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CONTRACT, PLANS AND,SPECIFICATIONS
For
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P'E R MAN E N T
HIGHWAY
N o. 9
JEFFERSO~\COUNTY
port Townsend
Washington.
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INDEX
Contract and Specifications
Instructions to Bidders
Contract
Definition of Terms
General Provisions
Special Provisions'
Clearing and Grubbing
Grading
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Jrtasonl'V
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~(!Le :Structufl'lrs
Timber Structures
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Culverts
Guard Rails
Crushed Rock Surfacin
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Proposal
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............................JJ..IJ;E:E'SRSON..............,..cOUNTY, WASHINGTON
ENGINEER'S OFFICE
INSTRUOTIONS TO BIDDERS
OPENING OF PROPOSALS:
, Sealed bids for this imp~ovement . will be rec eived by. the . Boa~d of County ommissi ne1]ll?~
....~.e.F.:f.E.B.~.N..County III the offIce of the Board, untIl 10.00 0 clock a. m., .. ....................+..,;>----
.............1-1J/.r..~........., at which time they will be publicly opened and read. No shall be withdrawn
or changed after the time for' receiving bids shall have expired.
DATE FOR OOMPLETION:' / ~
The work under the eontra.t shall he fully completed on or heforU~_.....c...:.n...h...1-.n.h....
RIGHT TO REJEOT BIDS:' l/ - I
The right is reserved to reject any and all proposals, to accept the proposal or proposals deemed
best for the County, or to advertise for new proposals when in the opinion of the Board'the bestin-
terest of the County will be promoted thereby.
PROPOSAL GUARANTY:
A certified check made payable to the Treasurer of the County of......r;'FIi~..........for
an amount equal to at least five per cent (5%) of the total amount bid must accompanye1.tih bid as
evidence of good faith, and as a guarantee that, if awarded the contract, the bidder will execute the
contract and give bond, as required.
FORMS FURNISHED:
'Each bid must be made on the form attached to these specifications.
DELIVERY 01' PROPOSALS:
Each proposal or bid shall be completely sealed in a separate package, addressed to the Board
of County Commissioners of......."'~E.EE.RSON__....mCounty' with the name of the improvement for
which the bid is submitted plainly written on the outside of the package.
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SIGNATURES:
Proposals must be signed by the bidder with the signature in full. When a co~pai'tnership is a
bidder, the agent who signs the proposal for the firm shall also show the names and addresses of the
individuals composing the firm. When a corporation is a bidder, the person signing for it shall state
under the laws of what State the corporation was chartered, and the name, title, and address of the
officer having authority under the by-laws to, sign contracts. The proposal shall also bear the seal of
the cQrporation, attested by its secretary. Anyone signing the proposal as agent must file with it legal
evidence of his authority to do so. Postoffice address, county and state must be given after each sig-
nature.
IRREGULAR PROPOSALS:
Any omission of prices on items shown in the proposal forms, or any addition in writing to the form
of the bid, or any condition, limitation, or provision will be .liable to render the proposal informal
and to cause its rejection. The contract should not be filled in until after the awardal.
CONTRACT PAYMENTS:
The contract will be a lump sum contract. Monthly estimates of the work done will be made by
the EngiDJler, and there will be retained from moneys due on such estimates a sum equal to fifteen (15)
per cent of the value of all work performed, the total estimate of which is Two Hundred Thousand
Dollars ($200,000) and less, and ten (10) per cent of the value of all work performed, the total estimate
of which is in excess of Two Hundred Thousand Dollars ($200,000).
EXAMINATION OF PLANS, SPEOIFICATIONS AND SITE:
Bidders are required before submitting bids to examine carefully the site of the proposed work,
a8 well as the proposal, plans, specifications, and contract form for the improvement contemplated.
Profession of ignorance regarding the requirements of the work will in no way serve to modify the pro-
visions of the contract.
MATERIAL SAMPLES:
Before any contract is awarded, the bidder may be required to furnish a complete statement of
the' origin, composition and manufacture of any or all materials to be used in the construction of the
roadway, together with the samples, which samples may be subjected to the tests provided for in
these specifications to determine their quality and fitness for the work.
A WARD OF CONTRAOT:
The award of the contract, if made, will be tothe lowest responsible bidder. No award will be
made untiJ all necessary investigations are made as to the responsibility of the bidder.
RETURN OF PROPOSAL GUARANTY:
As ~oon as the bid prices have been compared, the Board will return the guaranty deposits accom-
panying such of the proposals as ,in its judgment ~ou~d not be considered in making the award.
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All other proposal guaranties will be held until the contract and bond have been executed, after
which they will be returned to the respective bidders, whose proPosals they accompany.
OONTRAOT BOND:
The successful bidder will be required to furnish, before entering upon the work, a corporate
surety bond in full amount of the contract conditioned for the faithful performance thereof.
EXEOUTION OF OONTRAOT:
The individual, firm or corporation to whom or to which the contract has been awarded, shall sign
the necessary agreements, entering into a contract with the County, and furn.ish bond upon the forms
prepared by the Engineer, and return them to the Board within twenty (20) days from date of not~ce
of award. No proposal shall be considered binding upon the County prior to the execution 9f the
contract.
FAILURE TO EXEOUTE OONTRAOT:
Upon failure to enter into the contract and furnish the necessary bond within twenty (20) days
from the date the notice of award is made, the certified check accompanying the bid will be forfeited
and the check will be cashed and the proceeds paid into the Road and Bridge Fund of the Oounty.
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 specifications and plans.
ESTIMATE APPROXIMATE:
All quantities, classification and amounts shown in the Engineer's estimate of the work to be
done, are understood to be only approJiimate.
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CONTRACT
THIS AGREEMENT, made and entered into thiL_u_._uu_uu..g.,!y. oL_m_uum~_m_________u_mmmn.,192umm'
between the BOARD OF COUNTY COMMISSIONERS of -,...IlPFERS~O_N._._._mmuu'_.u____COUNTY,
State of Washington, acting under and by virtue of Chapter 35 of the Laws of 1911, as amended, ,here-
inafter called the Board, and, -_ _, _ m 00 00 __ m _h __ __ 0000 um 00" u_ 00 __ hU__ ___ uh.m u.m 00 0000_ U_h_n. muu_.u 00 _~ 00 '00' _._ _hu m 00 _. 00 00 00 00" of
-- -- -. --' --.- __u -- --.- -- -, -- -_00 -- - --.- ---- --.___ __ ______._ _____ ___ __ ____ _ _ __ __ ____ __ ___ __ __ _ for .__________ _____________seL_ ____, _ __ _00__ _, _ __ ____._ __ __ __ _._ _, ___._. _____ _heirs,
executors, administrators, successors and assigns, hereinafter called the Contractor.
WITNESSETH:
That in consideration of the payments, covenants and agreements, hereinafter mentioned, to
be made and performed by the parties hereto, the parties hereto covenant and agree as follows:
DESORIPTION OF WORK:
1. The Contractor shall do all work and furnish all materials_n~cessary to construct, improve and .
complete Permanent Highway NO,_~uuu_h_m_,__n_uu__uknown as the_(l1lm!?_c;.;5!.f.l1u:7m.~?/.d!o.wumu.m__u__.
Road, in..JEFFERSON_uu.______________uu___.n,_u__uum__ _u__UU_Un__'uum__ County, Washington, between Station
. - - - 00 00 - - - __ _ _ _ uu__ _ _ _ _ _ _ _ __ 00 _ _ _ 00 __ _ _ 00 00 00_ m __ Q _+.Q _12_ _ _ _ __ _ _ _ _ _ u _ and S tati on_ 00 _ __ _ _ _ _ _ _ _, _ _ _ _ _ _ _ _ _. _ _ 00..' _ _ _ _ _ _ _. _ __ _ _ _ _ _ _ _ _. _ _ _ _ _ _ _ _. _ _ _ _ _... _ _ _ _ _ _ _. _. _ _. _ _.
in accordance with and as described in the attached plans and specifications, and in full compliance with
the terms, 'conditions, and stipulations herein set forth and attached, now referred to and by such refer-
ence incorporated herein and made part hereof as fully for all purposes as if here set forth at length,
and shall perform any alterations in or additions to the work covered by this contract and every part
thereof and any extra work which may be ordered as provided in this contract and every part thereof.
II. The Contractor shall provide and be at the expense of all materials, labor, carriage, tools, im-
plements and conveniences and things of every description that may be requisite for the transfer of
materials and for constructing and completing the work provided for in this contract ,and every part
thereof.
SUPERVISION OF WORK:
III. It is understood and agreed by and between the parties hereto that the work included in this
contract is to be done under the direct supervision and to the complete satisfaction of the county engi-
neer or the construction engineer, and hereinafter called the Engineer, or his duly authorized represen-
tative, and that his decision as to the true construction and meaning of the contract, plans, specifica-
tions and estimates and as to all questions arising as to the proper performance of the work shall, suhject
to approval by the State Highway Engineer, be final.
ANNULMENT OF CONTRACT:
IV. 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 prompt-
ness, and diligence, or fail in the performance of any of the agreements herein contained, the Board shall
be atliberty, 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 of the materials, tools and ap-
pliances thereon, for the purpose of completing the work included in this contract, and employ by con-
tract, or otherwise, any other person or persons to finish the work, and provide the materials therefor,
and in: case of such discontinuances 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 th e 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 dif-
ference to the Board.
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COMPLETION OF CONTRACT:
V. The Contractor hereby agrees to commence the work called for under this agreement within
ten (10) days from the date hereof, and to complete all the work called for under this agreement in all
parts and requirements before the....____.___._..._...___..__day oL......._...m....__'___...__.......m...____C_..__......_.m__...' 192m_....'
PROVIDED, however, that the Board shall have th e right, in its discretion, to extend the time for com-
pletion of said work. No such extension shall be val id unless the same be in writing and signed by the
Board or its chairman. All requests for an extension of time must be in writing and be accompanied
by the written consent to such extension by the surety on the bond of the Contractor.
In case an extension of time is asked for by th e Contractor and granted by the Board, the Con-
tractor agrees to reimburse....---"EFF-E-RSON..- ___....m...._.m..m_..m......_,County for all engineering and
inspection costs incurred in the prosecution of this contract from the date herein named as the date of
c?mpletion unti~ the actual date of completio~ and acceptance. To i~Fid. reimbi~rsement, the En-
gIlleer shall certIfy monthly to the County AudItor all amounts duem.,____......n__E_RS_Q.._-1..___..m__________.....____
County for such extra engineering and inspection and the County Auditor will charge the same 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.
The Board hereby reserves the right to make use of any portion of s;;t.id work before the completion
of the entire work .without invalidating the contract or constituting acceptance of any of the work.
VI. Time shall be of the essence of this contract, 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 extended, l;1e sha~l be liable to pay to the Board as and for liqui-
dated damages and not as penalty the sum of.kn.4aIJar:.5.._m..m,.__..for each and every day which may
elapse between the appointed and actual time of completion, which said sum is hereby agreed upon, fix-
ed and determined as the damage that will be suffered by such failure to complete within the time
named; and the Board may 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 obli-
gations and penalties in respect to the fulfillment 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 con-
tract.
RIGHT OF WAY:
It is understood and agreed by the Contractor, that, if it should appear at any time that the afore-
said county has not acquired title to all of the right of way and lands necessary for the performance of
the work under the provisions of this agreement, the Contractor waives any and all claim for damages
against the aforesaid county and its officers, which the Contractor may sustain by reason of any delay
in the performance of said work occasioned by the failure of the aforesaid county or its officers to ac-
quire title to any of said lands or right of way, but that the date of completion will be extended a num-
ber of days equal to the period of such delay.
VII. Payments shall be made for work and labor performed and materials furnished under this
contract according to
(a) The lump sum price of.____,m______..__.._.........._m________,____m..__.._____.___.__m.._nDollars ($.._.......___m....____'_____..) and
in no other manner whatsoever, Provided, however, that the Board reserves the right upon recommenda-
tion of the Engineer to increase or diminish the amounts of work to be done as called for upon the ac
companying plans and specifications, 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."
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(b) The schedule of rates and prices and the specifications hereto attached and made a part hereof.
The Engineer shall determine the unit quantities and the classifications of all work done and materials
furnished under the provisions of this agreement, and his determination thereof shaH be final and con-
clusive and binding upon the Contractor.
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. In compliance with the provisions
of Chapter 166, J..Jaws of 1921, as amended to date, 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 fifteen (15%)
per cent of such estimates, said sum to be retained by the State, County, City, Town, Distr~ct, Board, or
other public body, as the case may be, as a trust fund for the protection and payment of any person 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 retained for a period of
thirty (30) days following the final acceptance of saiU 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 Remington & Ballinger's Annota-
ted Code and Statutes of Washington as now existing and in accordance 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 ex-
ceeds said amount. In case of lump sum price a schedule of prices to be used as a basis of partial pay-
ments shall be based upon the prices in the preliminary estimate, which prices shall be increased or re-
duced in the same ratio that the lump sum price bears to the preliminary estimate.
The certificate of the State Highway Engineer, 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.
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Final payment shall be made as follows: After the expiration of thirty (30) days following the ~inal
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 attorney's fees, shall be paid to said Contractor.
VIII. 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 Bo ard, and no payment shall be made for any' altera-
tion 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 Perma-
nent Highway Fund unless there be sufficient money to pay such warrant in such fund to the credit of
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Permanent Highway herein described shall be improved or constructed pursuant to a petition as pro-
vided 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.
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ALTERATIONS IN OR ADDITIONS TO WORK OR AMPLIFICATION OF PLANS:
IX. Any alterations in or additions to the work covered by this contract or any part thereof deem-
ed necessary by the Engineer may be made in the work shown and described in the plans and specifica-
tions, but only upon written order of said Engineer or his authorized representative, and when So
made, the value of the work so added or omitted shall be computed by the Engineer under the provi-
sions of this contract, and the amount so determined shall be final and conclusive and binding upon the
Contractor.
The schedule of unit or itemized prices hereto attached is intended to form a part of this contract
and shall constitute, as far as possible, the basis upon which the value of all work added or omitted
shall be computed.
It is also understood and agreed that the Engineer may furnish to the Contractor such additional
plans and explanations, not inconsistent with the purpose and intent of the original plans and specifica-
tions as said Engineer may deem necessary to detail and illustrate the work, and that the Contractor
shall conform to and abide by the same.
INSPEOTION OF WORK AND MATERIALS:
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X. The Contractor shall provide sufficient, safe, and proper facilities at all times for the inspec_
tion of the work by the Board or its authorized representative. The said Contractor shall furnish the
said Board or its authorized representative, without charge, samples of materials used in construction as
said samples may be required, in order that the character of such material may be determined. All mate-
rials and methods shall be subject to approval of the Engineer.
Defective work or material may be condemned by the Engineer any time before the final acceptance
of the work. Notice of such condemnation shall be given in writing by the Engineer. Such condemna-
tion and work shall be immediately taken down or changed. Defective material shall be immediately
removed or disposed of to the satisfaction of the Engineer. Failure or neglect on the part of the Engi-
neer to condemn unsatisfactory material or reject inferior 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 aforesaid county from recovering damages in case fraud was practiced, or for defective work
resulting from the Contractor's dishonesty.
Time lost in replacing such improper work shall not furnish any ground to the Contractor for claim-
ing an extension of time for the completion of the work, and shall not release the Contractor from
damages or liabilities for failure to complete the work within the time required.
Incompetent, careless, or negligent employees or agents shall be forthwith discharged by the
Contractor upon the written request of the Board, or Engineer in charge, and failure to comply with
such requests shall be sufficient grounds for the termination of this contract.
UNAVOIDABLE DELAYS:
Should the Contractor be delayed in the prosecution or completion of the work by the act, neglect, or
default of the Board or of the Engineer of any other contractor employed upon the work, or by any dam-
age caused, by fire or other casualty for which the Contractor is not responsible, or by combined action of
workmen, in no way caused by or resulting from default or collusion on the part of Contractor, then the
time herein set 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 aforesaid, which extended period shall be determined and fixed by
the Board, whose determination shall be final, but no such allowance shall be made unless a claim there-
for is presented in writing to the Board within ten (10) days after the occurrence of such delay.
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AOOEPTANOE OF WORK:
XI. It is further mutually agreed between the parties hereto that approval of the final estimate by'
signature thereon of the State Highway Engineer shall constitute acceptance, on the date of such ap-
proval, of the work and materials included in the items comprising such final estimate, provided, how-
ever, such approval shall not constitute an acceptance of any unauthorized work; that no payment made
under this contract, except the final payment, shall be evidence of the performance of this contract, either
wholly or in part, but that no payment shall constitute an acceptance of unauthorized or defective work
or of improper material.
RISK, WORK, AND MATERIAL:
XII. The work and material for such improvement, including any extra work that may be ordered,
shall be at the sole risk of the Contractor until the same shall have been finally accepted by the Engi-
neer, Board and the State Highway Engineer, and any damage or loss that may occur or result to the
same and any protection against, and repair or replacement of, damage or loss thereto, prior to accept-
ance of said improvement, shall fall upon and be made good by the said Contractor at his own expense.
RESPONSIBILITY NON-TRANSFERABLE:
XIII. The Contractor shall not let, assign, or transfer this contract, or any interest therein or any
part thereof, without the consent in writing of the Board. The Contractor shall file with the Board a
duplicate of all sub-contracts made and approved as aforesaid.
The Contractor shall give his personal attention to the work at all times and shall be present, in
person or by duly authorized representative, on the site of the work continually during its progress and
shall receive instructions from the Engineer. Any Hub-contractor shall be considered the agent of thc
Contractor and the latter shall be responsible for all work and material furnished and any indebtedness
incurred by such agent. If any sub-contractor faUs to perform work in a manner satisfactory to the
Engineer, the Board may terminate the sub-contract under which such work is being perf()rmed.
DAMAGES-PERSONS AND PROPERTY:
XIV. The ContractQr 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 directly or indirectly of any op-
erations of said Contractor or any of his servants, employees, or sub-contractors, or of any breach or
violation of the provisions of this agreement or of any of his du'ties or obligations thereunder. The Con-
tractor shall also assume 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.
MEDICAL AID-INDUSTRIAL INSURANOE:
It is mutually agreed between the parties hereto that whenever any payments or contributions are
required under the provisions of Chapter 74, Laws 1911 (Industrial Insurance Act), or any amendments
thereof, and Chapter 28, Laws of 1917 (Medical Aid Act), or any amendments thereof, and such pay-
ments or contributions are due and unpaid, the Board may deduct and retain from any sums due the
Contractor hereunder the amount of such paymen ts or contributions, and pay the same into the funds
created by said acts for the benefit of said Contractor.
EIGHT-HOUR DAY:
XV. It is 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 (8) hours each, except in cases of extraordinary emergencies. No case of extraor-
dinary emergency shall be construed to exist in any case where other labor can be found to take the
place of the labor which has already been employed for eight (8) hours in any calendar day. In case
of the violation of the provisions of this article, th e Board shall have the right to cancel this contract
without written notice, and shall have the right to complete the work in the manner provided in Article
IV hereof.
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BOND:
XVI. The Contractor agrees to execute and furnish to the Board a good and sufficient bond with an
approved surety company as surety, said bond to be payable to the aforesaid county in the penal sum
of the full amount of the contract, conditions that all the provisions of this contract shall be faithfully
performed by the Contractor, and shall indemnify the aforesaid county against any direct or indirect
damages that shall be suffered or claimed, for injuries to persons or property during the carrying out of
the work of this contract, and further conditioned as required by law for the payment of all laborers,
mechanics, sllb-contractors and materialmen, and all persons who shall supply such person or persons or
sub-contractors 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 Contractor to furnish other or additional security.
XVII. The Board hereby promises and agrees with the Contractor to employ, and does employ the
Contractor to provide the materials and to do and cause to be done the work upon aforesaid permanent
highway.
, and to complete and finish the same according to the attached plans and specifications and the terms
and conditions herein contained, and hereby contracts to pay for the same at the time and in the man.
ner and upon the conditions provided for in this contract and every part thereof. The Board further
agrees to employ the Contractor to perform any alterations in or additions to the work covered by this
contract and every part thereof and any extra work that may be ordered and to pay for the same under
the terms of this contract.
The Contractor for himself, and for his heirs, executors, administrators, successors and assigns, does
hereby agree to the full performance of all the covenants herein contained upon the part of the Con-
tractor.
XVIII. It is further provided that no liability shall attach to the aforesaid county by reason of
entering into this contract, except as expressly provided herein.
IN WITNESS WHEREOF, the said Contractor has executed this instrument, and the said Board
of County Commissioners of aforesaid county purs:uant to resolution duly adopted, has caused this in-
strument to be executed by and in the name of said Board by its Chairman, duly attested by its Clerk,
the day and year first above written, and the seal of said Board to be hereunto affixed on the date in
this instrument first above written.
(SEAL)
Contractor
ATTEST:
Clerk of said Board.
BOARD OF COUNTY COMMISSIONERS OF
uu.u-huu__.....u...uuJEFEER.SQN....cOUNTY,
WASHINGTON.
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Deputy.
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SPEOIFIOATIONS
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 Oommissioners of....~.E.EE.EB.SO.N...............Oounty.
ENGINEER: County or Construction Engineer, or his duly 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 corporati<m, 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............................................,
acting through the Board of County Commisioners. The contract shall include the 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 performin/1; 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 gnarantee 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 to be furnished by the bid-
der as a guarantee of good faith to enter into contract with the County of......~U;J:.E~.B.~.Q.~.......--....,
if the work contemplated is awarded to him.
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SPECIFICATIONS
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 AFFEOTING 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 matter 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 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 wili 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 NOTIOE:
Any written notice to the COIl,tractor 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.
OO-OPERATION OF OONTRAOTOR REQUIRED:
The Oontractor 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.
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The Contractor shall provide and maintain at llS own expense III passa e con 110n s em.
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.
neeI'.
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 OlJstructions 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. '
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 Oontractor, 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.
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USE OF MA'lERIALS FOUND ON WORK:
In the absence of special provision to the contrary, the Contractor may use any stone, gravel, s~d,
etc., that may occur in the regular roadway excavll.tions, and ,which may not be ll~e<Jed to makE! ~lie
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 haI),dled 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 Dlark 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, tpe 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 whieh
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 tlie 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 Contraetor shall take every
precfJ,ution 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 of the quantities of work performed will be made by the Engineer based on
measurements taken by him or his assistants. In computing volumes, the method of average end areas
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will be used for excavation and embankment. Other quantities will be cOlnputed in the units used
in the proposal form, according to well organized engineering principles, and no local rules or cus-
tOIns 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, 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 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 maintain all con-
struction camps in accordance with the rules and regulations of ,the County and State Board 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.
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SPEOIAL PROVISIONS FOR ','PERMANENT HIGHWAYS"
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 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 allDwed, 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 and labor, 'with an addi-
tion of ten per cent (10%), which ten per cent shall cover all overhead expense, profit and use of tools
and equipment, except that the ten per cent shall not apply to industrial insurance and medical aid.
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.
S/ruc/-ure
All excavation shall be classified as c?mmon excavation.
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BPEOIJ'IOATIONB
CONSTRUCTION DETAILS
CLEARING, GRUBBING AND REMOVAL OF STRUCTURES
CLEARING: 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 ror at the same price as clearing
within the right of way. 'l.'he 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 reet 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
ralling 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.
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GRUBBING:
All stumps and roots embedded in the ground within the areas included between the slope
stakes or ~Jl excavation, and all embankments or 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 or 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.
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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 otherw.ise specifically provided in
the Special Provisions or on the plans.
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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.
OLASSIFICATION:
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 heads of Solid Rock Excavation, Loose Rock Excavation, and Common Excava.
tion.
~olid Rock Excavation will include all ledge rock that cannot be removed without drilling and
blastlllg 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 plo'willg with a 6-horse team.
Common Excavation will include all excavated material not included under the heads of Solid
Rock Excavlltion, Loose R,ock 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.
Subgrade Excavation shall be so classified on paving improvements only, and shall include that
materinl 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
rond 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
rond 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 mnterial 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 sub grade excavation.
EXOA V A TION:
Excavation shall include the removal of and satisfactory disposal of all materials taken from
within the limits of the work contracted for
~AU excavation shall. if required. be tak~n or hau1eo 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 diRposed of in widening' the embankment Ulliformly 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
reg'uJAl' cutting'S shall not be sufficient to form the requisite embankment, the deficiency shaH be
f'mpplied by taking material from cuttings within or without the right of way, at such places as the
F:ng-ineer may direct. or from an enlargement of the regular cuttings, maoe uniformly on one or both
SHies of the same, and the sides of the excavation in all cases shall be dressed to such slopes as the
Eng'ineer 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.
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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 grea tel' 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 EngineeL' may require each layer to be thoroughly flushed with water if in his judg-
ment such flushing would be desirable. Oompensation 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 drag'lines used in excavation, or destroyed in any manner by act of the
Oontractor, shall be resloped, parallel to the slope as staked by the Engineer, at the Contractor's ex-
pense.
In solid rock excavation, overbreaks shall he 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 fun
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.
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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 berme 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 berme 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 berme 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-
ca tion of the mass diagram.
WASTE AND BORROW:
The Contractor will not he 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:
The Contractor, when directed by the Engineer, shall deposit on the side of the road, or at such
convenient points as may he designated, any stone or rock that he may excavate, and if in so doing, he
shall deposit matel:ial 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.
lVIETHOD O}l' 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, 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 slop~s 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.
E~
TIMBER STRUCTURES
rrimber 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 he 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 an;}' 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 2350 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 more 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.
11
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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 cl'eosoted material not to break the creosote seal.
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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.
workmanlike manner.
Timber trestles shall be built according to the approved plans in a thoroughly
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 nut 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 plaI1s. 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 %-inch bolts with malleable iron washers shall be used.
Pile bents shall generally not exceed 40 feet in height.
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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.
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RAIL AND GUARD RAIL:
The rail and guard rail shall be built according to the approved plan. '1'hey shall be perfectly
aligned as to line and grade and have perfect fitting joints.
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 Ooat.
100 pounds of white lead paste (8 Ibs. 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) ;
1% gallons of pure raw linseed oil;
1% 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 Ibs. of white lead) ;
3% to 4% gallons of pure raw linseed oil;
1 pint of pure turpentine;
1 pint of rosin-free drier.
POI' repainting old surfaces two coats are required as follows:
(1) Same as "Body Coat" above with the addition of 1f2 gallon of oil and % gallon of turpentine.
(2) Same as "Finish Coat" above.
Linseed oil shall comply with the requiremen ts of the "Standard Specifications for Purity of
Raw Linseed Oil" from North American Seed A. S. '1'. M. Standards 1918, Serial Designation Dl-15,
and subsequent amendments thereto.
White lead pigment shall contain not less than 92ro 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
D13-2l 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.
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CULVERTS
DESCRIPTION:
End walls, retaining walls, catch basins, drop inlets, etc., and concrete and masonry culverts and
bridges, or parts of same, shall be constructed in accordance with the plans and of the particular kind
of concrete or masonry indicated on the plans or 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 m the
specifications for concrete and masonry, herein before given.
See page D-2 for removal of structures.
PIPE CULVERTS:
Pipe culverts shall be constructed wherever indicated on the plans or directed by the Engineer.
Pipe culverts shall be of plain concrete or reinforced concrete as called for on the plans. Double
strength, salt glazed vitrified clay sewer pipe may be substituted for plain concrete pipe at the option
of the contractor.
The maximum embankment to be placed over a plain concrete pipe culvert measured from the
top of the culvert to the crown of the roadway or slope of the embankment in, a vertical line shall be as
follows:
Internal diameter 12 inches;
" " 18,"
" " 24 "
" " 30 "
height of embankment 30 feet
" "20 "
" "15 "
" "12 "
The maximum embankment to be placed over a reinforced concrete pipe culvert measured from top
of the culvert to the crown of the roadway or slope of the embankment in a vertical line shall be as
follows:
Internal diameter 12 inches; height of embankment 40 feet
" " 18 " " " 30 "
" " 24 " " " 25 "
" " 30 " " " 22 "
" " 36 " " " 20 "
The minimum height of embankment to be placed over a plain concrete pipe shall be two feet, ex-
cept in side road connections and the minimum height of embankment to be placed over a reinforced
concrete pipe shall be one foot.
CONCRETE PIPE:
Ooncrete pipe shall be circular in cross-section and in lengths of not less than two (2) feet. It shall
be dense, smooth and free from imperfections.
Materials. Ooncrete for the pipe 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" Ooncrete Structures."
The aggregate shall meet the requirements contained in the specifications for Ooncrete Structures,
except that the maximum size of coarse aggregate shall be no greater than three-eights (%) of the wall
thickness of the pipe. The aggregate shall be well graded from coarse to fine. The material passing
a one-quarter (14) mesh sieve shall meet the strength requirements for Fine Aggregate under" Oon-
crete Structures" when graded to conform to the upper limit of that specification.
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The concrete materials shall be mixed to the desired consistency in a batch mixer of approved
type. lVIixing 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:
Plain Concrete Pipe (without metal reinforcement)
Inside Diameter Minimum Thickness
in Inches of Shell-Inches
12 2.00
18 2.25
24 2.75
00 3M
Plain concrete pipe shall be machine made.
REINFORCED CONCRETE PIPE
Inside Diameter
in Inches
12
18
24
30
36
Section Area of Transverse
Reinforcing Steel in Sq. Ins.
Per Foot of Width
0.052
0.052
0.074
0.074
0.140
Minimum Thickness
of Shell-Inches
2.00
2.25
2.75
3.00
4.00
The tran'sverse steel shall be spaced not more than four inches center to center and shall be tied
with sufficient longitudinal wires to form a unit that will hold its form and position and in the form
while the concrete is being placed.
Transverse steel is defined as steel placed in planes perpendicular to the axis of the pipe, ,
All pipe shall be the product of approved factories. The Engineer reserves the right to reject the
product of any pipe ,vorks whenever in his opinion the methods of manufacture are not such as to guar-
antee uniform results, or where the materials are such as to produce inferior pipe. The Engineer 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 follo'wing manufacture. Pipe
may be steam cured;, however, steam curing shall not be started until the cement has taken its final set.
The period for keeping the pipe wet specified above may be shortened one day for each 24 hours of
steam curing. Pipes that have not been steam cured shall not be laid until thirty (30) days old; pipes
that have been steam cured shall not be laid until twenty-five (25) days old. Pipe, while being cured
in the yard, shall be covered with burlap.
The finished pipe shall be sound, hard, and dense, free from porosity, cracks, or distortion. Plaster"
ing or grouting of defects "vill not be permitted. Ninety-five per cent of the area of the inside of plain
pipe shall show troweling by the inside form. Ninety per cent of the area or the outside of plain pipe
shall show web.
The pipes shall have the factory name or trademark plainly impressed thereon, and shall be marked
as reinforced pipe where such marking is necessary to distinguish the reinforced from the plain pipe.
The date of manufacture or the pipe and the letter "R" for reinforced pipe shall be stamped in the con-
crete.
Joints of reinforced pipe if or the bevel, overlapping or butt type shall have a positive metal con-
nection of a desig'n approved by the Engineer. Reinforced pipe may be of the bell and spigot type, in
which case metal connections will not be required. All joints shall be thoroughly sealed, both inside
and outside, with a mortar composed of one part Portland cement and one part sand,
The bevel, overlapping or butt type of joint without metal connections may be used for reinforced
pipe with the addition of a mortar collar, composed of one part Portland cement and one part sand,
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and having a width of six (6) inches and a thickness equal to the thickness of the wall of the pipe less
one-half inch, placed during construction.
Joints of plain (unreinforced) pipe shall be of the bevel, overlapping or bell and spigot type and
shall be thoroug'hly sealed. A mortar collar, composed of one part Portland cement and one part sand,
and having a width of six (6) inches and a thickness equal to the thickness of the wall of the pipe less
one-half inch shall be placed around the pipe at joints of the bevel or overlapping type.
CONSTRUCTION:
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 in-
sure an unyielding foundatioil. Compensation for 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 except 'where the backfilling is
called for on the plans. While laying the pipe the j oint shall be sealed as specified above, care being
taken to protect the joints until the mortar has thoroughly set. All pipe shall be laid with the bell or
larger end up stream.
Pipe having a bevel, butt or overlapping joint shall be thoroughly 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 or wet earth
shall be carefully packed around the lo'wer two-thirds of the mortar collar as it is placed.
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 (36) inches or more in diameter, to be placed under embankment of eight
(8) 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 em-
bankment is six (6) 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 (24) hours before
being placed.
VITRIFIED CLAY CULVERT PIPE:
Vitrified clay culvert pipe shall be of the best quality, double strength and salt-glazed. They
shall be sound and well burned throughout their thickness, impervious to moisture, with a clear ring,
smooth and well glazed on the interior and exterior surfaces, free from cracks, fla'ws, blisters, fire-checks
or other imperfections. Any pipe which varies between any two diameters more than three per cent
(3%) or which betrays in any manner a want of thorough vitrification, or the use of improper or insuf-
ficient materials or methods in the manufacture shall be rejected.
TESTS:
Vitrified clay culvert pipe shall comply with the specifications of the American Society of Testing
Materials, Serial Designation C13-24 and all subsequent amendments thereof, unless other'wise stated in
these specifications, and all tests shall be made in accordance with the A. S. T. lVI. specifications.
The State Highway Engineer shall be permitted to select specimens, mark pipe, etc. as outlined in
the above specifications.
SIZES AND DIMENSIONS:
All pipe shall be of the bell and spigot type of the sizes and dimensions sho'wn in the following
table and shall comply with the following physical test requirements:
Internal Diameter
12 inches
18 "
24 "
30 "
Maximum Crushing
Strength, Lbs, per Lin. Ft.
1800
1900
2500
3500
Maximum Absorption
Per Cent
8
8
8
8
Wall Thic~ness
1 inch
114 "
2 "
214 "
Tests for crushing strength shall be made by the three-edge bearing method.
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INSPECTION:
All pipe shall be subject to inspection at the point of delivery. All pipe shall be free from fractures,
large or deep cracks and blisters, laminations and surface roughness and shall be subject to rejection
on account of the following:
(a) Fracture or cracks passing through the shell or socket, except that a single crack at either end
of a pipe not exceeding two (2) inches in length or a single fracture in the socket not exceeding three
(3) inches in width nor two (2) inches in length will not be deemed cause for rejection unless these de-
fects exist in more than five per cent (5%) of the entire shipment or delivery.
(b) Blisters where the glazing is broken or which exceed three (3) inches in diameter, or which
project more than one-eighth (1/8) inch above the surface.
(c) Laminations which indicate extended voids in the pipe material.
. (d) Fire cracks or hair cracks sufficient to impair the strength, durability or serviceability of the
pIpe.
(e) Glaze which does not fully cover and protect all parts of the shell and ends, except that glaz-
ing will not be required on the outer surface of the barrel at the spigot end for a distance from the end
equal to two-thirds (2/3) the depth of the socket or spigot for the corresponding size of the pipe.
,(f) Failure to give a clear ringing sound when placed on end and dry tapped with a light ham-
mer.
A tr.ench 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 in-
sure an unyielding foundation. Oompensation for the additional excavation will be made at the con-
tract price per cubic yard for" Excavation for Structures." Oompensation for the backfilling and
tamping to the grade of the bottom of the pipe will be made by Force Account except where the back-
filling is called for on the plans. Particular attention shall be paid to excavation for the bells of the
tile, to prevent the bell from bearing on the foundation. Olay pipe shall be laid with the bell end up
stream and all joints shall be cemented with Portland cement mortar mixed in the proportion of one
(1) part cement and one (1) part sand.
Vitrified clay culvert pipe shall be backfilled with sand, gravel, clay or loam which is free from
large rock. The backfill shall be brought up to a depth of one (1) foot over the bell ends of the culvert
and shall be tamped as backfilling progresses, to insure full support under the pipe.
Payment. Oulvert pipe will be paid for at the contract price per 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 as stated under Oonstruction, on Page M-3. Excavation of the trench 'will
be paid for at the contract price per cubic yard for" Excavation for Structures." See Page D 2 for re-
moval of structures.
Headers or End Walls. Headers or end walls shall be constructed where called for on the plans
and of the materials and dimensions indicated on the plans.
REMOVING PIPE CULVERTS:
'Where shown on the plans or designated by the Engineer, the contractor shall take up existing pipe
culverts and place them on the edge of the right of 'way. If not fit for further use, the pipe shall be
disposed of as directed by the Engineer. For compensation see "Removal of Structures," page D 2.
'Where the removed culvert is not replaced by a new structure, compensation for removal of the pipe
shall be covered by the contract price per cubic yard for" Structure Excavation."
RELAYING PIPE CULVERTS:
Removed culvert pipe shall be relaid 'where shown on the plans or where designated by the Engi-
neer. The contract price per linear foot for relaying culvert pipe shall be full compensation for all
labor, materials, tools and equipment employed in connection 'with the transportation and relaying of
the pipe.
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INSPECTION:
All pipe shall be subject to inspection at the point of delivery. All pipe shall be free from fractures,
large or deep cracks and blisters, laminations and surface roughness and shall be subject to rejection
on account of the follo'wing:
(a) Fracture or cracks passing through the shell or socket, except that a single crack at either end
of a pipe not exceeding two (2) inches in length or a single fracture in the socket not exceeding three
(3) inches in width nor two (2) inches in length will not be deemed cause for rejection unless these de-
fects exist in more than five per cent (5%) of the entire shipment or delivery.
(b) Blisters where the glazing is broken or which exceed three (3) inches in diameter, or which
project more than one-eighth (1/8) inch above the surface.
(c) Laminations which indicate extended voids in the pipe material.
. (d) Fire cracks or hair cracks sufficient to impair the strength, durability or serviceability of the
pIpe.
(e) Glaze which does not fully cover and protect all parts of the shell and ends, except that glaz-
ing will not be required on the outer surface of the barrel at the spigot end for a distance from the end
equal to two-thirds (2/3) the depth of the socket or spigot for the corresponding size of the pipe.
. (f) Failure to give a clear ringing sound when placed on end and dry tapped with a light ham-
mer.
A tr.ench shall be excavated to grade and line, as given by the Engineer or to one (1) foot below
grade, if required, and backfilled vvith gravel or other approved material, and tamped to grade to in-
sure an unyielding foundation. Compensation for the additional excavation will be made at the con-
tract 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 except where the back-
filling is called for on the plans. Particular attention shall be paid to excavation for the bells of the
tile, to prevent the bell from bearing on the foundation. Clay pipe shall be laid with the bell end up
stream and all joints shall be cemented with Portland cement mortar mixed in the proportion of one
(1) part cement and one (1) part sand.
Vitrified clay culvert pipe shall be backfilled with sand, gravel, clay or loam which is free from
large rock. The backfill shall be brought up to a depth of one (1) foot over the bell ends of the culvert
and shall be tamped as backfilling progresses, to insure full support under the pipe.
Payment. Culvert pipe will be paid for at the contract price per 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 as stated under Construction, on Page M-3. Excavation of the trench will
be paid for at the contract price per cubic yard for" Excavation for Structures." See Page D 2 for re-
moval of structures.
Headers or End Walls. Headers or end walls shall be constructed where called for on the plans
and of the materials and dimensions indicated on the plans.
REMOVING PIPE CULVERTS:
'Where shown on the plans or designated by the Eng'ineer, the contractor shall take up existing pipe
culverts and place them on the edge of the right of way. If not fit for further use, the pipe shall be
disposed of as directed by the Engineer. For compensation see" Removal of Structures," page D 2.
Where the removed culvert is not replaced by a new structure, compensation for removal of the pipe
shall be covered by the contract price per cubic yard for" Structure Excavation."
RELAYING PIPE CULVERTS:
Removed culvert pipe shall be relaid where shown on the plans or where designated by the Engi-
neer. The contract price per linear foot for relaying culvert pipe shall be full compensation for all
labor, materials, tools and equipment employed in connection with the transportation and relaying of
the pipe.
M4
SPEOIFICATIONS FOR ORUSHED GRAVEL SURFACING
TWO OOURSE
SUBGRADE:
Immediately in advance of depositing the surfacing material, the subgrade 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 an 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 dragging 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 lqrgest dimension which are found upon the subgrade in
advance of depositing' the surfacing material shall be removed by the Contractor and the cost of re-
moving same shall be included in the contract price per cubic yard of surfacing material in place.
DESORIPTION:
This surfacing shall consist of two eOlll'SeS having the dimensions and cross-section shown on the
plans, the lower or base course being composed of crusher run stone with natural soil binder and the
'top course of crusher run stone containing the dust of fracture as binder, constructed on the prepared
subgrade in accordance with these specifications.
MATERIAL:
The gravel to be used for surfacing shall be of reasonably uniform quality throughout, free from
soft or disintegrated stones, or other objectionable matter, and shall be approved by the Engineer. The
gravel shall be crushed and screened by means of a rotary screen into tw'o sizes known as Base Stone
and Screenings.
Base Stone. Base stone shall consist of that portion of the product of the crusher which will
meet the following requirements:
Pass~ng a 11;2 i~l~rot~ry screen n.ot less than 100 per cent.
Retmned on a ~ih'Ch CIrcular openmg from 67 % to 75%,
Screenings. Screenings shall consist of that portion of the product of the crusher including the
dust of fractW)t~which will meet the following requirements:
Passing ~nch rotary screen not less than 100 per cent.
OONSTRUOTION METHODS:
The surfacing material shall be deposited UpOn the prepared subgrade to the amount, width, and
cross-section, shown on the plans. The spreading shall be done as soon as the surfacing material is
(lmuped, 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 fal' 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; to construct as
much of the hase course as possible from any setup before beginning construction of the top course
from that particular setup, that is, until the screenings begin to overflo'w and must necessarily be
removed. and spread; and to thoroughly drag the surfacing continuously during the course of construc-
tion. in a manner satisfactory to the Engineer.
Filler: Clay or other suitable binding material shall be add.ed in such quantities not to exceed
the total clay content of fifteen (15) per cent aB may be directed. by the Engineer, so that the surfac-
ing material will pilck firmly under traffic.
Shoulders; Shoulders shall be constructed as shown on the plans. After the surfacing has been
placed and compacted, the earth shoulders shall be levelled down and the entire roadbed trimmed up
so ilS to provide a uniformly crowned. and well drained. cross-section as indicated on the plans. Any
loose rock, stones, or boulders that lllay be dragged to the surface or made to protrude by this oper-
ation, shall be removed from the roadbed and placed along the edge of the right of 'way.
QUANTITY OF SURFACING:
The amount of surfacing material to he placed on the roadway may' be increased or decreased at
the option of the Engineer as the conditions may require.
MEASUREMENT AND PAYMENT:
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
shall be full compensation for preparing the subgrade, constructing and finishing shoulders, furnish-
ing, crushing, screening, loading, hauling and spreading of the surfacing material, the furnishing and
spreading of the binder, the dragging as hereinbefore specified, and the furnishing of all tools, equip-
ment. labor and other incidentals necessary to complete the work.
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Oct -, 1'j2, STAlE HIGHWA.Y ENGIHE"-~
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PROPOSAL
To the BO!lo1'd of Oounty Oommissioners,
....",;.f.Efi.B.g.9.N..Oounty, WashiDgton.
Gentlemen:
The undersigned hereby certif........that................ ...........ha.~...... examined the location of Permanent
Highway No. ................, ...................~.~.EEf,i;B.~.Q.fY ........... County, between station............................ and
station............................, and ha........readand 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 embra~ed in this
improvement, in accordance with the said plans, specifications and contract, for the lump sum price .of
..--.............-.............-..............................--..............,........-...............................--..-........-......---.....-.................-.........................-.................-.........-....-...........-...............--.....................-....................-.........
In case any extra, work should arise outside of the lump sum contract, or any properly authorized
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........................................... ............................Dollars ($.................... )
Payable to the County Treasurer of....JJEEEJiftSON............C01inty, Washington, this amount being
five per cent (5%) of the total bid.
Dated at ............................._.......~............. this.......... .. .,. ......day of .............................. ............................192.....
Address of Bidder:
(Principal place of business)
.....-..-.__......~...-.-......._~......~.......-..__......._..-.....-.......-......--...........................-.............................--..
......"'...................................................................................................-.......
.............-.-...........................................................-"'-....................................................................
Contractor.
.................................................-............................................................
(If bidders are co.partners, or incorporated company, so state, giving firm name under which
business is t:...ansacted~)
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Maroh 5, ~928.
The Honorable Board of County Commissioners,
Jefferson County, Washington.
Gentlemen:-
The following is the estimate of the cost of
construction of Permanent Highwa.y Ho. 9 in Jefferson Co nty:
Olearing (Lump Sum)
Grubbing (Lump Sum)
Excavation - Unclassified 11710 ou.yds.@ 35;
Excavation - Borrow 160 cu.yds.@ 35;
Overhaul 17,500 cu.yds. , 02;
Oulverts
12" plain concrete - 1SO ft. at $1.10
12" p,1ain oonorete for road aJProaohee 300' at $1.00
36ft re1nf. ooncrete 40' at 4.00
nemov1ng fenc(~s (Lump Sum
Timber Bridge 3750 B.M. at $35
Surfaoing - 2 course crushed gravel - 2450 yde. a.t $1.40
Respectfully submitted,
Oounty Engineer.
150.00
100.00
4119.50
56.00
350.00
19:.00
300.00
160. co
50.00
131.25
34(,0 . 00
9044.75
'. Rt of Way
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Henry Olsen~ TaJt lio., 1.-2li- Acres.
Eldridge Estate ... ~, .61
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6a.lllue 1- Curry .54 n
~nna. McPhee, .5li- ft
Howard Eldridge, Tax :/1=19 1.37 ft
William Eldridge, ,~ ft
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A. H. Packard, 1.5 n
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The Honora.ble Board of County Commissioners,
Jefferson County, Wa.shlngtou.
Gentlemen: -
The following 1s the estimate of the cost of
construction of Permanent Highwa.y 10. 9 1n Jefferson Co nty:
Olear1ng (Lump Sum)
Grubbing (Lump Sum)
Excavation - Unola.ssified 11710 au.yds.@ 35~
Exoavation - Borrew '160 aU.fda.O 35;
Overba.ul 11,500 au.yds. . 02;
Oulverts
12- plain concrete - 180 ft. a.t $1.10
12- plain oonorete for road a~roaches 300' at $1.00
36ft reinf. conorete 40' at .00
Remov1ng fenoes (Lump Sum
Timber Bridge 3750 B.Y. at 135
Surfacing - 2 oourse orushed gra.vel - 2450 1da. a.t $1.40"
Respeotfully submitted,
County Engineer.
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150.00
100.00
4119.50
56.00
350.00
198.00
300.00
160.00
50.00
131.25 '
l1tni~~
90, -. 5
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lIarcb :;0, 192e.
State Highway Engineer,
Olympia~ washington.
Doa.:r S11':-
The following is the estimate of the coato!
of oonstruction of Permanent Highway No.9 in Jefferson Oounty:
Clearing- (Lump sum) ,
Grubbing (Lump Sum)
Exoa.va.tion unolassified 11770 cu. "ds 0 35;
Excavation Borrow 160 cu. yds.O 35;
Overhaul 17,500 cu. yds. . 02;
Culverts .
12ft plain ooncrete @ $1.10 _leO'
12" plain conorete for road approaohes }OO' 0 11.00
}6tf reiforoed oonorete . $4.00 - 40'
Removing fences (Lump sum)
Timber bridge 3750 8. M. 0 $}5
Surfacing - 2 course crushed. gravel - 24-50 yde. @ $1.40
$150.00
100.00
ii-lIS. 50
56.00
350.00
l,a.oo
)00.00
160.00
50.00
131.25
34"40.00
90 4.75
Oopies of the oontract. plans a.nd speoifioations
are being Dent to you for your approval.
Ilespectfully 8ubmitted,
Oounty Engineer.
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ADDRESS ALL COMMUNJCATIONS TO
THE STATE HIGHWAY ENGINEER
PLEASE REFER TO
I
ST!E OF WASHINGTON-
HIGHWAY DEPARTMENT
OLYMPIA
August 15, 1928.
Hon. Board of County Commissioners
Jefferson County
Port Townsend, Washington.
Gent 1 emen:
Please refer to J1.VH:
Maintenance District No.3.
Due to the completion of new construction the follow-
ing section of hig'hwe,y will be discontinued as a part
of the state Highway System on and after J2~uary 1,
1929 :
state Road No.9, the present traveled rOE',d from Crocker
Lake south six miles.
It will therefore be necessary for ~rou to nleJce provis-
ion in your 1929 budget to care for the me,intenance
you deem necessary on these sections of highways.
Very truly yours,
20TH :UG
S it :,,~
cc: Davis
ADDRESS ALL COMMUNICATIONS TO
THE STATE HIGHWAY ENGINEER
PLlEA81t REFER TO
e e
STATE OF WASHINGTON
HIGHWAY DEPARTMENT
OLYMPIA
August 15, 1928
County Auditor of
Jefferson County
Port Townsend, 1,'Iashington
Dear Sir:
y'
P:!-ease refer to J'dG
Jefferson County
penaanent Highway iTo. 9
Vie acknowledge receipt of certified copy of
contract, plans and specifications for the
above imp:covement.
The date of the execution of the contract~
is not shown in the certified copy. Please
let us }Ql0W this date as soon as nos sible
in order that our files may be complete.
YOUl's very truly,
/'"
co 'T",U'"-' J T~U"1"~~Q
)...,I 1-3.. i..:. ....~ J.J (. ~. ('\ __ L:;/ J~ U _,
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bY IT. co,. Porak
Office EngLYleel'
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August 8, 1928
State Highway Engineer
Olympia, Wash.
.'"
Dear Sir:
Enclosed is a certified copy of the contract for the construction
of Permanent Highway No.9, let tD Mr. JamesH. Coyne. Estimate No.
1 is being mailed. ;;t;;..fc-.ffet'.:J-'6"'--C;:;d/J<..-'7 . '
An extsnsion of time was granted Mr. Coyne at th~s meeting of the
Board until October 1.
Yours truly
,
County Engi.n.eer
e e
STATE OF WASHINGTON
HIGHWAY DEPARTMENT
ADDRESS ALL COMMUNICATIONS TO
THE STATE HIGHWAY ENGINEER
OLYMPIA
April 16, 1928.
o
C oun ty Engineer of
Jefferson County
Port Townsend, Washington.
I have at hand the plans ~~d specifications for the im-
provement of Jefferson County Permanent Highway No.9, which
are approved subject to the following corrections~
~ 1) Correct the curve data end beari~
'~2) Use state standards for super-elevation and
widening of curves. Copy is included in
the plans 8,nd specific8.tions being sent you.
Show stations and length of fences to be removed
Show structure excavation on 8,11 pipe and
structures. If it is the intention to include
structure excavation under excavation, the
clense should be inserted in the special pro-
visions to cover this classification.
Q.uantities of' surfacing material fig'"Ured from V
the section do not agree with the amounts shown
in the summary.
Borrow should be classified as excavation and
included with the excavetioll (lUantities. This
can be covered by a note on tice ,)18,11S stating
that borrow is classified as excavation.
]-:e,:;:e corrections on tlUe,ntities cend size of' meLlbers
on tlinber bridge as outlined on the plans.
Dear Sir:
~3)
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Please refer to
./
ORD PH 9 Jefferson
An approved set of plans and specifications are being for-
warded to you by today's express.
SJH M
cc Ed Co Com
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Ootober 2, 1928..
.1'. _os A. Davia,
DIstrIot Engineer,
Olyap1a, Washington.'
DearS1r 1-
Enclosed are est1mates 2 and 3 for Permanent
H1gh_y1iwaber 9.in Jefferson County. Est1_te Ho.; 1s the f1na.l
and. ,includes the 15~ whloh ha.s been retaln.d.. The contract, has
ao~llJ been oompleted for nearl, 3 ..eka.
Eat1__. IIU1lber 2 was not sent in laat month as
there _. a. elip in Do'gett1f1S& reaGlutioD for theoha.nge in
the pla.ne 80 theeetS..te _8 held until the reeolution could be
e1gaod by, the Boar4.
,
We are a.nxloua teJ get on the road with the
maIntenance orew eepeclally a.tar the rains we ha~e ba4 80 ".
would appreol8"te 1 t It the roa.d could have the official ln8PeCt1o~
at an. earlY de. t..~
Tours very truly,
,
Oounty Ensin.er.
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August 8. 1928.
State Highway Engineor,
Olympia. Washington.
Dear Sir:-
The fol1~wing aro the figures used in arriytDg at
a.n estimate, on Permanent Highway No.9 ,1n Jefferson Oounty_ T~es. a.re
proportioned as the estimate ls :to the oontra.ot price:
Clea.ring
Grubbing
(lump sum)
It
n
Exo., 11770 at 0.411
Borrow 160 a.t 0.411
Overhaul 17,500 at 2.05-~
128 plain cone. culvert 1S0' a.t 1.13
12" pl. cone. oulv.approehes 3oc'@ 1.03
36- Rein! ItO' at 11..11
Removing feno.. (l~ sum)
Timber bridge ~334 B.Y. at 35.97
Gravel surfa.ce 2450 yd.. a. t 1.49
Your$ very truly,
~',
(
Oounty Engineer.
154~15
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65 · '':{6
35!,~ 7~
20; . \tOI
309.00,
164;. 40 "
53~ 08
155'~ 89
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RESOLUTION
WIIERE\AS, it appears to the Board of County Commissioners for
Jefferson County that it is advisable that the highway from Chimacum
to Port Ludlow be improved and reestablished under permanent highway
spec1:fications, and
VlHEll.EAS, the pUblic interests demand the improvement and
reestablish..'71ent of the said highway,
~
BE IT TJili'REFORE RESOLVED. that the following section of the
Chimacum- Port Ludlow road, to-wit: beginning at the trade center of
Chimacum and running thence south and east a distance of approximately
one and three-quarters miles to a connection with the present
Chimacum-Eort Ludlow road, be improved and reestablished under the
provisions of Section 0'773, Remington Com.piled statutes of Washington,
1922, :-ll1d Section 6'7'73-1, Remington Compiled Statutes, 1927
supplement.
BOARD O}? COD1\TTY CO:UI(MISSIO~1...RS ]'OR
JEJrJni:RS01T COUlfrY.
~~~
-- . Clu::d rmE,n
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Member
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J\1embe r
Attest:
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Amount of R.of W.
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$750.00
1~~~
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Howard and Wm..Eldridge
Anna. McPhee
Samuel Curry
A. H. Pa.ellard
Henry Olson
Eldridge Estate
7 S-6, I 0
1, tz.. 0", 0 0 ,
'j S'6r 0 \)
6i f/ 0 6
/ J 61 0 b
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3750'00
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Length of Fenoe
foe; 0
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V' ~ ft>
L 7, ..ro
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96/f:)O.
/0Q"OU
/00 I V 0
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r 00 7J,-' 0 0__.
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Estimate of the oost of oonstruotion of Permanent Highway No. 9
Clearing
(lump Sum)
Grubbing
tt tt
Exoavation - Unolassified
Excavati:> n - Borrow
11770 ou,
160 "
yds at 11-0;
" "40;
Overhaul 17,500 ou. yds. at .02;
12" plain concrete oulverts 19O ft. at $1.10
"" " " for road approaohes at $1.00
36" reinf. oonorete pipe 40 ft. at $4.00
Removing fenoes (lump sum)
T1m_er bridge 4334 B.M. at $35.00
Surfaoing - 2 course orushe4 gravel - 2450 ou. yds. at
li
150.00
100.00
4708.00
64.00
350.00
199.00
300.00
160.00
50.00
151.69
$1. 45...-J 5'52 .'50
/19784.19
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SCHUYLER B. EDWARDS
COUNTY ENGINEER
PORT TOWNSEND, WASH.,
Maroh 5, :l.92g.
The Honorable Board of County Commissioners,
Jefferson County, Washington.
Gentlemen:-
The following is the estimate of the oost of
construotion of Permanent Highway NG. 9 in Jefferson County:
Clearing (Lump Sum)
Grubbing (Lump Sum)
Exoavation - Unolassified 11710 ou.yds.@ 35;
Exoavation - Borrow 160 ou.yds.@ 35~
OVerhaul 17,500 ou.yds. , 02;
Culverts
12" plain oonorete - 100 ft. at $1.10
12" plain oonorete for road a~roaohes 300' at $1.00
36" reinf. oonorete 40' at .00
Removing fenoes(Lump Sum
Timber Bridge 3750 B.M. at $35
Surfaoing - 2 oourse orushed gravel.- 2450 yds. at $1.40
submitted,
/-
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County Engineer.
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C/ ',' 4'1r.a.14
< ';
M.tt;(;
150.00
- 100.00
4119.50
56.00
350.00
198.00
300.00
160.00
50.00
131.25
1440.00
90 11-.75
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WHEREAS:- ThitPlans for Perma.nent H1ghwa.y1fuaber 9 in
Jefferson County call for a timber bridge a.t Sta:t*on 14+75 and
WHEREAS :-, It 18 not de~..da.dv18able to put 1n a. bridge at
this station,
BE IT THEREJORE RESOLVED :- That the plans be ohanged and a,
368 Armco cor1'ogated 1ron CJulvert be substi tutedfor the bridge'.
The price for the oulvert to be the same as for the bridge.
~~a,@~ .
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~
"Da;tedthls 1st <19.1 of
'Ootober" 1928
~~~ty'O:~:S;C)n.r8 of
Jeffer Bon County, Washington.
~~~
ark 0 ~rd 0 0= y
,Commissioners
(,
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STATE OF WASHINGTON
HIGHWAY DEPARTMENT
ADDRESS ALL COMMUNICATIONS TO
THE STATE HIGHWAY ENGINEER
OLYMPIA
October 5, 1928
PLEASE REFER TO
Mr. S. B. Edwards,
County Engineer,
.Tefferson County, ,
Port Townsend, Wash.
Dear Sir:
I
Please refer to J\1G
Permanent Highway No.9
We are enclosing copy of estimate No.2 and estimate No.3
final for the above improvement as passed for payment,
We note that 1250 cubic yards of surfacing were placed
between the date Of estimate No.2 and estimate No.3 final.
Inasmuch as these estimates were received at this office
at the same time and in order to release all money fran
the final estimate, except the retained percentage at this
time, we have transferred the 1250 cubic yards of surfac-
ing from the final estimate to estimate No.2. The amount
therefore to be paid on estimate No.2 will be 04,846.51
and the amount to be paid on the final estimate will be
$1,508.27.
When future permanent highway improvements are completed
please forward two estimates, one for the payment of all
money due except the retained percentage and the other for
the payment of the retained percentage only. Please execute
the enclosed certificate of completion and return to this
office as soon as possible.
Er. .Tames A. Davis, District Engineer for this department,
will make final inspection of this improvement in a few
days for final acceptance by this department.
Yours
//'/-/
'-_._-:;/
SAM U E L .T. H U 111 E S
State Highway Engineer
SJ1:I:RR
Ene.
ce 1~. .T.A. Davis
County Auditor
(TO BE USED FOR ROAD ESTIMATES ONLY)
STATE OF WASHINGToe e
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Permanent Highway NO.mm'..1m..,........, County'?f~"'" /.l.:~:.~~'!;'-Contract NO......mmm'm'..'........, Estimate No.~.....,!l:.~._.
PRMES I)
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H.F. 3.10. STATE FORM No. 33-1927.
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1. Clearing.
___.~:___(}x:~~biIlg,
3. Common Excavation.
4. Loose Rock Excavation.
5. Solid Rock Excavation,
6. Structure Excavation.
7.
Excavation,
8.
Excavation,
9. Overhaul for each 100 feet,
10. Surfacing.
11. Backfill.
12. Concrete Pavement,
~
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QUANTITY
I
PRESENT
TOTAL
PREVIOUS
per acre
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per acre
per cu, yd.
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-
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,.. ..
per cu. yd.
--,- '"
per cu. yd.
""
per cu. yd,
per cu. yd.
.
per cu. yd.
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per sq. yd,
18. Finishing Shoulders and Ditches. per lin. ft.
".-..- ....,-
14, Pavement Header. No. 1
15. Pavement Header. No. 8
16. Pavement Header, No. 4
17. Reinforced Concrete Gutter.
18. Pavement Reinforcing No.2.
19. Concrete, Class A.
20. Concrete. ,Class B.
21. Concrete. Class C,
22. Steel Reinforcing Bars,
28. Guard Rail No.......;.......
24.
Pipe.
25.
Pipe.
26.
Pipe,
27.
28.
29.
Pipe,
I~ ~6.
30.
31. ~/_ "
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32.
per lin. ft.
per lin. ft.
I
"r
i__.
i
+~ 1-1---'-
I
I
i----I--
"!-----I--- ---
!
--
",' .. --, '"
per lin, ft.
'.
per lin. ft.
... --
per lb.
. ,
-- ..'
--,-_..
"
.., '-
per cu. yd.
per cu. yd.
- ..,
per cu. yd,
1-" -,
, '!"'--
..-. ,
I..
per lb.
lin, ft.
" .... .... ---
i--- ...'-
i
-r- J-----
,.---
per lin. ft.
--
per !in. ft.
I .
,," --,-
,-. --"
---1-.- ...___i
,
..,._.i,--,-- --1--
,
-I.
-.
per !in. ft.
--'j
T
--..1-.-..
per !in. ft.
--''''-'-
/If{jN'f
, $..5 [f1
:
--,.-+
.--J
35 'i 7
<I- Ens of
I ...s of> 8 r
,.
.."... --
-'-" "
., ......, R~ L ~
./. /,."
-", l-
f
- .-;.-'
-'",. "" I
1
i--
!
A
.'
,
.. "',
")
.. -,1- -
.-.-'
Totals
38. Force Account-per bills and resolution attached
I c:> o.s.J ']
'g"'-:?:J ~Z
,~ CL i:"'-.l
I s-08i>;;'T
1
15 per cent retained, as per contract.
per cent to be paid by county.
per cent to be paid by the state.
I !~.,.,.~,
ilt:"o .....1,,_ "lI
.
I oo.;-.~ I '7
I
'11: ;t,,!l,fl <;
7
-.- ._._+-_..~_..- - -_.._-"
~rs~8' ::"11
i
APproved by Board of Oounty Oommissioners
~............,.........................................................Oounty
~.........,..,', ,.."., '..,.'"'''''''' ..".,.........,.... ...."",... 192......
Ohairman. '
Leave this space blank for use of State Highway Engineer.
This space for State Audito!-,.
I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct.
Oounty Engineer.
I, the undersigned, having first been duly sworn, do hereby depose and say that the above bm is true and correct:
that. the work was actually perfo:ae~ an~ m~e~al furnished as therein charged; and that there is due me this date, ~c-
cordmg to contract, the sum of $............ ,.... ,'Y..,:,...,...-.. ,..........................,............ and that the same or any part thereof has not been pa~d.
, .J .$"c ~. ~ 7 .
(SIGN HEBE) ..........,.." ,.."..........,.....,....."...,......".."'..'.__......."..............,...,............. for ......,...,......" ".....'...........,..,...,...............,...,..,.....,................,......,
Olaimant.
Subscribed and S1vorn to before me this.......,..............,...........day
.A.pproved.....,.....,...................,..........,.................,m...m..................
of...,...............m..................__m...........'.., 192......
N otar'JI pubUo.
SAMUEL J. HUMES,
State Highway
>-",~,---,.~,.",--,--,<~,_."""';.,,,,-;-,,,,,,,,,,~,.- ~'~~'\'-'~':"!"'~~~:''''''i ~~ .~ p' ~.,
:.
I
I
I
AUDITOR'S OFFICE
STATE OF WASHINGTON
Warrant No.....".......,..".......,..,......,...,.........................................
A mount, $..........,....".........,........,......,..........,........,.............,..........
T 0 ....,'........,..,..........,......,....,..................,.........,..,............'..,....,..............
Account of Appropriation for
INSmUCTIONS - READ AND FOLLOW
Make vouchers in dupllcate or triplicate, as required.
Send all to State Highway Engineer. .
Be sure to sign all copies; have dulY sworn to and
certified where required.
Warrants will be sent by ordinary mall at risk of
payee; or, will be registered if full postage is enclosed
with request to register.
JAY THOMAS. PUBLIC PRINTER. OLYMPIA. WASH.
oj.
e
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i
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"
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-
'-I.~ vI fttl5~ ~...:.~ ~ r. · ()
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/ .$r~ Pf
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...,..- ......,.._....-,~...."'-,,~,~,.,;.-
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H.F. 3.10. STATE FORM No. 33-1927. , (TO BE USED FOR ROAD ESTIMATES ONLY)
STATE OF WASHINGTO. e
mm~~jm~:~~t:;::~;;~~_:~!.::':~.~~~~~~=~~h:~"o(~m:m_
..'r........ , ".. I
Permanent Highway NO.m......r..........,.., CountY7...t;;"'{l~d"'~,-f.';{)l(JlJtdract No.........,....................., Estimate No........~:-,........,..,..
per acre
per acre
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd.
per cu. yd,
per cu. yd.
per cu. yd.
per sq. yd.
per Un. ft.
per Un. ft.
per Un. ft.
per Un, ft.
per Un. ft.
per lb.
per cu. yd. ,
per cu. yd.
per cu. yd.
per lb.
Un. ft.
per Un. ft.
per Un. ft.
per Un. ft.
per Un. ft.
"" 1a""1 ..3S'f7
r
"....
1. Clearing,
2. Grubi:ling,
3. Common Excavation,
4. Loose Rock Excavation,
5. SoUd Rock Excavation,
6. Structure Excavation,
7.
8.
Excavation,
Excavation,
9. Overhaul for each 100 feet,
10. Surfacing,
11. Backfill,
12, Concrete Pavement,
13. Finishing Shoulders and Ditches,
14. Pavement Header, No. 1
15. Pavement Header, No. 3
16. Pavement Header, No. 4
17. Reinforced Concrete Gutter,
18. Pavement Reinforcing No.2,
19. Concrete, Class A,
r--'
20. Concrete, Class B,
21. Concrete, Class C,
22. Steel Reinforcing Bars,
23. Guard Rail No.........___...
24. Pipe,
25,
Pipe,
,
,
I 26~.~=~._.____. ,__
I 27.
'-------..,......--
, 28. - , 13-,-~ L
(~ .----7=-
29.
Pipe,
Pipe,
30.
31. ..
--,- -------,-_...- -- )--
32.
[-:.-.-
33. Force Account-per bllls and resolution attached
Totals
15 per cent retained, as per contract,
per cent to be paid by county,
per cent to be paid by the state,
Approved by Board of Oounty Oommissioners
...................................,...............................__...Oounty
..............__.,..__.......".......,."..".."".."".."....'..., 19:2......
Ohairman.
NTITY
TOTAL
-," j'
I
I
j'
Leave this space blank for use of State Highway Engineer.
This space for State Auditor.
I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct.
Oounty Engineer.
I, the undersigned, having first been duly sworn, 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, ac-
cording to contract, the sum of $..._____,;iJ..~...~.,e.....~.{f................................, and that the same or any part thereof has not been paid.
<</.- '8 e.f l::. . -S"I
(SIGN HERE) ..............,.........................".................."..............................,........,,'.... for...,..,.....................,.........................,....................,....,.................
OZaimant.
of.......................,...,............ ,........."........, 19:2......
Subscribed and StllOrn to before me this.......,..............,...........day
Approved................................,.......................................................
(SEAL)
Residing at....................................................m.....
Notary PubUc.
SAMUEL J. HUMES,
State Highway Engineer.
,
,
1
By...................m.........m.............m....'m...m.............................. 1
't;?' .H---~."
_'. -".' , ,', .c' ',~, ."~'"
~_.......--'..J.~~....._"......,_............-i....,.,......, ".,.-
J.,.
AUDITOR'S OFFICE
STATE OF WASHINGTON
Warrant N o...~...,.........,..........,..........,...........,...........,.....,.,....,.....
Amount, $...
To.....,...,..,...,....,:..............,........,..........,........,.....c.......................c...........
Account of Appropriation for
~
..
I'.
\'
l
~;
~.
~~
.,J .
INSTRUCTIONS - READ AND FOLLOW
Make vouchers in dupllcate or triplicate, as required.
Send all to State Highway Engineer.
Be sure to sign all copies; 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. ,
JAY THOMAS, PUBL.IC PRINTER, 01.YMPIA, WASH.
'~~",:-~',
, ~
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,"~'-~
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r--H~^~~:'::-~~ATE :RM No. 33-1926.
STATE OF ~ASHINGTO.
TO._.........."~.mD..,.."n..."..,,tm,JU.,"'"
1. Clearing,
2, Grubbing,
S, Common Excavation,
4. Loose Rock Excavation,
5. SoJid Rock Excavation,
6. Structure ~cavation,
rrow
7. Ditch Excava ion,
8, Subgrade Excavation,
9. Overhaul for each 100 feet,
10, Surfacing,
11. Backfill,
12. Concrete Pavement,
13. Finishing Shoulders and Ditches,
14. Pavement Header, No.."."
15. Pavement Header, No,..,...
16. Pavement Header, No"",..
17. Reinforced Concrete Gutter,
18, Pavement Reinforcing No.2,
19, Concrete, Class A,
20, Concrete, Class B,
21. Concrete, Class C,
,22.
Concrete, Class
23, Steel Reinforcing Bars,
24, S'tructural Steel,
25. Plain Concrete PIpe, 12-inch
26. Reinforced Concrete Pipe, 18-inch,
27, Reinforced Concrete Pipe, 24-t.l'
28, Reinforced Concrete Pipe, J~Ch,
29. Drain Tile, .",. .diam,
SO. Timber,
31. Guard Rail, No...."...
32. Piling,
per acre I
per acre !
per cu. yd. II
per cu, yd. Ii
II
pel' cu. yd, ii
per cu. yd. II
per cu, yd, II
per cu, yd, I!
II
II
per cu. yd. il
I'
per cu, yd. Ii
il
per cu. Yd'I1
per sq, yd. ,!
II
per !in, ft. :!
per Jin. ft. !I
per !in, ft. II
II
per Jin. ft. !
"
per !in, ft, 'j
q
J:
per,lb,lj
"
:i
per cu. yd. ii
II
per cu, yd, it
11
per cu. yd. 11
I
per cu. yd, I!
per lb. II
per lb. !:
"
per !in. ft, '!
I
per Jin, ft. :1
per !in. ft. :
per !in, ft, Ii
"
per !in. ft. I,
"
Ii
per M, B. M, !i
!1
per Jin. ft,
per Jin. ft,
(TO BE USED FOR ROAD ES'TIMATES ONLY)
I. if
.*l~
I;
"---~'="==I"'-
1541.15
lO~. 771
liS} 7!.4 71
! I:
I ,
Ii
P
651. 7~i
: 'I
'5~. 7511
)6501. 59!
.41l
i
16q
I
1750Q
245q
.oa~5
1.49'
l.'l}
lS0
I:
ii
203:.401
4.11
4~
l64.4~
I'
1.03"
30~
I'
ii
!:
H
30~.oqI
l?~.~~
),.o~
33.
34.
35.
36,
12 .Pl. aonO. a.Pi::rOaO~es
Remov 1ng f enoe S I'
I!
36- oorr. oulvert '0
'I
re :,Jl(;tpa bridge,
Totals,
37, Force Account-per bills and resolution attached
------ll---~----..-------,"'-__
15 per cent retained, as per contract,
per cent to be paid by county,
per cent to be paid by the state,
ORIGINAL-DUPLICATE
,15 .1
10 .7
4S}7.4
I
6~.7
3, 5~. 7
17~.O
I
i
1$62 . 0
II
I
:1
II
Ii
II
: II
,=-1()~. 4f
'I ~
i I
1~.4,'
I
I
t
ls62 50!
.' ">96j. -h
- __c-J_~l.OO55.1 t---~
, Ii
3091 401
--"-!l.'-"C
Approved by Board of County Commissioners
ofj'.-iI~;-:--#- County
(I.s-G"aLday offl~' 192X
_............,........?l.LJ...i.,....0?............,~..~..............."..
Chairman.
Leave this space blank for use of State Highway Engineer.
=~O=,-,~=~--n-,~,~__,__~~~ ~=_-~,='=~=,~~,-=~~-~~'-, -~"~_~,~~_~~~,~c-~.., ..="-~~==-c=cc~=-,~,_,_ ..'~. _____
I hereby certify on nonor that the above estimate is based upon actual measurements and that the same is true and correct.
,...._/~:.~t~~.......,""'_"............_
, . County Engineer.
I, the undersigned, having first been duly sworn, do hereby depose and say that the above biU is true and correct:
that the work was actually pert;r~1 a4t> material furnished as therein charged; and that tmere is due me this date, ac-
'or..n:'::N::~ "~allf~:~~~.at th';;::::tW~;:~:
rn to bet e me thiS.......Jr........,... ....day A.P1l oved......,..........................................................,.......................
,..... .......'.... , ..........., 192.. .. J. W. HOOVER,
State Highway Engineer.
(SEAL)
~
By..................... ......... .......... ........., ...... .......... ".m ,... .......... ....._....:.
Assistant State Highway Engineer.
L
'~
1
AUDITOR'S OFFICE
STATE OF WASHINGTON
Warrant No..........,.......................,....,......,..,."................,.......,....
A mount, $,--..,...,__.....,..............,...,..............,.....................,..............,.
e
To
A.ccount of A.ppropriation for
e
INSTRUCTIONS.. READ AND FOLLOW
Make vouchers in duplicate or triplicate, as required.
Send all to State Highway Engineer,
Be sure to sign all copies; 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,
JAY THOMAS. PUBLIC PRINTER, OLYMPIA. WASH.
"~
H.F. 3,10. STATE FoRM No. 33-1926.
(TO BE USED FOR ROAD ESTIMATES ONLY)
ORIGINAL-DUPLICATE
STATE OF WASHINGTe
TO ..,"''''nnnJ.~''''''''mli.!,n,n,Q,QY~''n,
PRICES
'i[
1. Clearing,
per acre
2. Grubbing,
per acre
,
~4~11
3. Common Excav'ation,
per cu, yd.
4, Loose Rock Excavation,
per cu. yd.
5. Solid Rock Excavation,
per cu, yd,
6. Structure EJI,G,avation,
. aorrow
7, Ditch ExcavatIOn,
per cu, yd.
per cu, yd,
.1t~1
'I
I,
.0~05
1~49
!
8, Subgrade Excavation,
per cu, yd.
9. Overhaul for each 100 feet,
per cu, yd,
10. Surfacing,
per cu. yd.
11. Backfill,
per cu. yd,
12. Concrete Pavement,
13. Finishing Shoulders and Ditches,
14. Pavement Header, No...,,"
15, Pavement Header, No..."..
per sq. yd.
per lin. ft.
per lin. ft.
per !in. ft,
16, Pavement Header, No..,....
per !in. ft.
17. Reinforced Concrete Gutter,
per !in, ft,
18. Pavement Reinforcing No, 2,
per lb,
per cu, yd.
19. Concrete, Class A,
20. Concrete, Class B,
21. Concrete, Class C,
22, Concrete, Class
per cu, yd,
per cu. yd.
per cu. yd,
23. Steel Reinforcing Bars,
24. S'tructural Steel,
25, Plain Concrete Pipe, 12-inch
per lb. "
per lb.
per !in. ft.
1.1;
26. Reinforced Concrete Pipe, 18-inch,
27, Reinforced Concrete Pipe, .~tiich,
28. Reinforced Concrete Pipe, -10-inch,
per !in, ft.
per !in. ft. :
per !in. ft.
4.1~
29. Drain Tile, .",.. diam.
per !in. ft,
30. Timber,
per M. B. M,
31. Guard Rail, No",..",.
per !in. ft,
per !in. ft,
32. Piling,
33,
12"P1.oonc.approaohes
Removing fenoes
36- oorr.oulv.to
1.01
34.
35.
36,
37.
I
II
r~pla.oe ~r1dge
Force Account-per bills and resolution attached
Totals,
15 per cent retained, as per contract,
per cent to be paid by county,
per cent to be paid by the state,
A:~l;~OV:~~~~:=:iS~:::;; .
T ~ .,~... ~.....mday of..~...-t:nit!i.'....m..m, 192../
cr& I
_,.."...__......,.......,m.....'..__.....m"........~mn....m...........m,....,
Chairman.
.
nmmmn...n"'n"'nn.._ D R.
QUANTITY
PREVIOUS
I
lLS4-j'1110
102 7
3agS 0
! ,I
I Ii
I II
, I il
I II
164fo1
i I
ill'
, I
Ii
II
II
II
Ii
,I
Ii
'I
Ii
ii
II
I
Ii
II
II
11
II
, 'I
169~5~
ii
!i
.....
PRESENT
; .!
i
11770'
160,
,
I
I
17500i
120q
65 76
35g'75
17S8:00
I
3+
i
f
I
I
I
I "
I II
\ J
' I
51~5 ,
'155~g ,
I
I
--'I
3g39~2
.5J5b~ "
I ,
I I,
J:263fj
1 hereby certify on honor that the above estimate is based upon actual measure ents and that the same is true and oorreot.
190
203.1+0
County Engineer.
1, the undersigned, having first been duly sworn, do hereby depose and say that the above bill is true and correct:
that the work was actually perfor'!lf~6IJ{Ld 'E'terial f1trnished as there'in charged; and that thJ.ere is due me this date, ac-
cording to contract, the s ot $......n:J.......:JAy,"//:n.................,...--..., and that the me or any part PU'f,~t been paid.
'''GN H~)m~>-'Y~z:~mmm to, ..~J1"I~~
Subscribed an~w rn to befor; me thiSn......fnnnn........nday A roved...n...nnn.n.........n..nn.......__n.....nn,...n.........,..n..,....n..n.
or;::zJ:Lt. . n' .., . 00 0000. ""d." J. W. HOOVER,
'.. 00...' '...'..__00 ... 00' ...00......0000............'__.....0000.......... State Highway Engineer.
vf,rUTroYN'1'Y A 'C C~B"lV Po,hlie,
Residing at.VA:7/.l..~~.....n
(SEAL)
~
40
161~ , 1",0
164,44
300
309,00
53,.08
155~g9
, Ii
257~5q
53~0$
"
Sl92,,67
122g!'90
- ~ .!:
4g~j~~~
I ,
:i70ai.,t
i II
I .i!
6963 !',77
Leave this space blank for use of State Highway Engineer.
--"7-00
By 00......0000.'00000000..000000....0000......0000..00'....................'.00...000000000000....
Assistant State Highway Engineer.
.,
AUDITOR'S OFFICE
STATE OF WASHINGTON
Warrant No...................,........,.....,.......,.................,.....................
A mount, $___.."...............__.........................,...............,..,...,................,
To
wi'..
~....
e
Account of Appropriation for
e
INSTRUCTIONS.. READ AND FOLLOW
Make vouchers in ,duplicate or triplicate, as required.
Send all to State Highway Engineer.
Be sure to sign all copies; 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. '
JAY THOMAS, PUBLIC PRINTER, OL.YMPIA, WASH.
H.F,3.10. STATE FoRM No. 33-1926.
(TO BE USED FOR ROAD ES'TIMATES
ONLY)
.
ORIGINAL-DUPLICATE
STATE OF WASH" N
T 0 ,_...~~_.,
..,......, .........1...., ~~~:r..' (Postoffice
c,:;~ I
Permanent ~ghway lJ 0.,........ .........,......, Cqunt
26. Reinforced Concrete Pipe, 18-inch, per Jin, ft.
27, Reinforced concrete Pipe, 24-inch, per Jin. ft.
28. Reinforced Concrete Pipe, ~inch, per Un. ft.
1,
2.
Clearing,
Grubbing,
3. Common Excavation,
4. Loose Rock Excavation,
5, SoUd Rock Excavation,
6.
Structure Excavation,
7. Ditch Excavation,
8.
Subgrade Excavation,
9.
Overhaul for each 100 feet,
Surfacing,
10.
11.
Backfill,
12. Concrete Pavement,
13. Finishing Shoulders and Ditches,
14. Pavement Header, No."....
15. Pavement Header, No,.,.",
16, Pavement Header, No,...."
17. Reinforced Concrete Gutter,
18. Pavement Reinforcing No, 2,
19. Concrete, Class A,
20, Concrete, Class B,
21. Concrete, Class C,
22. Concrete, Class
23, Steel Reinforcing Bars,
24, S'tructural Steel,
25, Plain Concrete Pipe, 12-inch
29. Drain Tile, ..... .diam,
30, Timber,
31. Guard Rail, No...,,""
PRESENT
per acre
.....:,::,:,..~:;:;t!~,~~..~~...'..',','.............',',','.',','_._......',',',..;~.t'~~'~~~.~~?::::::',::'::,':..::':::::
,. , ""-1
' TOTAL.,~
'; a-z.A,/ 5'11
I 0 :111 ;
31/SK,o 0 i
Ii
. II
I II
/~qo 0 II
QUANTITY
PREVIOUS
per cu. yd,
per cu. yd,
i
I
i
t
I
I
f' 0001
per acre
per CU, yd.
,I/I)!;
per cu, yd,
per CU, yd,
per cu, yd.
~ i
ii
.~}6f
(;>
per cu. yd.
i
~ () 001
t
,
I
i
10
per cu, yd,
per cu, yd,
per sq. yd,
per Un. ft,
per Jin, ft.
per Un, ft.
per Jin, ft.
per Un. ft,
per lb.
per cu, yd,
per cu. yd,
per cu. yd, ii
per cu, yd,
per lb,
per lb,
I
, ./
/ '-'lib 0
per Un. ft,
/./3
/ f}o
JI../ !
'fa
/ b Lfl/-D
per Un. ft.
I
I
bJ$
per M. B. M,
per Jin. ft,
32. Piling, per Un. ft,
33,P/ (one, R pe / 7.- 1/ :'
34.f?::nOV1nt -kr7C86. 00r/;7p.sVnlJ
35, '
36,
1----175"-0
5"3~g
ii
I
II
il
Ii
I'
-"-r--~-'-- .-j-
I Ii /f,3 ~ ~ lfol'
'.11,- -""-~~4~L 1-
J ~. ..~~oort
;'0'3
-:N-O
530g
Totals,
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'1'35340
,k.!(.3!O I
l..5_p~.!'()eI)Lr~!ained, ,~.P~,,-, contra"t,_
per cent to be paid by county,
_ p,er cent .to"be PaiJl__by_ tJ:J.e.sJ.lJ.t~,
'11
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Leave this space blank for use of State Highway Engineer.
I '~'bY ""tif. on chonor that th, a'a", "tima', " 'M,d apan act"'" m~~nt8 an' that ;" ..m, t8 ,,,' and ;;"';;,.0.
.&&1.......
,/ County Engineer.
1, the undersigned, having first been duly sworn, do hereby depose and say that the above bill is true and correct:
that the work was actually performed and materialfj;rnished as therein charged; and that there is due me this date, ac-
_'n:'::N::~' 'h, "~~i~;!=::~~a:.:tth'.:';:;..Ql(!;:~:
'0 "f~'~':~':;;;tm..(5/"" A"'" v.......m..mmm......i/iiOOVER;m.
State Highway Engineer.
(SEAL)
1/
Residing aiQ~,~~.~t<,:L,A~~:Y~........................
By......,.....................................,.............,..................,...................
, Assistant State Highway Engineer.
AUDITOR'S OFFICE
STATE OF WASHINGTON
Warrant No.,,,,..,,,,,,,......,,,..,,,,,,,,,,,,,.....,.............,,,,..,,....,...,......,.
.A mount, $........,.....,,,,...,,,..,...,.....,,,...............,...,.............,.................
tit
To
Account of Appropriation for
it
INSTRUCTIONS n READ AND FOLLOW
Make vouchers in duplicate or triplicate, as required.
Send all to State Highway Engineer.
Be sure to sign all copies; 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.
JAY THOMAS. PUBLIC PRINTER. OLYMPIA, WASH.
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QUIT=CLAIM
DEED
The gra,n,tor....,.......herein........_..Ro.w,am.....Eld.r.1.clge......,..+..,.,..,..,..,.............,......,........_,.............".". .........".....,.......,.,...,.,..,"'~,...,....,' ...........,..........,.......""..
......-......-.-...-.................-.................... ............................-.................... ...._....._......n_...._...__..__...nn..........nu............._nn.....__.........._... .n.............................................._. .._..nn..........................
for the consideration of................_.,..,.....................................................~.....,.".....,.............,.....,........,................,'"-..,..................""...............,...........'..,_............. Dollars
and aUJo of benefits to accrue to...................................,..._....,....,.........~...by reason of laying out and establishing a public road
through,...........................................,..........................!{woperty, and which is hereafter described, convey........., release......... and quAt.
claim.........to the Oounty of................:...........................................................~._,.........,.......................,..................8tote of Washington, for use of the
Rublie forever, as a public road and highway, an interest in the follou-ing described real estate, mz:
situated in the Oount!1 of.........J:~,t:.t.:e.r..~.9..n,...._...,...,.,................,.._.......,....,., State of Washington.
Dated this....................................day ot....................................,..,............,....,..................,................, A. D. 191,....,...
WITNESSES: I
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Lowman & Hanford Coo's ROAD FORM :Ell (DEED FORM)
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QUIT=CLAIM ,DEED
The grantor....._.....herein'-.......J!.!_Q.!..~t~,Q.M.....?~,~.....~,:t.,h.~,;r.,tn~.....s.,:!!,;r..Qng,'......h1J.~p..?:n9:,...,?:P.4.,..:,wtf.~...,...............,
for the oonsideration of.................-......-............._...__.__....._.............__........,.....,.,....,.......,...................,........,:....................."..,............,...",..,...,.......".........., Do llars
andals{} of benefits to aocr'ue to..........,........................,..._..,........,.............,by reason of laying out and establishing apublio road
thlrough._..................,....,.............................................property, and whioh is hereafter desoribed, oonvey........" release..,...... and qwit-
olaim.........to the Oounty of.................-..................................-.....................'.............................,..................,..._....Btate of Washington, for use of the
Publio forever, as a publio road and highway, aU interest in the follon'ing described real estate, viz:
_~I,
situate(!, i,n the Oount!! of.....-............;.................;.~.........;"~.~.,,...........................,......_.., State of Washington.
Dated this.............................._....d(~y ,of................................................................,.............................., A. D. 191.........
WITNESSES: I
~-_-::~::::~-~_:::::_:::_::~:~::::__~____~:_______________ \ _____:__:_:__________ ______________m___________
Lowman & Hanford Oo.'s :ROAD FORM:Ell (DEED FORM)
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