS: Assistant Director of the Department of Public Works, Divis- ion of Highways. BOARD: A Board of County Commissioners of __"'__~'h______ County. ENGINEER: County or Construction Engineer, <<~~fg~~;-~~~~:~~:~d assistants, by whom all explanaitons and directions necessary for the satisfactory prosecution and completion of the work described in these specifications will be given. CONTRACTOR: The person, firm, co-partnership, or corporation, or any lawful agent of such person, firm, partnership, or corporation, constituting one of the principals to the contract and under- taking to perform the work herein specified. ~ CONTRACT: The agreement between the contractor and the County of... h__. __ '__"'. __ hh" acting through the Board of County Commisioners. The contract shall inclu t ccepted" Pro- posal, " , 'Plans, " "Specifications" and "Contract Bond,' 'also any and all supplemental agreements which reasonably could be required to complete the construction of the work in a substantial and ac- ceptable manner. PROPOSAL: The written offer, or copy thereof, of the bidder to perform the work proposed. PLANS: The officially aproved plans, profiles, cross sections and other drawings, or exact reproductions thereof, which show the location, character, dimensions and details of the work to be done and which are to be considered in the contract as co-ordinate with these specifications. SPECIFICATIONS: The directions, provisions, and requrements contained herein, together with all written agreements made or to be made, pertaining to the method and manner of performing the work, or to the quantities and qualities of materials to be furnished under the contract. CONTRACT BOND: The approved form of security furnished by the Contractor and hs surety as a guarantee of good faith on the part of the Contractor to execute the work in accordance with the terms of the contract. ;LABORATORY: The laboratories of the Division of Highway, Department of Public Works, or other laboratories designated by the Engineer. PROPOSAL GUARANTEE: The security designated in the proposalffFbe furnished by the bid- der as a guarantee of good faith to enter into contract with the County of__ h _ __ _ h . __h__._h____._______, if the work contemplated is awarded to him. C1 j j j L SPEOIFICATIONS GENERAL PROVISIONS PERMITS AND ~IOENSES: The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work., LAWS AFFEOTING PUBLIC WORK: Attention is particularly called to the clearing a;nd grubbing specifications and also to section three, Chapter 33 of the Session Laws of 1917, with refere,nce to the burning of refuse, timber, brush, and debris from clearing and grubbing operations. The Washington Forest Fire Association and the State Fire Warden all insist that the statutes covering the m.atter be strictly enforced, and that the refuse from clearing and grubbing on public roads be properly disposed of and the premises be left in a neat and presentable condition. The provisions of the specifications and the statutes, therefore, will be strictly enforced. INTERPRETATION OF PLANS: Any work or materials that may have been accidentally omitted in the description of the work, but which is clearly implied, shall be furnished by the Contractor as if it had been specifically stated. Work shown on the plans and not mentioned in the specifications, and vice versa, will be done as if shown on both, when and where required. In case of discrepancy on any plans or drawings between the scaled and figured dimensions, the figured dimensions shall govern. In case of ambiguity of ex- pression in the specifications, or doubt as to the correct interpretation of the same, the matter shall be submitted to the Engineer, whose decision shall be final. OONNEOTIONS WITH INTERSEOTING ROADS OR DRIVEWAYS: The Contractor shall, for the same compensation as for other grading, grade a safe, proper, and workmanlike connection with all intersecting public or private roads or driveways, according to the direction of the Engineer. UNAUTHORIZED WORK : Work done without lines and grades being gi ven, work done beyond the lines and grades shown on the plans or as given, except as herein provided, or any extra work done or any deviation made from the plans and specifications, without written authority, will be considered unauthorized and at the expense of the Contractor, and will not be measured or paid for by the County. Work so done may be ordered removed and replaced at the Contractor's expense. LIMITATION OF OPERATIONS: The Contractor shall so conduct his operations as to have under construction no greater length or amount of work than he can prosecute vigorously, and when in the judgment of the Engineer such operations are being so spread out as to be detrimental to such vigorous prosecution, thereby endan- gering the completion of the improvement within the contract time, he shall so advise the Contractor in writing. METHOD OF SERVING NOTICE: Any written notice to the Contractor which may be requisite under these specifications, may be served on said Contracto:r:, either personally or by mail, or by leaving the same at his last known place of residence. OO.OPERATION OF OONTRAOTOR REQUmED: The Contractor shall keep a copy of the plans and specifications on the work. DETOURS: The Contractor shall at all times conduct the work in such a manner as to insure the least obstruc- tion to traffic practicable. C2 L ,'';, !'. ".: .T:<:tJ~..- rc'~;.'~.oo.\ ,.~. , ' ,~..', The Contractor shall provide and maintain at his own expense in passable condition such tem- porary highways and bridges as may be necessary to accommodate the traffic diverted from the roadway or bridge under construction and shall provide and maintain ina safe condition temporary approaches to and crossing of intersecting highways except that the Contractor will not be required to build and maintain temporary detours around bridges more than twenty (20) feet in length, nor around a closed section of highway having a length of more than 500 feet, unless such detours are provided for in the specifications or on the plans, 0,1' ordered in writing as force account by the Engi. neeI'. BARRIOADES: On all improvements the Contractor shall provide, erect, and maintain at his own expense all neces- sary. barricades of sufficient strength for the purpose intended, suitable and sufficient lights, danger signals and signs and shall take all necessary precaution for the protection of the work and safety of the public. Any part of the work damaged from traffic or other causes, occurring prior to its official acceptance shall be replaced and made good by the Contractor at his own expense in a manner satis- factory to the Engineer. Two barricades two hundred feet apart shall be constructed at each point where a highway is closed to traffic. The first or outside barricade shall be constructed of light lumber in such a manner that it will not seriously injure or wreck a car. The second barricade shall be constructed of heavy material in such a manner as to be difficult to remove or break down. On all barricades and obstructions there shall be kept burning at night from sunset until sunrise two red lights, four to five feet apart, both of which can be plainly seen at a point in the road three hundred feet from the barrier. The lights shall b,e placed on the first barricade. In daytime the Contractor shall place a red flag two feet square in a conspicuous place in the road three hundred feet from the barrier. FENOES: In passing through private property the Contractor must keep up at his own expense such tempor- ary fences as shall be necessary for the preservation of the crops, and protection of the property, and the Contractor shall be liable for any and all damages resulting from a non-compliance with this re- quirement. PRESERVATION OF PROPERTY: The Contractor shall preserve from damage all property along the line of work, the removal or destruction of which is not called for by the plans. This applies to public utilities, trees, monuments, fences, etc., and wherever such property is damaged, due to the activities of the Contractor, it shall be immediately restored to its original condition by the Contractor and at his own expense. USE OF EXPLOSIVES: When the use of explosives is necessary for the prosecution of the work, the Contractors shall use the utmost care, so as not to endanger life or property, and whenever directed, the number and size of charges shall be reduced. TESTING MATERIALS: Tests of materials to be used in the work shall be made in the laboratory designated in the "Def- inition of Terms," whenever such tests are required by the specifications or by the Engineer. The Contractor shall furnish the Engineer, without charge, samples of materials used in the work as such samples are required. Materials may be rejected by the Engineer whenever, in his judgment, they fail to meet the re- quirements of the specifications, and when so rejected, they shall be immediately removed from the work. STORAGE OF MATERIALS: All materials intended for use in the work shall be so stored by the Contractor as to prevent damage from exposure to the elements, from admixture of foreign material, or from any other cause. The Engineer will refuse to accept, or to sample for testing, any materials that are improperly stored. C3 d . USE OF MATERIALS FOUND ON WORK: In the absence of special provision to the contrary, the Contractor may use any stone, gravel, sa.nd,' etc., that may occur in the regular roadway excavations, and which may not be needed to make the fills shown on the plans, or any timber removed in making the improvement, except as herein other- wise provided, or any existing structures that are to be replaced, provided that these materials are suitable for, and required in the work. Materials found on the work, especially timber and existing structures, which are required to be removed but which are not used in the improvement by the Contractor, as nrovided above, shall be put into shape to be handled economically and neatly piled along the right of way, as herein provided, or as the Engineer may direct. LINES, GRADES AND MEASUREMENTS: The Contractor will be governed by such lines, grades, and measurements as may be given by the Engineer in laying out the work and by the Engineer's determination of quantities of work per- formed. Stakes and markings set or made by the Engineer to mark out the work, shall be carefully preserved by the Oontractor; in case such stakes, markings, or references are carelessly destroyed or defaced by the Contractor or his employees, the expense of replacing same will be deducted from any money due or to become due the Contractor. OROWN OR OROSS SEOTION OF ROADWAY: The cross-section of the roadway shall be as shown in the plans, except at intersecting highways on curves or wherever to insure correct drainage or for other reasons, changes may be directed. AUTHORITY AND DUTIES OF INSPEOTORS: The Engineer may appoint assistants to inspect all materials used and all work done. Such inspection may extend to any or all parts of the work and to the preparation or manufacture of the materials to be used. The assistants will not be authorized to revoke, alter, enlarge or relax the pro- visions of these specifications. .An assistant is placed on the work to set the necessary lines and grades and to keep the Engineer informed as to the progress of the work and the manner in which it is being done; also to call the attention of the Contractor to any infringements upon plans or speci- fications. He will not be authorized to approve or accept any portion of the work or to issue. in- structions contrary to the plans and specifications. The assistant will have authority to reject defective material and to suspend any work that is being improperly done, subject to the final decision of the Engineer. The assistant will exercise such additional authority as may from time to time be especially delegated to him by the Engineer. FINAL OLEANING UP: The Contractor shall remove, at his own expense, from the highway and from the adjoining property, temporary structures and all rubbish and surplus materials resulting from the work which may have accumulated during its prosecution. .All work, including shoulders, ditches, and slopes, shall be neatly, dressed and cleaned up on completion, according to the Engineer's direction, and shall be left in a neat and orderly condition. SUSPENSION OF WORK: The Engineer shall have the authority to suspend the work on account of the default of the Oontractor, unfavorable weather conditions, or any other condition which, in the judgment of the Engineer makes it impossible to secure first-class results. The Oontractor shall immediately respect the written order of the Engineer to suspend work wholly or on any particular section of the road. If it becomes necessary to stop the work for a protracted period, the Oontractor shall take every precaution to prevent any damage or unreasonable deterioration of the work during the time it is closed down. The Oontractor shall not make any claim or demand for damage by reason of such suspensions in the work, but the date for completion will be extended by the period of such suspen. SIOn. MEASUREMENT OF QUANTITIES: The determination of the quantities of work performed will be made by the Engineer hased on measurements taken by him or his assistants. In computing volumes, the method of average end areas 04 ___~_~__~~_.J ';..- , it'. ~."., I~j? f;:~;. .,~ ,zi-; . t< f '!-.> i?--- - will be used for excavation and embankment. Other quantities will be computed intheunits-qJil~d' in the proposal form, according to well organized engineering principles, and no local rules or ctlll~ toms will be considered. NO WAIVER OF LEGAL RIGHTS: Should an error be discovered in the estimate, or should conclusive proofs of dishonesty on the part of the Contractor be discovered in the- work, afte~ the final payment has been made, the Board reserves the right to claim and recover by process of law, such sums as may be sufficient to correct the error, or make good the defects in the work resulting from the Contractor's dishonesty. FURNISHING DATA: The Contractor shall furnish the Engineer with such data as may be required to enable him to keep an accurate cost of the work as it progresses. He shall furnish a statement of the number and rate of pay of all laborers and teams employed each day upon the work; also copies of all equip. ment and material bills, or a statement in lieu thereof, showing, the amount of equipment and ma- terials received on the work and cost thereof, together with such other information as may be re- quired. OONSTRUOTION OAMPS: The Contractor herein is required and he hereby agrees to conduct and maintJtin all con- struction camps in accordance with the rules and regulations of the County and State Boards of Health, and it is understood that the work done under this contract will not be accepted by the County until all camps have been placed and left in a sanitary condition. Special reference is here- by made to the rules and regulations of the State Board of Health pertaining to Industrial camps. ;, 05 =-__-_J ) t, SPEOIAL PROVISIONS FOR "'P~T HIGHWAY'S'" The special provisions hereinafter contained shall supercede any provisions of the Standard Speci. fications in conflict herewith. LUMP SUM OONTRAOT: The lump sum price bid will be considered full compensation for the full compliance with the terms of the contract, plans and specifications and the completion of the entire work covered by them. In the preparation of the plans, the classification and quantities of the various items of work shown thereon were determined as accurat~ly as possible from the Engineer's best judgment; however, the county assumes no responsibility for the correctness of them and no additional compensation will be allowed, or deductions be made on account of any increase or decrease in the quantities of work performed, except as provided for in the contract and specifications for "Alterations" and "Extra Work." Where reference is made elsewhere in the specification to payment at the contract price per unit of work complete in place, it shall be understood to apply only to "extra work" and shall not apply to the work to be performed under the lump sum bid. EXTRA WORK: No extra work shall be done except upon the written order of the Engineer, and when so ordered, the value of the work shall be computed by the Engineer and his determination shall be final and con- clusive and binding upon the Contractor. In the event of extra work arising for which no bid has been taken, and agreement cannot. other- wise be reached as to payment therefor, the Engineer and Board shall have the right to order the same done upon the basis of Force Account. Payments for extra work done under force account shall be the amount of the actual reasonable cost to the Contractor for materials, labor and industrial insur- ance, with an addition of ten per cent (10%), which ten per cent shall cover all overhead expense, profit and use of tools and equipment. FUNDS: In the event that there are not sufficient funds available to the credit of the County in the Perma- nent Highway Fund, then such additional amount as may' be necessary to complete the full amount of the lump sum contract, will be paid by County warrants drawn on the Road District, or Road and . Bridge Funds of the County; said payments to be made as otherwise provided for in the contract. C6 I ~...====J ~---~_._--- ~'. ,n~;c.:~';..-.. .--.-'~--._..j;_.,;..."t>;:~-_'. .-:-/;;:-:.----::~.::-:;:;;~. ..>.-j''..';:-">~_-'...:;-32 . - :;':!' '~'1 ~.~. ,,~ f .I) ? ',_.' ~.:, "\ -'.l' ;;.: SPEOmOATIONS OONSTRUOTION DETAILS OLEARING, GRUBBING AND REMOVAL OF STRUOTURES OLEARING: 30 The right of way will in general be cleared to the width of *' feet on each side of the center line, but will be cleared to greater widths where ordered by the Engineer. Clearing outside of the right of way shall be done under the same specifications and be paid for at the same price as clearing within the right of way. The clearing will in all cases conform to the stakes set by the Engineer. Within the lines staked by the Engineer, except as hereinafter specified, all trees, brush, logs, and other organic matter shall be removed and burned within the right of way. No stump shall be left in the cleared space with a height greater than its diameter. Under fills of more than five (5) feet the tops of stumps shall be cut at least two feet below grade. Trees designated by the Engineer shall be left standing and care shall be exercised by the Contractor not to damage such trees in falling adjacent timber or in burning. All merchantable timber shall be cut into logs of standard lengths and decked along the side of the clearing or within the right of way outside of the clearing, free from rubbish and worthless logs. At such times as the State or Government authorities prohibit burning, the refuse from the clear- ing shall be piled along the sides of the right of way at points where its burning will not damage standing timber, and when such prohibition is removed the piles of refuse shall be burned. Clearing must be carried on and completed at least one-half mile ahead of the grading. . Clearing will be paid for by the acre for the area actually cleared by the Contractor in accord. ance with the stakes set by the Engineer. GRUBBING: All stumps and roots embedded in the ground within the areas included between the slope stakes of all excavation, and all embankments sf fi>:e (8) fsst 81' 1888, shall be removed and burned within the right of way. At such times as the State or Government authorities prohibit burning, the refuse from the grubbing shall be piled along the sides of the right of way at points where its burn- ing will not damage standing timber, and when such prohibition is removed, the piles of refuse shall be burned. Grubbing will be paid for by the acre for the area actually grubbed by the Contractor within the limits above specifitid. REMOVAL OF STRUOTURES Where the Contractor is required to remove from the right of way buildings, fences, puncheon, telephone poles, irrigation flumes, or other structures not constituting a part of the roadway, and the removal of which is not elsewhere provided for in these specifications or the plans, such work will be considered as extra work, and shall be done according to the Engineer's instructions and paid for as provided under the clause covering extra work. In case structures constituting a part of the roadway, such as existing culverts or bridges, are re- quired to be torn out and removed, such work will be considered as incidental to the structures which replace the ones removed and will not be paid for separately, and compensation for their removal will be regarded as included in the payment for new structures, unless otherwise specifically provided in the Special Provisions at the end of these specifications or on the plans. Dl L GRADnr~ l>J!:SORIl>>TION: Under this head is included all excavations and embankments required for the formation of the roadbed, the digging of drain ditches and cutting new channels for streams, either within or without the right of way, excavations or embankments for bridges, culverts, and other structures, and the grad- ing of intersecting highways and private roads, and grading new approaches when ordered by the Engineer. CLASSIFICATION: Grading shall be classified under the heads of Solid Rock Excavation, Loose Rock Excavation, Common Excavation, Excavation for Structures, Ditch Excavation, and on Paving improvements there shall be the additional classification of Sub grade Excavation. Material from barrow pits shall be classified under the heads of Solid Rock Excavation, Loose Rock Excavation, and Common Excava- tion. Solid Rock Excavation will include all ledge rock that cannot be removed without drilling and blasting and all boulders containing more than one-half cubic yard. Loose Rock Excavation will include detached rock and boulders containing one cubic foot or more, and less than one-half cubic yard, cemented gravel and hard pan. Cemented gravel is defined as gravel caused to cohere by infiltrated calcereous or silicious matter, or by the effect of such infil- tration combined with that of pressure, and which cannot be loosened by picking or by plowing with a 6-horse team. Hard pan is defined as a mixture of clay, sand, pebbles, and small rock so firm. ly compacted that it cannot be loosened by picking or by plowing with a 6.horse team. Common Excavation will include all excavated material not included under the heads of Solid Rock Excavation, Loose Rock Excavation, Sub grade Excavation, Excavation for Structures, and Ditch Excavation. Excavation for Structures will include all material excavated for the footing of culverts, bridges, and retaining walls. Ditch Excavation will include all material excavated in constructing channel changes and other ditches, not including the side ditches in the regular road section or side borrow pits. In case loose rock or solid rock is encountered it will be so classified. Subgrade Excavation shall be so classified on paving improvements only, and shall include that 'material excavated from the traveled roadway of an existing road surfaced with gravel or crushed rock where the location follows such existing road, and where the cut at the crown of the existing road is three (3) feet or less. In case loose rock or solid rock is encountered, it will be so classified and paid for instead of sub grade excavation. In excavations where the cut at the crown of the existing road is greater than three (3) feet, the material will not be classified as Sub grade Excavation, but will be classified as common, loose rock, or solid rock, as the case may be. In computing subgrade ex- cavation the material in the shoulders of the existing road above the base of the pavement and within two and one-half feet of the edge of the pavement will be allowed as subgrade excavation. EXCAVATION: Excavation shall include the removal of and satisfactory disposal of all materials taken from within the limits of the work contracted for. All excavation shall, if required, be taken or hauled into the nearest embankment to the extreme distance required by the Engineer. The surplus beyond what is necessary to form the contiguous em- bankment, is to be disposed of in widening- the embankment uniformly along one or both sides of the same, or is to be deposited in waste banks, or is to be hauled to form any embankment on the road to be improved, as the Engineer may direct. In cases where the quantity of material taken from the regular cuttings shall not be sufficient to form the requisite embankment, the deficiency shall be supplied by taking material from cuttings within or without the right of way, at such places as the Engineer may direct, or from an enlargement of the regular cuttings, made uniformly on one or both sides of the same, and the sides of the excavation in all cases shall be dressed to such slopes as the Engineer may require, provided, that if the Contractor shall have sloped such excavation by direction of the Engineer before widening the same, payment for sloping the second time shall be made by force account as hereinafter provided. El Wherever the Engineer may deem such a course necessary, the cuttings shall be made below grade, and clean sand, gravel, loose rock or other material deemed proper for the roadbed, shall be procured by the Contractor and deposited as the Engineer may direct. In Solid Rock Excavation, the Contractor shall be required to excavate eight (8) inches below the grade and to backfill to true grade and crown with material as specified above. . Such excavation and backfill will be estimated and paid for at the contract price for common excavation, solid rock excavation, or common borrow, as the case may be. The surface of the roadbed shall conform strictly to the final grades set by the Engineer, and shall be composed of the best materials obtainable from the excavation. No boulders shall be left protruding from the surface and all stones of greater diameter than two inches shall be removed from the entire surface of the roadbed. EXCAVATION FOR STRUCTURES: Foundation pits for culverts, bridges, and other structures, shall be excavated to the depth and lines indicated on the plans or established by the Engineer. The material obtained from such excava- tion shall be used, as the Engineer may require, either in constructing embankments, or for back- filling over and around the structures after they are complete, or, in case it is unsuitable for either of these purposes, it shall be disposed of in such manner as to avoid obstructing the stream or other- wise impair the efficiency or appearance of the structure or other parts of the road. The backfilling of openings made for structures shall be considered as a necessary part of the excavation, though the Engineer may require that the material for use in making a backfill be obtained from a source entirely apart from the structure. On paving improvements the backfill for structures shall be made in layers not more than six (6) inches thick, and each layer shall be thoroughly tamped or rammed before the next succeeding layer is laid. Where the material used in making the backfill is difficult to compact, the Engineer may require each layer t1 be thoroughly flushed with water if in his judg- ment such flushing would be desirable. Compensation for such wetting shall be included in the con- tract price for "Excavation for Structures." Measurement will be made to lines 12 inches distant laterally from the greatest outside dimension of the completed structure. Excavation for structures will not be further classified into Solid Rock or Loose Rock Excavation. OVERBREAK AND SLIDES: Side slopes shall be made as staked by the Engineer. In case finished slopes slide into the excavation during the progress of the work, the slide material shall be removed at contract price per cubic yard. Slopes undercut at the base by draglines used in excavation, or destroyed in any manner by act of the Contractor, shall be resloped, parallel to the slope as staked by the Engineer, at the Contractor's ex- pense. In solid rock excavation, overbreaks due to blasting will be removed by the Contractor at his own expense. EMBANKMENT: The materials composing the embankment must be entirely imperishable, and wherever the natur- al surface upon which the embankment is to be placed is of such a nature as, in the judgment of the Engineer, would impair the stability or usefulness of the surface, it shall be removed to such width and depth as the Engineer may direct, and the material so removed, disposed of as ordered. On paving improvements all embankments shall be constructed in successive horizontal layers not exceeding eight (8) inches in thickness. Each layer shall be rolled with a self-propelled roller weighing not less than ten (10) tons and such rolling shall extend across the entire fill. If the mate- rial does not compact readily under rolling, each layer shall be sprinkled with water before or during the process of rolling in order to secure a thoroughly compacted mass. Layers shall be carried up full width from the bottom of the fill to avoid the necessity of widening on the edges after the center has been brought up to grade. The contract price per cubic yard of excavation shall be full compensation for such rolling and sprinkling. Whenever the site of an embankment is covered with snow sufficiently deep to impair the utility of the work, the same must be removed and deposited beyond the slope stakes, at the Contractor's own expense. Work of this nature shall always be at least one hundred (100) feet in advance of the embankment. E2 I I l... BORROW PITS: Borrow pits shall be connected with ditches and drained tQ the nearest natural outlet. Side slopes of borrow pits in.all cases shall be dressed to such slope as the Engineer may direct. A berm of not less than six (6) feet in width shall be left between the slope stakes of the embankment and the edge of the borrow pit, and a berm of not less than two (2) feet shall be left between the outside slope of the borrow pit and the right of way line. The berm must consist of original unbroken ground. OVERHAUL ON EXCAVATION: Excavated material shall be hauled to any distance that the Engineer may direct. Whenever the material is hauled to a distance greater than four hundred (400) feet, the Contractor will receive addi- tional compensation for overhaul on excavation. The method of computing overhaul shall be by appli. cation of the mass diagram. WASTE AND BORROW: The Contractor will not be allowed to waste and borrow in lieu of hauling the material as required. DISPOSAL OF SURPLUS MATERIAL: All surplus excavation and waste material shall be used uniformly to widen embankments along one or both sides of the same, or to flatten side slopes, or be deposited in such other places and for such other purposes as the Engineer may designate. DEPOSIT OF STONE: II The Contractor, when directed by the Engineer, shall deposit on the side of the road, or at such convenient points as may be designated, any stone or rock that he may excavate, and if in so doing, he shall deposit material required for embankment, the additional number of cubic yards of excavation required in forming such embankment will be allowed and paid for. All stone or rock excavated and deposited as above shall be the property of the County, and the Contractor will be held responsible for its safe keeping until removed by proper authority, or until the contract is completed. DRAINAGE DITCHES: All ditches shall be constructed as shown on the plans and shall be so graded as to conform to the natural flow of the water to culverts, or natural or artificial channels. In going from cut to fill the ditches shall be cut to the right or left before reaching the fill. Under no circumstances shall the water be allowed to run upon the fill. METHOD OF MEA,SURE,MENT OF QUANTITIES: All grading will be measured in excavation in its original position by cross sectioning, except in the case of borrow pits of necessity so irr!'lgular in shape as to make accurate measurement impossi- ble, in which case, the volume of the settled embankment shall be taken as the volume of the borrow pit. PAYMENT: Grading will be paid for by the cubic yard of excavation at the respective unit price bid for the various classes of excavation provided for and the price paid for such excavation, with the additional price paid for overhaul as hereinafter defined, shall be full compensation for excavating the material, hauling into embankment or disposing of it as directed by the Engineer, and finishing the roadbed and slopes as heretofore directed. The price paid for excavation shall include hauling the material within and up to a distance of four hundred feet. As compensation for hauling excavated material to distances greater than the speci. fied four hundred feet, the contract price for overhaul will be paid on each yard for each one hundred feet that it is hauled beyond the above specified four hundred feet. Payment for Excavation for Structures will be made at the contract price per cubic yard for "Ex- cavation for Structures," which price shall be full compensation for all necessary pumping, bailing, draining, sheeting, diversion of streams, etc., and backfilling ,over and around such structure to the original surface of the ground. Ea r ~~~~U::;;:'ABHINGTON' TIMBER STRUCTURES Timber and lumber shall be placed where indicated by and as shown on the plans, or where di- rected by the Engineer. LUMBER: All lumber shall conform to the grading and dimensioning rules of the West Coast Lumberman's Association. All lumber in permanent structures, subject to bending or compressive stresses, shall be Select Structural Douglas Fir, or Select Common Douglas Fir, as the plans direct. Lumber used for tem- porary or construction purposes, but subjected to bending or compressive stresses, shall be Select Common, or No.1 Common, subject to the decision of the Engineer. Hewed timber may be substituted for sawed timber, subject to the approval of the Engineer, and shall be of cross-section equal to that as shown for sawed timber on the plans, exclusive of sap or wane. Compensation will be made for hewed timber in accordance with the dimensions shown on the plans for the sawed timber it replaces. CREOSOTED LUMBER: When creosoted lumber, blocks, or piling are required, the methods and materials hereinafter specified shall be used: CREOSOTE: Creosote oil used as a paint or timber preservative shall be the pure product obtained from coal gas tar or coke oven tar and shall be free from any tar, oil, or residue obtained from petroleum, or any other source, including coal gas tar or coke oven tar. It shall be completely liquid at 350C and shall be free from suspended matter. The specific gravity at 380C shall not be less than 1.03 nor more than 1.10. Dry oil when distilled by the retort method outlined in Bulletin No. 65, American Railway Engi- neers and Maintenance of Way Assn., shall give not more than 5% distillate at 2100C, nor more than 25% at 2350C or more than 85% at 3150C. The oil shall yield a coke residue not to exceed 3% and shall contain not to exceed 3% of water. BRUSH OR DIPPED PROCESS: Where creosoting is performed by painting or dipping, two applications shall be made, the second application shall not be applied until the first application has dried for at least four hours. Creosote shall be maintained at a temperature of from 1800F. to 1900F., while being applied. PRESSURE PROCESS: All timber or piling specified as creosoted, under the Pressure Process, .shall be treated as follows: The timber shall be placed in a pressure retort and creosote oil, as hereinbefore specified, in- troduced at a temperature of 160 to 180 degrees Fahr. Heat is applied and the temperature of the oil gradually raised to 190 degrees Fahr., and held at that temperature for 5 or 6 hours, a sufficient length of time to warm the timbers through. When the timbers are thoroughly warmed, a vacuum of 24 to 27 inches is drawn on the oil still holding a temperature of 190 degrees Fahr. The vacuum is started at 16 to 18 inches, and as the timber seasons, is gradually raised to 24 to 27 inches. The full period of vacuum should be 12 to 16 hours. It shall be continued until the rate of seasoning of the timber is 1/10 pound of water per cubic foot of wood per hour. After the seasoning is complete, the vacuum shall be released and a pressure of 120 to 135 Ibs. per square inch put on the oil. This pres- sure shall be continued for four to six hours, keeping the temperature between 180 to 190 degrees Fahr. When the process is complete, the wood shall contain not less than 12 Ibs. of creosote oil per cubic foot. Great care must be exercised in handling the creosoted material not to break the creosote seal. Jl L ..r' Full payment for all labor, material and equipment used in the process of creosoting lumber or piling shall be included in the price bid per thousand feet for lumber in place, or per linear foot pil- ing in place, or per square yard of blocks in place TIMBER STRUCTURES: Timber Trestles. Timber trestles shall be built according to the approved plans in a thoroughly workmanlike manner. They may be either built on pile bents or timber bents. Pile Bents. Piles for trestles shall conform to the general specifications for timber piling (either treated or untreated). They shall be driven in all respects to conform with "Foundation Piles," here- inbefore specified, except that they will extend above ground water level. All piles shall be "spot- ted" by pegs set to true line and position. They shall be driven as near perpendicular as possible. In case a pile becomes out of plumb during driving, it shall be straightened before it is cut off or braced. Piles broken while driving or straightening shall be replaced at the Contractor's expense. All cut-offs shall be made parallel to the grade line and in the true grade plane. Perfect bearing must be made between pile head and cap for piles in a bent. Piles driven below grade shall be removed and new ones driven. No shimming will be allowed. All pile heads shall be painted with one coat of hot creosote before the cap is put on. Caps shall be placed truly at right angles to the center line, except on curves, and securely drifted to each pile. Boring for drift bolts shall be done with a bit 1/16 inch less in diameter than the drift bolt to be in- serted. All drift bolts shall be at or near the center of the pile. The entire top of the cap shall be thoroughly saturated with creosote before the stringers are laid. Stringers shall be accurately centered and parallel. Outside stringers shall have butted joints, while interior stringers will have lap joints, each interior stringer having full width bearing on cap. Joints shall be broken and stringers either toenailed or drifted, as called for on the plaIls. Stringers must be of sufficient length to cover two bents. Stringers shall not vary more than 1/8 inch in depth. Any variation in excess of this amount must be sized off. Stringers shall have 2 inch by 6 inch lattice brac- ing at the center of all spans firmly toenailed to the stringer. All pile bents over 10 feet high shall be braced transversely at each bent and longitudinally in al- ternate pair of bents. Single-story bracing shall not exceed 20 feet. All bracing shall be done accord- ing to the approved plans. All bracing shall be bolted through the pile at the ends and boat spiked at intermediate intersections. %-inch bolts with malleable iron washers shall be used. Pile bents shall generally not exceed 40 feet in height. TIMBER BENTS: 'l'imber bents may be set on mud sills at locations approved by the Engineer. In all other cases they shall be set on concrete pedestals. All sills must be held above the ground and all parts of them shall be open to free air circulation. Sills shall be dowled to the pedestals, and where resistance against overturning is required, they shall be strapped to the footings. Straps, weight of footings, etc., to resist overturning shall be as shown on the plans. All framed bents shall have sills, whether on mud sills or concrete pedestals. Single framed bents shall be limited to 40 feet. All outside posts shall be battered, as shown on plans, and all posts shall be dapped into cap and sill as shown. All surfaces in contact shall be satu- rated with standard creosote at a temperature of 180 to 190 degrees Fahr. before erection. All fram- ing shall be done accurately and to the best standard of workmanship. Bracing shall be done according to the approved plans, fastened as specified for pile bents. Lumber shall be selected common, unless otherwise specified, subject to the Engineer's inspection. i ., "j ~ l ~ j :'~ .~ ~ i FLOORS FOR TRESTLES: The trestle flooring shall be of the type specified on the plans. J2 RAIL AND GUARD RAIL: The rail and guard rail shall be built according to the approved plan. They shall be perfectly aligned as to line and grade and have perfect fitting joints. All rails shall receive two coats of standard paint as specified under" Paint for Wood." PAINT FOR WOOD: Paint for wood shall consist of a mixture of white lead and boiled linseed oil. The linseed oil shall comply with Standard Specifications for Purity of Boiled Linseed Oil from North American Seed S. D. 11-15. The paint when mixed shall contain not less than 18 pounds of pigment to each gallon of linseed oil for the first coat. Not to exceed twenty per cent of zinc oxide may be substituted as pigment for the last coat. The total amount of pigment for the last coat, however, shall be 18 pounds per gallon of boiled linseed oil. The USe of drier will not be allowed in paints having boiled linseed oil as a vehicle. Ready mixed paints for wood shall be shipped in the original sealed containers of the manufactur- er and must have the true guaranteed formula or chemical analysis of the contents plainly marked on the outside. PAINTING WOOD WORK: . All wood surfaces which are to be painted must be perfectly dry and free from oil, or dirt. All paint for wood work shall be applied w~th brushes and be evenly spread and thoroughly worked into all seasoning cracks, corners and recesses. At least five days shall elapse before a second coat is put on in order to allow the first coat to be thoroughly dry. Painting shall be done where shown on the plans. Paint shall not be applied in wet or freezing weather, and shall not be applied on creosoted sur- faces. MEASUREMENT OF TIMBER AND LUMBER: All timber and lumber shall be measured by the one thousand feet board measure (M.B.M.) in place. PAYMENT: All timber and lumber will be paid for at the contract price per M. B. M. in place; such price shall be full compensation for furnishing and placing all timber and lumber, spikes, bolts, and other mate- rials, tools, equipment, labor, and work incidental thereto, including painting and creosoting where specified. -", 'I "j Ii- ~ ~ f' ,~ ~ " t :~ ;. ." ) J3 ,,-~---,:.';, -< .'.:'S";;:::i.~~~'~-. .;~--:~--:L,g::-':';.~:_;l ~~\i-Y~::::':,~::' ..-.~ OULVDTS DESORIPTION: All end walls, retaining walls, catch basins, drop inlets, etc., and all concrete and masonry cul- verts and bridges, or parts of same, shall be constructed in accordance with plans and of the par. ticular kind of concrete or masonry indicated on the plans in these specifications. MATERIALS: The materials and workmanship shall conform to the requirements of the specifications for the class of concrete or the kinds of masonry used. PAYMENT: The basis of payment for concrete and masonry drainage structures shall be as provided in the speci- fications for concrete and masonry, herein before given. OONORETE PIPE: Concrete pipe culverts shall be constructed wherever indicated on the plans or directed by the Engineer. MateriaJs. Concrete pipe shall be circular in cross-section and in lengths of not less than two (2) feet. It must be dense, smooth and free from any imperfection that would impair the strength. It shall be mixed in the proportions of one (1) part Portland cement, two (2) parts sand and one and one-half (11h) parts clean pea gravel; or one (1) part Portland cement and three (3) parts of properly graded aggregate. The cement shall meet the requirements specified under" Concrete Structures." The aggregate shall meet the requirements contained elsewhere in the specifications for concrete structures, except that the maximum size of coarse aggregate shall be no greater than three-eights (3-8) of the wall thickness of the pipe. The concrete materials shall be mixed to the desired consistency in a batch mixer of opproved type. Mixing shall continue for at least one minute after all materials, including water, are in the mixer. The minimum thickness or shell and the minimum amount of reinforcing shall be as set forth in the following table: Inside Diameter in Inches 12 Plain 18 Reinf 24 Reinf. 30 Reinf. 36 Reinf. Minimum Thick~ ness of Shell- Inches 2.00 2.00 2.75 3.00 3.25 Triangular Rein- forcement Four Inch Mash, Lb. per Sq. Ft. None 0.30 0040 0.40 '0.50 All pipe must be the product of approved factories. The Engineer reserves the right to reject the product of any pipe works whenever in his opinion, the methods of manuracture are not such as to guarantee uniform results, or where the materials are such as to produce inferior pipe. The En- gineer shall have access to all parts of the pipe'factory, storehouses, yards, etc., at any time. All pipe shall be kept wet continuously for ten (10) days immediately following manufacture. Pipe shall not be laid until thirty (30) days old. The finished pipe sh~ll be sound, hard, and dense, free from porousity, cracks, or distortion. Plastering or grouting of defects will not be permitted. The pipes shall have the factory name or trade mark as well as the date of manufacture plainly impressed thereon. Joints of all reinforced pipe shall be of the lock-joint or butt type with positive connections between sections of pipe. Joints of plain twelve (12) inch pipe may be of the bevel or overlapping type, joints shall be thoroughly sealed with a mortar composed of one (1) part Portland cement and one (1) part sand. M1 L The bevel, butt or overlapping type of joint may be used for reinfoced pipe with the addition of a mortar collar, composed of one part Portland cement and one part sand, and having a width of eight (8) inches and a thickness of two and one-half (2%) inches, and placed over the joint during construc- tion. Construction. A trench shall be excavated to the lines and one (1) foot below the grade given by the Engineer, if so ordered, and backfilling with gravel or other suitable material and thoroughly tamped to give any unyielding foundation. Compensation for the additional excavation will be made at the contract price for "Excavation for Structures." Compensation for the backfilling to the grade of the bottom of the pipe and tamping same, will be made by "Force Account." While laying the pipe the joints shall be thoroughly sealed with a mortar composed of one (1) part Portland cement and one (1) part sand, care being taken to protect the joints until the mortar has thoroughly set. Reinforced pipe having a bevel, butt or overlapping joint shall be thQroughly cleaned before the mortar collar is placed. A form shall be used to hold the mortar in place on the lower two-thirds of the collar until it has hardened. After the pipe is placed, the trench shall be backfilled with gravel or other suitable material, and thoroughly tamped as backfilling progresses. Special attention shall be given to tamping joints. Concrete pipe, thirty-six inches or more in diameter, to be placed under embankments of eight feet or more, shall be reinforced during construction of embankment with four by four posts placed in a vertical position. The posts shall be lightly wedged in place at three foot intervals where the embankment is four feet or more over the pipe. If there will be water in the pipe during the construc- tion of the embankment, the posts and wedges shall be soaked in water twenty-four hours before being placed. VITRIFIED TXLE: Virtified tile pipe shall be double strength, salt-glazed, sewer pipe, free from all defects im. pairing its strength. A trench shall be excavated to grade and line, as given by the Engineer or to one (1) foot below grade, if required, and backfilled with gravel or other approved material, and tamped to grade to insure an unyielding foundation. Compensation for the additional excavation will be made at the contract price per cubic yard for "Excavation for Structures." Compensation for the backfilling and tamping to the grade of the bottom of the pipe will be made by "Force Account." Particular atten- tion shall be aid to excavation for the bells of the tile, to prevent the bell from bearing on the founda- tion. Tile shall be laid with the bell end upstream and all joints shall be cemented with Portland cement mortar mixed in the proportion of one (1) part cement and two (2) parts sand. Backfill shall be thoroughly tamped as it progresses, paying particular attention to joints. Payment. Culvert pipe will be paid for at the contract price for linear foot of pipe in place, which shall be full compensation for furnishing the pipe, cementing joints, backfilling and tamping, and all other incidental work except the excavation. Excavation of the trench will be paid for at the contract price per cubic yard for "Excavation of Structures." Headers or End Walls. Headers or end walls shall be constructed where called for on the plans and of tIle materials and dimensions indicated on the plans. M2 ..;.;.i.. ~, UNDERDRAINS DESCRIPTION: At such places as shown on the plans, or as designated by the Engineer underdrains shall be constructed. They shall have suitable outlets into culverts to drain water entirely away from the road. They shall be constructed to the line and grade furnished by the Engineer and in accordance with the plans. ' POROUS TILE: Porous tile shall be laid where required by the Engineer. The tile shall be whole and free from cracks and other defects, and shall be satisfactory to the Engineer. A trench shall be excavated six (6) inches below grade of tile and backfilling to grade line with clean gravel. The ends of the tile shall be laid in close contact, covered with a piece of burlap six (6) inches wide, and long enough to wrap one and one-half (1~) times around the pipe, giving double thickness to the top half. The trench carrying the pipe shall then be backfilled with gravel or other suitable material and thoroughly tamped. PAYMENT: All tile drains will be paid for at the contract price per linear foot of pipe in place, which shall be full compensation for furnishing the materials, laying, and all other work incidental thereto, except backfilling with gravel, and excavation. Excavation of the trench will be paid for at the contract price per cubic yard for "Excavation for Structures." Backfilling with gravel will be paid for at the contract price per cubic yard for "Gravel Back- filling. " Nl !,J ) Wi I [ GUARD RAIL DESORIPTION: Guard rails shall be constructed where indicated on the plans or directed by the Engineer, and shall conform in all respects to the requirements of the Standard plans for same. MATERIALS: Materials shall be as indicated on the Standard Plan for guard rails for the type of guard rail to be used. Timber post and guard rails shall conform to the specifications for "Timber and Plank." OONSTRUOTION: Timber posts shall first be creosoted for a distance of three and one-half (3%) feet at their butt ends. Creosoting shall conform to the specifications for creosoting specified for" Timber Structure," asing dipped process. They shall then be set verically, to the full depth shown on the plans, and accur- ately lined. The post holes shall then be backfilled, using especial care to see that only suitable ma- terial is used in the backfill and that it is thoroughly tamped. The top of the posts shall be sawed to exact grade after the tamping of the backfill is finished. The railings shall be securely spiked in place and the entIre guard rail painted with two coats of white lead and linseed oil. Paint shall con- form to the specifications for painting specified for "Timber Structures." PAYMENT: Guard rail will be paid for at the contract price per linear foot of guard rail complete in place, which price shall include all materials and labor, excavating, backfilling, painting, and other work in. cidental thereto. 01 ~. SPEOIFIOATIONS FOR GRAVEL SURFAOING ONE-OOURSE SUBGRADE: Immediately in advance of depositing the surfacing material, the sub grade shall be brought to the proper line, grade, and cross-section. Shoulders shall be formed true to line and grade, and free from humps, depressions or other inequalities. All ruts and inequalities shall be levelled and filled by means of a log drag, or other approved device. Any existing ruts which contain storm water shall be drained as far as possible in advance of the preparation of the sub grade. The Contractor shall constantly keep the sub grade in good repair, 4raining ruts, and shaping the sub grade by drag- ging or other means as may be found necessary in order to provide a uniform and well compacted subgrade. Any stones exceeding two (2) inches in the largest dimension which are found upon the subgrade in advance of depositing the surfacing material shall be removed by the Contractor and the cost of removing same shall be included in the contract price per cubic yarll of surfacing material in place. DESORIPTION: This surfacing shall consist of one course, having the dimensions and cross-section shown on the plans, being composed of screened gravel containing natural soil as binder, constructed on the sub- grade as hereinbefore specified, in accordance with these specifications. MATERIAL: The gravel to be used for surfacing shall be of reasonably unHorm quality throughout, free from soft or disintegrated stones, <>.r other objectionable matter, and shall be approved by the Engineer. The surfacing material shall contain such a. percentage of clay or other binding material as the Engi- neer may direct, but if in the judgment of the Engineer there is an excess of such fine material, such excess shall be screened out and wasted. In no case shall the clay content including binding material exceed fifteen (15) per cent. The gravel shall be screened by means of a rotary screen to meet the f9110wing requirements: Passing a one and one-half (llh) inch rotary screen 100%. OONSTRUOTION METHODS: The surfacing material shall be deposited upon the sub grade to the amount, width, and cross- section, shown on the cross. section. The spreading shall be done as soon as the surfacing material is dumped, and the material shall be uniformly distributed. In case hauling is done over surfacing already deposited the surface shall be constantly dragged, care being taken to fill all ruts caused by the hauling and the haul shall be distributed in such a way as to compact the surfacing material already laid, as much as possible. Clay or other suitable binding material shall be added in such quantities not to exceed the total clay content of fifteen (15) per cent as may be directed by the Engineer, so that the surfacing material will pack firmly under traffic. MEASUREMENT AND PAYMENT: The amount of surfacing material to be placed on the roadway may be increased or decreased at the option of the Engineer as the conditions may require. The gravel will be measured on the trucks or wagons at the pit or bunkers. Payment for surfacing will be made at the contract price per cubic yard in place, which price will be full compensation for preparing the subgrade and constructing and finishing shoulders, furnishing all gravel; .binder, and all tools, equipment, labor, and other incidentals necessary to complete the work. R1 ESTIMATE OF QUANTITIES. I I, !II I: Clearing 7.3 acres Ii , Grubbing 4.0 acres Excavation) Common 6030.0 cu. yds. Exoavation) Ha.rd pan 1000.0 cu. yds. Excavation, Loose rock 1000.0 cu. ydih Exca.vation, Culvert 100.0 cu. yde. Ov.r~ul 3000.0 cu. yds. Cul'i 81'tS) 12" plain concrete 327.0 feet 24" reinforoed oone. 36.0 feet Gra.vel 1825.0 cu. yds. Ditohing 100.0 cu. yds. Muck 100.0 ou. yds. I I. ~. .. ,;i..~_~.!: ",~~.,~~.,_~~,~;.~:~;d)_'~~;~~~it:~ji~;;j~~f~f~;;:}{"- -1 PROPOSAL To the Board of Oounty Oommissioners, .____~r~JJ ~_~Jgm_.._____.. Oounty, Washington. Gentlemen: . . -' L- . . The undersigned hereby certl~__that''''''_'h'''''' --..-____..ha....r.. examllled the locatIOn of Permanent Highway No. ..__.>:t...J<;;..., -.--.--...--h...____._...!!~J!.~.~.~.<?!:l: --___._h..County, between station__158_t.4.o'h'''h' and station.~l.l~.fQ_'_____h_' and ha.5___read and thoroughly understand the plans, specifications 'and con- tract governing the work embraced in this improvement and the method by which payment will be made for said work, and hereby propose______..to undertake and complete the work embraced in this improvement, in accordance with the said plans specifications and contract, for the lump sum price of .~.~~;:"~~k~E~~~;:~;~e:~tf1;::r--' changes should be made, either increasing or decreasing the amount of work to be done, the under- signed bidder proposes and offers the following unit prices, which may be used as a basis of computing the value of the work to be added to or deducted from the lump sum contract. ~ ~ //6" 5 c.' ....J " ,--~ Attaehed heret<> is eemlied eheek 1 ~~..~........DOllara ($.~q({:'.<( .tn-able to CO~/aI\.Uditor of.........._ . --.....h.._P...h____.h_..__.County, Washington, this amount being 1ieft per cent ( ) of the total . . P-d- tf: . :J -L <- (]/IA. - # $ ---- Dated at ........................................... .......th>S.......... ..~....day 01 ..y!:~.................192..... (~{}~:~~~ d!~..>!!.....~.~....... . - ~ N~... ..[-..~.... .---... -. ._... ......... .......... ..................... Contractor. ~-...__...._.__.h.~~...~.........___........_._.__..___ (If bidders are co-partners, or incorporated company, so state, giving firm name under which business is transacted.) Yl .~~..2~h'; .c.-'-.::;._. '"'~~"_ _..~oO..~Lt<''--.lii ;...:.. ~.~.,,_,Ij . . "- " .., --_..'-'--....'_......-<-....~-""-~........, :;, -'''-'--~'---------- " CERTIFICATE OF TRANSCRIPT..Audltor. .. Greenwood, Printer-Stationer STATE OF W ASH/NGTON, } ss. COUNTY OF JEFFERSON, '; 1,.----__.................... .__................ .......___......., Auditor of jeffers on County, do hereby certify that the I foregoing is a true and correct copy of .. .... ~.. .--__.~~... ._~.. '~~'o 0 _po _.~~. o~_...~_ ____.~ p_.. ~p__. ._~. __._. o~ "_0 _____.. . - - - .. - . - - . - ~_o _ _ . _ _ . . _ _ _ _ _ _ . _ . . _ _ . 0 _ _ . . . _ _ . 0 _ _ _ _ . _ ~ _ _ . _ _ .. p _ .. _ p _ . . .. _ . . _ . _ . . _ _ . _ _ _ . , . . . . . ; . _ . . _ . _ .. _. _ . . . . _ . . . 0 ~ p . ~ _ . _ _ ... _ . . _ . 0 ~ . _ _ . . _ _ . .. _ _ 0 _ p _ . _ _ . . _ _ _ _ _ _ _ # as the same appears of record on page ....................... record of.... Volume Number............ ........ of the Records of said County. '.. ........ ................................. __....................... Witness my hand and official seal, this .. . .. day of......................................., A. D. 192....... ............................ ___.... ........ ........................, County Auditor, By..... ...... ..,..... . ,'...... ..... .......................,......." Deputy. . .,......r./ \ '_,;:.:::,./:;,:;S,U&l.:..- .. _., J~~_\.t~,.;.,.,- ~ :~,-i';.:'~~~j;1~~~<; ~,. 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