HomeMy WebLinkAbout#184B Olympic Highway Crocker's Lake-Discovery Bay
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~IGH'" OF WAY DEED
J~: tbt _atttr of
State Road k'l/..OW'11; as the......................Q.~.Y.~P.J9...J:t~.gp.~~.y..........................tI'~~..f~.f.J.\l.e.n.~:,.:.;:;..~.J...
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KNOW ALL MEN BY THESE PRESENTS, TJw,t.............w..A.....M........An.d.r..~.w.e......................................,:(.~:.\......(.!..........Li1.UL_
............................__n.....................nnn..n...............................n...........n__n__..........................................................................nn....nu..................n..........nu;............u~L.....;...................n........
and ........................................................................................................................... his wife, of the County of...................J.e.f..f..e.r.s.o.u........................, in
the State of Washington, in consideration of the benefits and other valuable considerations, and the sum of
............................................................................................................................................._ Dollars, paid................................................................................., the receipt
whereof is hereby acknowledged, ............................................................................................................................................................................................. have
granted, bargailMd, sold and conveyed, and by these presents do grant, bargain, sell and convey unto the State
of Washington, the followitng described parcel of land, situated in.................................J..~JJ..r:.;r.e.QJJ.........................County, in
the State of Washington, to-wit: A strip of land...........6Q...........,feet wide, being..........3.Q................feet on........~~.Qb...........side of
the center line of said road as surveyed over and across.......th.~....N.!.~.!......t....9..f......~h.~......$..!..E..!..~...~.n.g......~A.~......................
............S.A.E....k....o.f.....t.he.....S...E....~.t.....b.o.t.h....b.e.ing..............................................................................................................................................................
.................-............................................................................................................ of Section...2............, TO'Wnship.....28......N orth, Range....2.....W...... W. M.
...........~.l_s.o.....as.....s.ur.v.e.y.ed...ov.e.r.....a.n.d...a_cr.o.ss.....the.....s...W...~....o.f.....the.....s...:w...~....o.f.................................................
..........~~.Q..t..i.o.n....l..,......T.own.ahip-....2.S.....N_a.r.th.t.....Ra..ng.e.....2....W.....)......W...~....................................................................................................
TO HAVE AND TO HOLD the sa1"JUl, unto the State of Washington for the purpose of a public road forever.
In Wit,nes8 Whereof..................have hereunto set..................hand......... and seaL...... this.......................................................................... day
of.............._....................................................................., 191.........
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'Right of Way Deed
STATE OF WASHINGTON,)
County of-................................................. ~ ss.
This is to certify that this instrU1"JUlnt was
filed in the office of the Auditor of.................................
.........................................................County at the request of
on this........................day of......................................., 191......,
at._._....................o' clock............M.
Oounty Auditor.
By..........................:..................................................................._..._..
Deputy.
FRANK M. LAMBORN, PUBLIC PRINTER, OLYMPIA.
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JAMES ALLEN
ST"TE tf)GHW"Y COM.MISSIONER
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STATE OF WASHINGTON
ADDA... ALL COMMUNICATIONS TO THE
STATE HIGlHWAY COMMISSIONER
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
Oct. 7, 1919.
OLYMPIC HIGHWAY- CLALLAM COUNTY LINE to
CROCKER LAKE
Clyde L. Peach, County Engineer,
Pt. Townsend, Wash.
Dear Sir:
Please be referred to my letter of Sept. 13th
in the matter r:L right-of-way required through property
, of Mr. W. M. Andrews.
An easement has been secured from the Pt. Townsend &
Puget Sound Ry. as outlined in my letter of Sept. 13th.
lam returning unexecuted deed describing right-of-way
through the property of Mr. Aridrews for your use in drawing a
new deed, conveying the necessary rIght-of-way through his
property. If you desire a print of revised line, it will
be on application sent you, but you may not find it necessary
at this time. .
Yours very.truly,
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Righ t-of-Wa~en t. (Ii.
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INS T R U C T ION S
T 0
BID D E R S.
OPENING OF PROPOSALS:
Sealed bids for this improvement will, be reoeived by the Super-
visor of Highways in the office of the Highway Committee at Olympia~
Washington~ until 2:00 o'olock p.m.~ ~MAt:2 1921 at whioh time
they will be publioly opened and read. ~
DATE FOR COHPLETIOlJ:
The work under the oontraot shall be fully oompleted on or be-
for e ~~y 'Ii';' 1921
PLANS AND SPECIFIOATIONS ON FILE:
Plans and speoifioations are on file in the office of the Sup~
ervisor of Highways~ Olympia~ Washington.
Any additional information may be secured from the .Supervisor
of Highways~ Olympia~ Washington.
RIGHT TO REJECT BIDS:
The ri'ght is reserved to rej eot any or all proposals, to aooept
the proposal .or proposals deemed best for the State~ to advertise for
new proposals or to prooeed to do the work otherwise when in the opin-
ion of the Highway Cownittee the best interest of the State will be
promot ed ther eby,
PROPOSAL GUARANTY:
A oertified oheok made payable to the Treasurer of t~e State of
Washington~ for an amount equal to at least five per cent (5~) of the
total amount bid must acoompany each bid as evidenoe of good faith
and as a guarantee that if awarded the oontraot, the bidder will exe-
oute the oontraot and give bond as required.
FORtiS FURNISHED:
Eaoh bid must be made on the form furnished by the Supervisor
of Highways.
DELIVERY OF PROPOSALS:
. Eaoh proposal or bid shall be completely sealed in a separate
package~ addressed to the HighwayCornmittee~ Olympia) Washington, with
the name'of the improvement for whioh the bid is submitted plainly
wxitten on the outside of the paokage. Example:
State Highi-,-ay Cortmlitte1,
Olympia, Hash.
Bid for Olympic Highway,
Elma to McCleary,
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(rnst. to Bidders.2l)
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SIGNATURES:
Proposal must be signed by the b~dQer with the signature in full.
When a copartnership is a bidd:-:!J'.. 'tne agent who I signs the proposal
for the firm shall also sl::)W the names and add:l"ess8s of the indi vidu~
als composing the firm, f~en a corporation is a bidder~ the person
signing for it shall state under tho laws cf \7hat state the corporat_
ion W'as chartered, and the nan8., t i tle~ and adC'.ress of the officer hav-
ing authority under the bY-la78 to sign contracts. The proposal shall
also bea:r the seal ct' the corpOl~ation)' att G':3ted by its secretary.
Anyolle signing thO] 1:r'oPOE.':.::.l as agent must f,ile with it legal evidance
,)f his author".t:: to do S:j. Postoffice address) c0unt~~ and state must
b3 given af~~r each signature.
!RRBGULAR PROPOSALS:
Any omission of prioss on items ShO'i'[L in the proposal forms) or
any addition in wrt'~ing tu the; form of the bid) of an~' condition) lim-
i tat ion; or provi;:;~on will '7c)!) l:Lable to :renl~er the proposal informal
and to cause its rejection.
o ONTRAC'.il PA. YIIEIlJrS ~
The contrrJ,ct w:L11 18 a ttLmi t; T)rice" (Jon'~~J:'act. Monthly estim-
ates of the "'ork don" "'ill he ',ade O}- the 'CngiuGe:- in oharge, and pay-
ment 'l;1il1 be made for eig9t:r pe'L' cent (SO)s) of 'Gho value of' the \"J'Ork
. done; t'l1en~y percez:t (;;O-ib) to be retaine':! until the contraot is oom-
pleted and accepted ?:l the SupervisoJ.? of H:.LghVlaY3.
ZXA1ftNATIDN" OF PLANS, SPEC I.B' IC1\:'lONS .i\lJD SiTE:
Bidders aro required bof0re ,submi ';ttng b::.de to exar:dne care-
fully the site of the proposed ~rk. as wall a. the pr~osal plan~
speCifications) and contract fo:~m for th3 :Ll:IP1'OVement oontemplated.
PrOfession of ignorance regarding the reqUirement. of the work Will in
no way serve to modify the pro'visions of hl.,~, \Jontract ~
l,fATERIAL SAHPLES:
Before any oontract is awardod, theL:icl.der may be reqUired to
furnish a complet e s-cat Gment of the orLI;.n, cC=osHicn ",',d ","uuE".ot_
ure of any or all materials to be used ~n ~he c~=stnlction of the
roadw'ay) together with the samples; "}vhich sa:c.p'1E:'S nay be subj ected to
the tests provided for in thesG speoificationR to deterr~h.e their
quality and fitness fer the -vr~rk"
AWARD OF CONTRACT:
The award of the contract) if mad'e~ Y,ill be to the lowest re-
sponsible bidder. No award Will be made ur:t i 1 all necessary imres-
tigations are made as to the J?e8pons:.8il:i~y o:{ tLc.' bidder.
RETURN OF PROPOSAL GUARANTY:
As SOon as the bid priJes have qeen ooupared) the Sup0rvisor
of Highways will return the guaJ?anty deposits accompanYing such or
the propo sals as in his j ''''gl'''nt WDul,l not CO con" i i'sr od L. making the
award.
(Inst. to Bidders.3l)
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All ot.hp.r proposal guaranties will be held until the contract and
bond :18,\1'6 be,:<n eXGC'!:.'ut-ecl" a~:ter vl"hich they will be returned to the re-
;;:;pect i ve bidders whcse PI'o!,/of:;2..1s they accoJ:pany.
c;nhTB.,:\Ol' BO:m:
T::le suocE;s8:f"ul b:1.dd.e.r w:".ll be re~'t.i.Lred. t;o furrl.isD." before enter-
"_J.i.g 1J':)on t:~1G wo~~:k, a C()~pOI&;Ce surety bcnct in full amount of the
wntr3.ct conditioned foI' th~ fat thful performance thereof.
~XEGUTION OF OONTRACT:
The in6.ivi(~u2..1, firm or c01.'porationto whom or to which the
('}C)ntract has been a:lla:::ded., sha.ll siga the necesr:l8,ry agreements, .en-
ter:ing into a C0:'.'"1+;J.;'C',Gt with the St.ate upon the fox'ms :tJ:cep::.tTed by the
Supervisor of H:i.gJ.~-,'\"lhYS., 8ud :r:E;'i:u::'>T1 tnem to ~he SU1:erV:180r of H.i.g~.l-
ways at Olympia, '~)rf!"~:l1Lngt:."Yn. ivi~-;l1~_n ten (10) d.ays fro'ffi date C'f notice
of award. Nt) p:::oycf,3.1 8113.\1 be cc>r:~sid..erec.l binding upon t:o.c State
prior to the exec'V.t ion of ~ilO contl'aC'ti,
FAILURE TO EXEUCTE CO:'J'rHACT ~
Fai.lure to cornp:Ly ,\rri'~h 8..ny of the requj.l'ements of the instruct-
ions to b5.ddcrs and. CJontn;,ct GX' fan.U:':'8 to r-jf;C'~.ll'G s8,:t:J.f;faotc.:ry bond
as s:pccif::ted. sha:D. bo ;i1..15'r. (;8:.1~je f:)r t.;'~e anE....l1J,Kn:t of the 8,l1yard,
and in the e.....ent of the anm11menr of the 3.wc:,:r.:d 'Ch6 amour.t of the
g,:aranty deposited. with -Gile proposal sLa1.J. be reta1.ned by "the State.
(Inst. to Bidders.21)
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CON T RAe T.
19
State High''Yay
Laws of 1909,
THIS AGREEHElJT, made and entered into this day of
, bGt'i~een the STATE OF iVASHINGTOH> acting through the
Cornmi tt 00, under and by virtue of CJ.jtapter 186 of the
::l.''1'':,tLded by Chapt,):;:, 7, of thJ Lans of 1921, and
hereinafter called the Contractor.
WITNESSETH ~
That in consideration of the payments, cOi.renants and
agreements, hereinafter mentjonGd~ to be made and performed by the
part ies hen"eto, the part ies hsreto ooven'3..ut and ag:ree as fOllow's:
1. The Oontractor shall do all '7ork and furnish all rnaterlalo
for.
in accordance with and as described in the attached plans, General
Provisions and Specifications, ~nlich are hereby made a part hereof,
and shall have the same' effect as though the same '.7ere fully inserted
herein" and im full ooupliance 'llith the terms, oonditions, and stip-
ulations herein set forth, and shall perform any extra work which
may be ordered as herein provided.
11. The Oontraotor shall provide and be ~t the expense of all
materials, labor~carriage, tools, implements a,nd convenienoes and
things of every description that' may be r6qu~.;3ite for the transfer
of materials and for oonstr1.Joting and cor:lpleting the \lork above de-
scribed.
111. It is understood and agreed by and between the parties
hereto that thG "J'TOrk included in this con't:ract is to be do"ne under'
the direot supervision and to the complete satisfaction of the Sup-
ervisor of High~ays, or his duly author~z~d repr~sentative) and that
the deCision of the Suporvisor of High'ia7s as to the true construct-
10n and meaning of the drawings, specifioations and estimates, and as
to all questions arising as to the propor performance of the work"
shall be final.
(Contract.2l)
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i It is' also understood and agrEed that such.additional draw~
~gS an::'~. explanations as may be necessary to detail ap.d illustrate .
e work, are. to be furnished by the Supervisor of Highways, and the
ntractcr agrees to conform to and abide by the sarle, as far as may
I consistent ~ith the purpose and intent of the original drawings
rd specifications. .
IV, Should the Contractor at any time refuse or neglect to
~pply a, sufficiency of properly skilled 'vorkmen, or of material of
he proper quality, or fail in any respect to prosecute the work with
romptness and diligence, or fail in the r8rformance of any of the
greements herein contained, the Supervisor of Highways shall be at
iberty aftsx three days' w'xi tten notice to the Contractor, to provide
ny such labor or materials and deduct the cost thereof from any mr"ll-
~s dUe or thereafter to become due to the Contractor under this con-
["act. If the Super\/'"isor of High-;,vays shall consider that such refus-
~, neglect~' or failure is ,sufficient ground for such aotion, he may
~ written notioe to the Contractor and to this surety or its repres-
ntatiye, or if the Contre,otor abandons the ~70rk undertaken under
his contract,. "vithout such ';Titten natice, teTminate the employment
~ the Contractor for said work, and enter upon the premises and take
pssession of all raaterials" tools, and appliances thereon, for the
~rpose of oompleting the wOTk included undeT this contract, and em-
loy by contraot or otherwise, any person or peTsons to finish the
brk and provide the materials therefor. In case of such discontin-
:ince of the employnentof.the Contractor, he shall not be entitled
o receive any further ba1anoe of the amount to be paid under this
ontract until the 'york shall be fullY finished, at which time, if the
npaid balanoe of the amount to be paid under this contract shall ex-
8sd the expense i:p.ourred by the Supervisor of Highv,,;,ays in finishing
he vvork, and all damages sustained, b:::r '1~rhich may be sustained, by the
tate of Washington by reason of such discontinuance of employment,
Qch exoess shall be paid b~ the State to the Contractor, but if such
lCpense and damages shall exceed the unpaid balance, the Contractor
hall pay the difference to the State Treasurer,
V.The Contractor hereby agrees to cor'lmence the work called
br under this agreement within ten (1&) days from the date hereof,
p,J. to oomplete all the '."lork oal1ed for under this agreement in all
3.rts and re~lirements before the day of 19 ,J
?.OVIDED, how'ever, that the Supervisor of Higlnvays'::shall have the righT
l:; his discretion, to extend the time fro completion of said vvork;
~t no such extension shall be made unless endorsed hereon in wTiting,
Ll requests for an extension of time m.ust be accompanied by the writ-
en consent to such extension by the surety on the bond of the Con-
raotbr. .
. The State hereby reserves the .right to accept and make use .
f any portion of said work befoTe the co~~letion of the entire
~rk without invalidating the contract, or binding itself to acoept
~e remainder of the work, or any portion thereof, whetheT completed
~ not.
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~ontraot.21)
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VI. Ti.me shall be of the essence of this contract on the part
Df the Contractor~ <~nd in casa the Contractor shall fail in the due
1')3rformance of the contract by and at the time herein mentioned~ or
:--:>y ~(,t'J:d at such other t:Lr.r.e to which the period of oompletion m.ay have
::;ee::l ext ended~ he sha1l be 15.F'l,ble to pay -GU the Stat c of Washington~
[~s liquidateC'~ damag38~ a.x'"d nor, as 'D3TIEdt;'\/'" iihe sum of
'" Dol'lar3) ($ ) for each
c"'.7id every day 'l7hich mo,y elapse between th8 ar.;poLlted and. actual time
'Ji. completion~ '''Thicil .said su.m is hereby 3..g~eed. upon~ fixed a,nd deteJ;- '
mined as the damage thi1t will 'be Buffered by the State by such fail-
L~re,,~o complete ~ha ;-.rork 'vithin the time !lB,med; and the Supervisor
of rb.ghrra-Y8 ma.y CLeduat the sa.msf:rcm tl:0 ar~li)Ullt due or to become due
Jeo the Cont1.'a.:toJ:~ ani 21101: de:iuotIons eX' r:;;:qiJayments made under
this cont ract shc',ll not in &.t'.y (legree 1.' e1::[.1,:.::,; the Cant rae'Gor from the
further obltgattons arid penaJ.t:i_GS in 1.'$SPiJ(;i., "\;0 the fulfillment.a~ th$
entiTe contraG"t~ nor any J?:i.€):-,~t which the ~~:-:I~,tG may have to claim,) sue
fc]~ and reoover cori11x.msa'Giol: 2vI.l.d dama'ges r'u:r: non-performance of this
cont ract .
. It is understocd ancl ag:reed. by the Contractor. that" if it
should appear at,j any t:i.rr"8 thD~: the [!tate has Dot u.oquire'l ti.tle to all
of the right of way aj).d 12,:J..'~G ~Jr::'.ce'S3ary 'Yo:r'the; pe::r:forrnanGe of the
work under the provisions of t;'1is agre.em',;:':t, that the CI)~tr2,ctor
vraives any and. all cl&.5_m fOT dc.;,mageL:l aga:1.:ut the State ami its offi-
cers; wl:.ich the Contractsr ma,y sustain bS' :i~'e~,30j.1 of any dt::lay 1.n the
performance of said 'v7ork., ocoC18jonell by 'lihe failure of the St~ate C1:
':J_ts offioers to aoq11:1,T8 titJ.(~ to any of 8<,,).li land.s or rIght of vvaY:J
and it is further undezs-ccoo. 3;n.d ag:reed. tb3,.t tl1e date for oompletion
will be extend,~d a n-urnber of dn.ys equal t:? the period of ,such delay.
VII. Payments shall "ce mad,e for .':'Jc::.~k and. labor perforr1~d.
and materials f-:.1rniGhed "l.'iY"i.(el' this OC'2:,txac'!; acoording to the schr;,,;dule
of rates and prices hereto Cu~ thcherl fJnc. I1l~:,r.::e a 1,)2,rt hereof~ and Jr.
no ather mannelI' ""vha;"\.; Be-eiTe):', The 81.lperviso:r. of FE.ghways sha.ll det e::'-
mine the unit quantitj.es amJ_ proper clafJ8J.f:..(~ati ons ofa!_l wO:i?k c.one
and materials fur:'n:l shed u~:J.dcJ: .l-;he p:r.ov5"s icma 02 this agre2ment, a.l1~t
his determination t{~e:r:eof shg,ll be final a~1d (;cr~('.1'Us5_vc a.lld binding
upon the Contractor.
Partial payment:::; 1..mde:': J;his contrDJct, not to exc.';3ecl eig'::.ty
per cent (80%) of the wo~,~:k Q(/ne3 ehB-II be ,c:e..(ie a;t the rer,:u0st of t:le
Contractor one e each mOTJ.";~lJ s~,:Ld pa,yment E! t'.:) -68 rr,ad.e uP('),(l er.'.t lmate8:
of the Superv~ sor 0'.(:' F,:' ~"....,.,," ~l"~' '[,'~nal pa'T'rD8,,\.l.,l "" -f"()i' <'a'-.L.' d vV-I"'k- s'nq'1
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be made w'ithin thi::..ty (:=.;:)) :':::8.Y8 cf the f:1D:~,J. cO:Jl:pletion a:1li accepta::loe
of the entire work by the f}:"lp8::,visor of R1gb..";r;l,y~,:;~ PHO\iID:2.:D~ that~ be-.
fore the making of suoh f ~~m.d. :;-xlyzr.e:it,) the Cont I'aGtor shall sho"" to .
the satisfaotion of the Superv:i.Gor of Higl!.v;<;'.:fe that all jUEt d.ebts
due all laborers,) rt..8c;hanictl.. n~ate:rlal me".t.'1,;:>.nd pc:rsons V>"ho have sup-
plied such Contractl)J',) o::r suc,..rjO!ltIactol'.. wit~l "'Y)aT;i)r~.ia13 or goods of
any kind for this 'It;'ol'l{~ have been palda auc.'J" PHOVJ,DE'J, FUHTHER, ,that.,
if prior to a.ny paY[~lent being nade) the 3upe:.cv:i..soT of H}.g:1ways re--.
oeives notice from any pe:rson or persons that n.ny laboxdIJ,.. :mechan~c8,
~Contract. 21)
B-3
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r--=~~ial raen, or-~~~er persons~:o h~ve furnished or supplied said
Contraotor, or any sub-oontrdotor, with any labor, servioe, material,
goods or provi'sions, of any kind, in oonneotion .VlTi th the oonstruotion
of said portion of
that may be ordered for said portion of
have claims against the Contraotor, or any sub-oon-
traotor, for any suoh se:Cirice of things, for whioh fl.ny suoh laborers,
meohanios, material men, or other I~ersons) "'.v0111d be entitled to a lien
under the lavvs of this State were said high"va:i not a publio high''iTay,
or proper clair:l against the bond in such O~l.,8eS required by law, the
Supervisor of Hig~vays may, in his disoretion, retain out of the pay-
ments then due or to becollie Que said Contraotor, an amount, in add-
ition to the twenty pe::.:- oent (20/~) above T-,I'ovidect. to be retained until
the final oor.,pletion of said work, sufficie:1t to cover all such olaim
or claims of whioh notioe shall have been so given, until such olaim
011 c1aii'D.s shall have been fully satisfied a.nd paid and reoeipts in full
for the' same shall have been furnished by said Oontraotor to the Sup~
ervisor of High"vays and the s.:..dd Contraotor hereby expressly agrees
to pay all such olaims. .
VIII. Payments under this oontract shall be made in one o'r more
of the following nethods, upon presentation of proper vouohers by the
Contractor, said vouohers to be approved by the Supervisor of Highways:
a. By the State Treasurer from the Publio Highway Fund and
Motor Vehicle Fund, upon warrantsof the Stdte Auciitor.
b. By the State Treasurer from the PerIlla-nent Higb.Yilay Fund to
the oredit of Oounty, upon warrants of the State
Auditor. No 'varrant, however, oan be issued for any purpose against
the Permanent Highway Fund unless there be suffioient money to pay
suoh warrant in suoh fund. to the or edit of said County.
o. By the Treasurer of County, from the
R:I:",d Bond Fund of said Oounty u)Jon "varrants of the Connty Auditor.
d. By the Treasurer of County, from the
Hoad and Bridge Fund and RO~1.d. Distriot Fund of said County, upon war-
rants of the County Auditor.
e. By the State Treasurer, as the officer designated and au-
thorized to receive and disburse the share of the United States pay-
able unde:L' the F8deral Aid Road. Aot on aocount'or this project, the
~ame having been set aside by the Secreta:cy of the 'rreasury on oerti-
ficates of the Seoretary .':)f Agriculture of his. approval of the plans,
specifications, and estimates. Payment of the share of the United
States, payable und.er the Federal Aid Road. Act on aC001.mt of this
~Jroj eot, may be r",ade from the Public High-~,ay Revolving Fund.
IX. Any alterations deemed neoessary by the Supervisor of High-
'l1Tays rr..ay be made in the work. sh-:::>i"1n and. J..esoribed in the drawings and
speoificat ions, but only 'Jl:cn Ivri tt en order of said Supervisor of
.
i
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b (Oontract.21)
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Highways or his authorized representativ~ and TIhen so made> the
value of the "vork so added or omitted shall be corDoputed by the Super-
\i'l:-~or of Highways> and the amount so certified shall be fin",.l and
conolusive> and obinding upon the Contractor~ and shall be added to or
deducted from the contract price. The schedule of unit or itemized
prices hereto attached is intended to form a part of this contr9.ct>
8.n1 shall const itut e as far as pOf;lsi.ble the basis 1.1pon which the
value of all ~ork added or omitted shall be computed.
X. The Contractor shall provj.de sufficient> safe" and proper
faciliti8s at all times for the inl;>pection of the work by the SU~Jer-
visor of High\"!aYs Ot' his authorized. rePI'eEJentative. The said 0.0::1..-
tractor shall fu~nish the Sunervizor of Highways or his authorized.
representative" without charge, samples ofUmaterials u80d in oonstruct-
ion as said samples may be required, in crder that the character of
such material may be determined.
Defecti ve wor~ or rJat erial may be conden'.ned by the Supervisor
of Highways any tine before the final acceptance of the work. Njtice
of such condemnation shall be given in WI'jting by the Superv~.sor of-
Highways. Such condemnecl work shall be immed:il3.,tely taken dovm or
changed. Defective mate~ial 8ha.ll be immedi3.iiely removed or disposed
of to the satisfaction of tht~ Supervisor of Higll':vays. Failure or neg-
lect on the part of the aupervisor of Hlg1l'"'J'ays to condenm unsatis-
factory material or l'ej3ct inferior wcrkaanship shall in no way re-
lease the Contractor, nor shall it be constr-tJ.ed to mean the acceptance
of such ~70rk,. nor shall the firal accepta.n..ce bar the S'cate of tTash-
ington from r~covering damages in case fraud was practiced.
- Time lost in replacing such improper work shall furnish no
ground to the Contractor for claiming an extension of time for the
completion of the ~ork, or release from liability from damages or
peaulties for failure to complete the work within the time required,
Incompetent> ,careless.. or negligent employees sha.ll be forth-
wi th discharged by the Contractor upon the 1'V'ri tten request of the
Supervisor of Hi gh'.vays, or his ~utho:r:izad representative> and failure
to co~ly ,tith su~h re~~ests shall be sufficient grounds for the ter-
mination of the contract.
Should the Contractor be delayed in the prosecution or comple-
tion of the work by the act> neglect, or d.efault of the Supe:Lvisor of
High7i"ays Or of any other C(lntractor employed by the Sta.te upon the
work" or by any damage caUGed. by fire or other caffiualty for y{hich the
Contractor is not responsib19,oT by cOffibined action of workmen, in
no way caused by or ~esultlng froffi default or collusion on the part of
Contractor, then the time heJ:ein set for the coz;:pletion of the work
shall be extended fo:: a peri')d equivalent to the time lost by reason
of any or all of the caUGes af(l1resa.id,. vlLl:1ch extended period shall be
determined and fixed by the Super,riscr of Higlrlays, -,vhose determin-
ation shall be final.. but no such allowance shall be made unless ~
claim. therefor is ~r8sent '")d in i!vri"cing t::l the Supervi sor ('If Hi ghways
(Contract.21)
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within ten (10) days after the occurrence of such delay.
Xl. It is further mutually agreed between the parties hereto
that no certificate gj.'V'en or payment mad.e under this contraot, ex-
e e:pt the fip.al certifioat e ox fine.l payment) shall be evidenoe of the
-:::ELfoJ.~r,1ance of this contract,) either 1!vholly or in part, and. that no
r,iaYl11Cnt shall be construed to be an acoeptance of defective wo:rk ox
5.:wrToper material which may. appear before the time of final payment
2'.nd release.
XII, The ~o:rk and material for such improvement shall be at
the sole risk of the Contracto= until the same shall have been fin-
(111y accepted by the Supervisor of Highi7aYE~, and any damage or loss
that may occur or result to the same prior to the final completion
and acceptance of said improvement, includi:ng any extxa work that may
'be ordered by the Supervisor of Highways,) shall fall upon and ~e made
good by the said Contractor.
XIII. The Contractor shall not let", assign or transfer this
contract, or any interest therein, or sub.~let the work hereiD; provid-
ed to be done, or any part thereof, without the consent~ in writing~
of the. Supexviso:r of High'''a:ys. The Contractor shall file vd th the
Supe:r:visor of High'\1Vays a duplicate of a.ll sub-cont.racts made by him
:ts af:>xesaid.
.
The Contractor Shall give his personal attention to the work
at all times, ,and shall be present~ either in person or by duly auth-
orized representative~ on the site of the work continually during its
r:rogress, and shall receive in.structions fr~m the 'Supervisor of High-
ways. Any sub-contractor s~all be ~~nsidered the agent of the Con-
traotor, and the latteJ:'shall be responsible for any indebtedness in-
, cuxred by such agent" If any sub-contractor fails to perform his 'work
in ~ s~tisfacto~ymannez~ his sub-contract may be terminated by the
Supervisor Q~ rlighways. .
., ,
,> t:lV. The Contractor'shall be liable for all damages and inju-
xy "'l7'.h1ch shall be caused, or which shall occur to any person or pe:r-
s,-'ns or pr,ope:rty 'l:Vhats08ver, by reason of any negligence of said Con-
t:ra.ctor, or any of his servants", employees, or sub-contractors, or by
reason of any breach or violation of any cf the provisions of this ag-
reernent~ ~r any of his duties o:r obligation3 thereur~er.
The Contractor shall also assume all liabilities for~ and pro-
tect the State of Washington from any damages or claims arising from
the use of any patented articles, processes or devioes used in the
execution of the work.
The State assmnes the 'responsibility of defending any and all
suits brought fo= the inf:ringement of any patent cla.ined to be infrj-:lg-
ed by the design, type of structure or mate:cial provided for an p12.ns
furnished the Contraotor b~ the Sta-te~ and to hold. the Contractor harm-
less on account of suoh sui.t.s 0'1:' c18,ims Tnr royalty.
i
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(Contract.21)
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1
It is mutually agreed between the parties her'eto" that any
payment/? or contributions due or required by Chapter 74 of the Lans,
of 19l1J (Industrial Insuranco Act) oX' o,ny amendments thereof, of the
State of Wa,sh~.ngton, by virtue of ~ or on~ account of any of the vior}:
covered, by this contraot, may be deduc"tec_ by the Stat e from any pa-y:-
ment or payments made to the Contractor herein~ and that the sum o~,.
surns so deducted shall be determined each month upon the casie of -'~he
work of said month~ and shall be made upon the proper written order
and demand of the Industrial Commission, a notice of which order and
demand shall be served upon the said Contractor prior to said deduc-
tion. It is further ag:r0ed that the Cont:ractor herein, or any sub-
contractor or contractors employed by hir:l~ shall be 8ubj eot to the
provisions of. said act as pxovided and required in Section 17 of
said act.
.XV. It is part of the 'publio policy o~ the Stn.t0 of Washing-
ton that all i70rk by contract or d.ay labol? done for it, or any po~.5.-:.:.-
'lcal subdivision created by its law;. shall be performed in ~ork days
of not more than eig~t (8) houzs each, except in case of extraordin-
ary emergencies.. No case of e:{trao=dina:ry emergency shall be con-
s'trued to exist in any case w'b.ere otheT labor e8.n be found. to -take
the place of the labor 'whioh has a.lreaC!.y b oen er:rployed for eigl1t (8)
hours in any calendar day. In case of the violation of the pro-
visions of this artiole, the Supervisor of Hig:w'lays shall have the
right to cancel this contract by written notice to the Contractor
and to his surety or its representative~ and shall have the right to
complete the work in the manner prcv'ided in .Article IV hereof.
XVl. The Contracto:r agrees to execute and.' furnish to the
State of Washington a good and sufficient bond with an approved sure-
ty. company as .surety, 'said bond to be payabJ.e to the State of Wf.!.sh-
ington, and 'oe in the penal 8um of the full amount of the contract,)
conditioned that he shall f{j.thfully peI1'orm all the prcYisions of
this contract,) '-Lnd s11O.11 indemnifv the St...l.te of rVclshin~ton ~gainst
.J.ny di:rect, or indirect dam:...ges th~~t' sh[.~11 be suffered or cl<1imed, '
for injuries to persons or property du~ing the c~rryi.g out of the
'"lork of this contract..,' and further com':i t ioneri .?:.~ rec;!).:}, Ted by 12,,'Vf
for the pa.yment of all lab,':fers,) mecha,nic3, rmb.-contraotO:t'B a.n:i
materiu.l men,) ,and aT!.. perso:18 whr:'> shall. sULJply sUfJh pe:rson o:c persons
or sub-oon~r8.ctors 1vith px(n-isions OT: SUPS<I..J..GS for the carrying on of
'such w?rk. If the SupE\::-viso:r 9f H~,gb.Vi'J.YG sb.:::~ll have reason to b f;lieV0
that the . security on said bond has beCOffi(::; iJ1puired since the e:i~ec-1~t-.
ion thereof~ or is :insufficient; he IDa;T T(~r:\1~lTe the Cont:r"::tator to
,furnish other or f!,ddl,t:ic:'nal secu':""i.ty,
(Contra.ct.21..:1
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XVII. The State of Washington hereby promises. and agrees With
the Contractor to employ, and does employ him to nrovide the materials
and to do and cause to be done the ilvork of
To cOffiplete and finish the same according to the drawings and specifi-
cations and the terms and conditions herein contained and referred to,
in accordance with the schedule of unit or itemized prioes hereto
attached and made a part hereof, and further agrees to emp+oy him to
perform any extra work that may be ordered, as provide,d for in the
/ Specifications at the actual cost, plus ten per cent (lO~) which cost
shall not include overhead expense or the use of equipment, and hereby
contracts to pay the sums stipulated at the time and in the mCl..nner
and upon the conditions above set forth.
The Contractor for himself, and for his heirs, successors,
executors, administrators and a.ssigns, does hereby agree to t he full
performa.nce of a.ll the covenants herein oontained "Upon his pu.rt.
XVlll. It is further provided tha,t no liability shall a,ttu.ch
to the State by reason of ent8ring into this contract, except as es-
peciall~ provided herein.
(ContrCl.e~.2l)
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IN WITNESS ~mEREO~~ the said Oontraotor ~s ,hereunto setihis
ha.nd and seal" ,and the said Sta.teH~~gbwa;y Oornmi ttee of Washington
h.:J.s~ pursun.nt to resoluti.ons duly :J.dopted, O~used these presents to
be subscribed by its Ohairmo.n a.nd. ::1.ttested by its Secretary~ 'and the
name of the Cornmi,ttee to be hereunto affixed 'the da.y and year first
above written.
Contraotor
STATE HIGHWAY COMMITTEE OR WASHINGTON
By
Chairman
, By"
Member
Attest:
Seoretary of State Highway Committee.
: -
..
(Contraot..2J,)
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DEFnaTIOlJ OF TERES..
"
In interpreting these specifications~ the following definitions
shall prevail: '
STATE: The State of Washington.
STATE HIGHWAY COMMITTEE: The,State Highway COIT~ittee of the
State of ~ashington.
.
SUP'&'9.VISOR OF HIGH"J"iYS: Assistant Director of the Department
of Public V~rks, Division of High,vays.
ENGI}mER: The Suparvisor of Highways~ or his duly authorized
assistants~ by whom all explanations and directions necessary for
the satisfactory prosecution and completion of the work described
in these specifications will be given.
CONTF~CTOR: The person~ firm, co-~artnership, or corporation,
or any J..o."lI1t'ul agent of s'lPh person, firm, partnership, or corpora-
tion... 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 State-
of Washington acting. through the State High<:or-q.y Committee. The can-
t ractshall include the accepted "Proposa11l" r'Plans", "Specificat ions"
and "Contract Bond", also any and all supplemental agreements whioh
reasonably could be required to complete the -construction of the
work in a substantial and acceptable mann?.r.
PROPO~AL: The written offer, or copy thereof, of the bidder
to perform the 'Work proposed.
PLANS: The oriicl~~ly approved plarts, profiles~ cross~seotions
an4c;.other drawings, or exact reproductions thereof, ,lVhich show the
, location... character... dimensions and details of the work to be done
and '\lfhich are to be considered in the contract as coordinate with
these sp~cifications. '
SPEC IF I CAT'I\l>RS.:; The directions... provisions and requirements
contained herein" together with all written agreements made Or to be
made, pertaining to the method a.nd rr.anner of performing the work, or
. tbthe quantities and qualities of materials to be furnished under
the contract. . .
CONTRACT BOND: The approvedfcrm o:f' g.,=tO"\Lr.H'.~ furn3.s'hed by
,(Definit~on of Terms .21)
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the Contraotor and his suret.... as a guarantee of good'faith'6ri~tlie
,. ~
of the Contractor to execute the 1:vork in accordance with the terms
of the contract. '
LABORATORY: The laboratories of the Division of Highways~
Department of Public 1!Jorks~ or other laborator:.-:;s designated by the
Supervisor of Highways. . -
PROPOSAL; 'UARANTY: The securit:r d.esignated in the proposal
to be furnished by ~he bidder as a guaranty of good faith to enter in-
to a contract with the State of Washington~ if the work contemplated
is awarded to him.
-'"
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(BefinitiQn of Terms.21} 0-2
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GENERAL PROVISIO~8
J.>ERUITS AND LICENSES':
The Contractor~hall pr~cure all permits' and licenses, pay
all charges and fees, and give all notices necessary and incident
to. the due and lawful prosecution of the ~ork.
LAWS AFFECTING PUBLIC WORK:
, Attention is particularly called to the clearing and grub-
bing 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 Highway Committee, the Washington Forest Fire Association
and the State Fire Warden all insist that the statutes covering the
matter be strictly enforoed,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, there-
fore, will be striotly enforced.
INTERPRETATION CF PLANS:
, _Any work or rnaterials that may have been accidentally omit-
ted in the description of the work, but whioh is clearly implied,
shall be furnished \'i the p-ontractor as if it had been specifioally
stated. Work shown on the nlans and not mentioned in the specifi-
oations, and vice versa, wili be done as if shown on both, -when and
where required. In case of discrepancy on any plans or drawings be-
tween the scaled and figured dimensions, the figured dimensions shall
govern. In case of ambiguity of expression in the speoifications, or
doubt as to the correct interpretation 'of the same, the matter shall
be submitted to the Supervisor of Highways, Whose decision shall be
final,
INTERPRETATION OFAPPROXlMATE ESTIllATES:
The approximate estimate of quantities will serve, so far as
t~is oontract is concerned, only for the purpose of comparing bids.
The basis of pa~~ent of the contract will be the actual quantities
of work performed in accordance with the plans and specifications,
and if, upon the completion of the improvement, the actual quantities
should show either increase or d eorease from the quantities given in
the approximate estimate, the unit bid prices mentioned in the pro-
posal will still prevail, except as other<<ia~ p'ro~id~d.herein~
(Gen. Provisions. 21)
0....3
J
ADDITIONAl;, WORK:
The preliminary est irnates,J the plans.. and the grade and align:'"
ment as staked on the ground 0::: sho'\vn on profiles and maps,,' are in-
tended to repres-ent the ~lITork t.:', :",'7' done yvith reasona;..I1e closeness,
but the contract is not for any speoffic num:::'er of units of any kind"
nor for any specific grade line or alignment.
The Oontractor shall perfor:'Q all i'lrork in quantities addition-
al to those design~ted in the approximate estimate,J as may be deemed
necGscary to cor;lplete the ~lITork as planned and contemplated, and shall
receive for such additional vvork, pa.yment in full, a tthe :p1"ices
shown in the contract and in the same manner as if such 'vork had been
included in/the original estimate .of quantities.
CONNEOTIONS WITH INTERSECTING ROADS OR DRIVEWAYS:
The Contractor shaD., ':01.' the same compensatior.... as for other
graiing, gra1e a safe, proper, and ~orkma~likeoonnection with all
intersecting public or pri\iate roads or driveways, acoording to the
directionrof the.engineer.
FORCE ACCOUNT:
No claim for extra work or force account shall ;.-;.e allo\ved
unless upon '\vritten order, signed '))7 the Engineer prior to the per- I
formance ,of such work. Force account work will be paid for at the'
actuS1.l cost plus" t!&n per cent (10%); which 10% shall cover the use of . i
any or all equipr:~entand all ovel'head expense in connection \,-ith the
force account work. No 'vvork shall be construed as fOl'ce account work
whichc~n be measured under the specifications and paid for at the
unit prices named in the contract.
The amount and cost of such force account shall De computed
JY the Engineer and the amount certified to b~ him shall be final and
conclusive and binding upon the Qontractor. ;j.l c~aims for w8rk done
on u. "force acoountl'b;\,::is shall be submitted. with the estimate
covering the work performed during the period in whiCh the force ac-
count work was actually per~ormed~ and shall be acoonpaniedby the
original written order of the Engineer~ and the original receipted
bills for materials', suppliee and fl~eight.
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 '"lork done 01' any deviat ion made from
the plans and specifications, without written authority, will be cor~
sidered unauthorized and at the expense of the Contractor~ and will
not be mea,sured or paid. for by the State. ".7ork so done may be ordere.d
removed and replaced at the contractor's expense.
LIMITATION OF OPERATIONS:
The A.ontractor shall so conduct his operations as to have
under construction no greater length 0'1' at10unt of work than he oall
proseoute vigorously~ and ,vhen in -the judgment of ..the Engi_neer such
{Gen. Provisions.2l)
0-4
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..__.~..--.._-_._._~
o:oerat ions are being SQ ,9pre~d out as to be detrimental to suoh ,vigor~";i:j~t:,~
ous prosecution... thereby endangering completion of the improveltent '.'Y/*\t~,
'gi thin the cont ract t ime~ he shall so adYi se the Contractor in wri ting'O "" l'
liETHOD CF' SEnVn:rG UQ'J.'(tCF: ~
Xn.y m:,itt en neb ice to t he Contract or iTh5. ch may be requisite,
l1nler these 6peoificatiors~ may be served on said Contractor, either
;:)2:t8onally OJ:: by ma..il, 0::' by leavir:.g the same at his la.st knm7n place
Df regiclence c
\ .
CClOPERA~IOF OF CONTHACTOR RErUIRED;
The Contr~ct0T shall keep a copy of ths plans and specificatio~
on the i7'icrk.
Detou.:';s. Tl'"1E' Gnnt:~aotc;r shall at 2.','::1 t:L.i.1eS conduct the work
i.n such a ma:;mer as to j,neure the least,)'t:c~t Tuct ion to traffic prac-
t icable ~
The Contractu:r 3ha,J.2. provide and rtl2vlnta,:Ln at .his OV7n expense
in passable conJi t j.on. s~.]ch t 8li1'pora:r-y h5.gnw;,.l,Ys and bridGes as may be
necessary to aCCOElO0.ate tho t.':,),ffic dj.ve:cted f:eora the :roClJdway or
oridge under construc.tl,oy.L a.nC"L :3[la11 prov':,dd and maintain in a safe Con-
.ii t ion temporary approaches to and cross ~~ (If in!:; ersect ing higb:i1ays;
except that the Cont:r,~ct;or '.'iil1 not be rsc,J.1irad to bu}lcl and ma.:i,ntain
ter::po.rary detours around ':Jric.tges mOTe ttJiU p;i"snty (20) feet in ;:-engtib."
nor around a closed section of highway bavi::::cg a length of more than
300 feet" uJ).less sucn deto.:..lTS p,re provided for in the specifications
or on the plans, or ordered. in 711'i t lng as force account by the Engin-
eer.
B3-rricad_M.!_ On all imlJrOVe;;wnt sthe Cont.ractoI' shall provide)
erect> and maint,ain, at his uwD. eXpenl'3e ;;'1,11 neceGsu,ry barri.cades of
sufficient strength for Jshe p\.11:'pOS8 ,inten(:;'ed~ suit,=:1ble :.J..j,1d sufficient
lights~ danger sign"lJ.s and s:1.g118 :1nd sh:1l1 tJ..ke all necessa:ry pre-
C2.ution for the protection of the wo;r'k and. sa.fety of the public. Any
part of the ','Jork dam...:ged fj:om t:i:'iJ,ffic or ether causes" CccuI':ring prior
to it s official acce:)tance :0;11,1,11 be repli...~c\:~d LLna made good by the Con-
tractor at his own expense in LL manner s<:1tJsfc.;,cto:cy to the Engines;r.
'-
On all bi11'ricades i:,ud obctruotions there sh'-111 be kept burning
CLt night fror..1 sunset '.:mt:l.l 8u~'lJ.:'ise a com;::dnc.Ltion red und. green light,
both colo:rs of 171io11 cc~~1. be 'D1~.dnly seen at <:~ l:Joint in the road. three
hund:red feet. from t113 b;1x~:'ie~, In day time the Contractor shall place
C..\. red flag t,vo feet squ,l.:C'e L} i:.;." conspiCUGl.li.:"'J place in the road~ three
hundred feet fI'om the b~rrier, .
Fences. In pel,sGing thJ:'ough priVate ;')roperty the Contractor
must keep up u. this o.\,,;n e::penso such t er:1l)0:CJ..ry f enc es as shall be
necessary for the prese::.:,vat ion of the crops,. d,nd p:rot ect ion of the prep.
erty~ and the Cont!'ac-cor sh:1.11 be liable for d.r:.y and all d.amages :resul'i.,
lng f:rom a non-con~liance with this.requirouent.
(Gen. Provisions.21)
0-5
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PRESERVATION OF PROPE~TY~
':"he Contraator shall preS(3rve from damage/all property along-
the line of the 'It'i'ork.. the removaJ. 0rdestruction of which is not
C&~l)l_ed for by the plans. This applies to pl'fblic utilities, trees.J
llion~lmentsJ fences~ etc. and wherever such property is danaged, due to
the !;',ctivities of the Contractor", it sh.~ll be irflL'lediatel~T restored
to its or:ig:1_TI8,.l cond.ition by the ConJ..;ractor and.. at his 07ffi expe.-nse.
us~ OF EXPLOSIVES:
When the ~se of explosives is necessary for the prosecution
of the work.J tho Contractors f3hc,ll use the. 'D_tmost care, so as not to
endanger life 01.' P:-:O'5,;>PT"fsV.. and whenever direc'ted, the number and size
of charges sha.ll be :coduced.
TESTIlJG MATERIALS:
Tests of materials to be used in the work sball be made in
the laboratory d.es~_gr~ated in the flDefini tiCia of TermaTl", "Thenever such
teats a~o require\i by the specificat5.ons or by the Engineer. The Con-
tra.ctcr shall furn'i.sh the Engi:n.eel'.. w5thout charge, samples of mater-
ials used in the W0Tt as such samp182 a.:re requ].:ted. Ib.t erials m::ty be
re"j ected by the Engi.nee:c vlhsDE::vor., in his jud.gment.. th:~y fail to !./leet
the requireJ:'.ent s 0-.[ "th'3 SpfjC if.i.c.ations._ and 7lhen so rej ected.. they
. shall be iminediat ely I e:nov'ed fxc.!ll the work.
STCR AGE CF UATEP.IALS:
All r.~atc:!'ials intend.ed for use 'in the work shall be so
stored by the Cont:-actor as to preven:~ dar.:age froy:: eXpNmre to t:1e
e18Lents.. from adr,::~xtc:re of fore.l.gr: 1:1ateri3.1.. or fror;l any other oause.
The Engineer ~ill refu:38 to accept~ or to sample for testing.. any
materials that are iEproperly stored.
i'
I
I
USE OF MATERIALS FOUND ON nORK:
In the absence 0:': E'pecial provision to the contrary, the
Contractor may use any stonG., gravel.. ,gand, etc.. that T.lay occur in
the regular roadway ex~avat ions, ar.d 'ffh::.ch may !l.ot OS noeoed to ri:"ke
thG fills shmm on th8 r:'.J..2,ns., or an:r t :i.Lbe::' :,'8m.ovec1. in lU?,k.J,!),g the
i~roveY"'''''nt exc.c.,....~ -co }''-''r''''''V"\ "''+h''''~'~i".,., "~')~TJ'r;O(~. .0' -~ "nor o..r.,,,,+'....J.O'"
""'.I':" ~""J ~_ . .l--'~ 0"", ..~ ,-,..L.~. v '.;1 ~...L.._....,t; ~'.l.' v..u.,'",........ ~. C"~.i '~:'......':...'-::b
structures tnat a:re to :,",e I'e,,:;J.e.ced., p-roVJJ.Ed ttlat ths::e. r:o,;:.:aI'la.L:1 are
suitcible for,) and required :i?r the -\:mrk. l]a;t-:n::'i.als fm,.\~lc_ on the \'"0 rk..
especiaJ.ly tir.:ber and oxi st5.ng stT".lCt';..lTGS, 'IThi~:1 a:r.'e ::sq....:L5.-red to be
roroved but whioh are not used in the tr::pTCr\7er:ent 'by t:~w Goat:ra 'J-t:)r,
as prOvided above.J nDa}J. b,,,: D:lt. into Shaf)9 to be har:cU.<3:1 8(;o::~oc::ea~ly
and neatly piled alol!g the right. of way.:~ a:,;; berCJ..n fJ7l,yv icied.. or -a s
the Enginaer may d::i..l' cet-"
~ . oJ
LINES, GRADES~ AIm EEA8uRElIE:IJTS:
The Contracnj;:)::r 'n:U\ "I:le Q.'ov~rne:i ')V ZUD)'), J. ines. grades. and
. I....' 11".
r:.easurements as may b~ }'5 -~rr~~l b~)' :jhl; E:tlP;:;..:nC6:r" ~ni.r'<Vi ng 01,Xt ths "ork
and .b~r th.:> Engl.' nee:;' j c, "';;L ,.,.,....'~ l' .~t; ....).rl ()-,..' Q'l''''-'+ -, T',':: CH~ 0" f '7tJ'. .,...1. ."'=-J'LOrID""'i
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Stakes and markings s8L er L'E:d..e by t:J.8 ET!.!.'l":les:t' to m:J.:~k out the work..
shall be ca:refully pri::served by t:te G01J:tl:a.(,;to~; J.n ca.ss suoh stakes,
mark:i.ngs.J or referenc88 ar3 c.aTe:Lee81~T d::::;st:L'oy~d or d,-:!faoed by the
(Gen. Provisions..21)
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contractor or his employees, the expense of replacing same will be
deducted fr~m any mOTley due or to become due the Contractor.
CROWN OR 0ROS&tSE0TION'OF ROADWAY:
Th'e c:ross--sect ion of the road'lvay scalI be as shown in the
pIans,) except at int ersect ing hig:iw8,Ys on C'.lrves:'r w'he.rever to in
8UTe correct d:rainage 0:;: for other reasons" changeo may be directed.
AUTHORITY AND DUTIES OF INSPECTORS:
The Supervisor of Highways may ap~oint assistants to inspect
all mat ,::rials ussJ. ar>.d all '\VD.rk done. Such inGp3ct ion may ext end.
to any or. aLL pa.rts of the work and to ths '):;:'ena::>ation or manufacture
of the L12,te:~i'J,ls to te used. 'The assistants ,",:i11 not be authorized.
to revoke", aitar", c:::11:1rge or relax the p:rovisions of these specifi-
cations. An assistant is placed on the work to set the neeessary
lines and grades a.DO to keep the Supervisor of Highways informed as
to the progre88 of tne work and the manner in whiuh it m being done;
also to oall 'the a-ttention of the Contractor to any infringenents up-
o~ plans or specificaticns, He '.tvill not be a'-.lthor:l.zed. to approve or
accept any ~ortion of the wozk or to issue ins-:ructions ccn~rary to
the plans and spaoificat ions. The assi.stc-mt will have author:: ty tq
rei act defective material and to suspend any work that is o0ing im-
p:-operly don~.., subj ect to the fi.naJ. dec:lslon of the Supervisor -of
H.Lgk7ays. The assistant will exercise such additional authority as
illay fro~ time to time be especially delegated to him by ths Supervisor
of High~ays. '
FINAL CLEANING UP:
The Contractor shall :remove,) at his own expense, from the high-
vvay and from the aC'..j ainlng property,) temporary structu:res a.nd all
r-ubbish and surplus m'-:'1.t;eri~.1.1..s resu::ting fr~)ill the work which l1),ay have
accumulated du:ring ttcr pr,1f~ecut4.ono All work,) includi:1g shoulders,
d:i.tches", and slopes, shall be ::1.::a71y dressc/i and clea"1c-1d up on com-
pletion, accord.ing to the Engineer's di:rection,; and shall -be left in
a neat and orderly condition.
SUSPE:mION OF WORK: .
The Supervisor of High'\va~rs shall ha -vB a;u:'uhori t~r to susnend
the work on account of the dGfaul t of tb,e C':'ntra':Jtor.. unfcevorable
weather conditions" oJ:' any other condit ion w:,l~,chJ in the judgment
of the Supervisor of R~gh~~Y8 ~~ke~ it imr8ssible to secure first-
class reaul ts, The CO:ltrautor shall imrwc1lat ely J..-espec't th.J t7ri tten.
order of the Supervisor of Highways to DUbpAnd work TIholly or on any
narticula.r section of the road.. If it bee-:xnes Dacess::tI:Y to ato"!) the
work for a protracted period~ the Contrac~Qr shall take every PX0-
caution to prevent any darilage or un:reasona.b.J.e dete:riol'ati'1}1 of th3
work during the time it is closed do\~. The Contractor s~all not
make any claim or demand for d:>..ln3.ge by reasar.. 0:: SUG'.1 sus'.Je:.1sj.ons ::1.:,_
t~o work" but the date for oorepletion will be exteLde~ by the perici
of suoh suspension. '
(Gen. Provisions.21)
0-7
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equant ies of work per orme w be
of High'vays based on m..easure.ments taken by 'h1m;,\i~
. .' \.,,., "". ..."'11~, ,:.,
, computing vOlumes> the method. of ave'rageen;Q.;:':r/'y
toeas will be used for ex:cavation and embankment. Other' quantities, " :.\~
/.1.11 be oomputed in the units used in the proposal form, according to
\'(~ll recognized engineering p:::'incip1es" and no local rules or customs
~il1 be considered6
I
'AY!1ENT FORMA'I'ERIALS ON HAND:
In preparing monthly estimevtes" allow'anee will be made for sev-
,-,nty-five per cent of the cost of sand; g:~avel, reinforcing steel",
;;tructural steel and timber and. plank (not including forms or falsewcrk 1
iJelivered for the work, but in no case will the allmvance exceed the
following figures:
For sand and gr~vel delivered on the subgrade
For sand and gravel delivered in stock piles
near the work" when transported 9Y rail or
f~1. 50 Per Cu. Yd.
barge II
1.00 " "
Triangular mesh reinforcing del i vered on or
near the ',!v(!Jrk 0.02 fI Sq. Ft.
Reinf9rcing bars delivered on or near the work 0.03 If Lb.'
Structural st eel delivered on or near the wor.k 0.05 II II
Timber and plank delivered " " II Ii it 25.00 " M.B.M.
All materials must conform to the requirements of the specifioat-
:.:)ns; hOivever, payment for materials \vi11 not constitute acceptance,
,nd any faulty matexial will be condem~ed: although allowance may have
.'sen made for same in the esth:ates. Deductions at the same rates will
)e made from the estimates as 1;;he material is used.
::'0 WAIVER OF LEGAL RIGHTS: .
Should an error be discovered in .the esttmate, or should conolus-
i ve proofs of dishonesty on the part of the Oontractor be, disoovered
in the 'JVorkJ after the final payment has been made, the High'V'lay Com-
~lttee reserves the right to olaim and recover by process of la'w,
such sums as may be sufficient to correct the error, or make good the
iefects in the work resulting from the Contr~otoris dishonesty.
FURNISHING DATA:
The Contraotor. shall furnish the Enginee::: with such data as may
be required to e~ble hhl to keep an accurate caost of t.ne work as it
prog:resses. . He shall furnish a statement of the nwber and rate of
pay:'Of all laborers and teams employed each day upon the work; also
copies of all equipment and material bills:. or a statement in lieu
thereof" showing the amount of equiptLent and materials reoeived on the
work and cost thereof, together with such other,informat:lon as may be
required.
(Gen. Brovisions.21)
0-8
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FEDERAL OO-OPEBATION.
::tCYRK SUBJEOT 'fO THE nrSP:;UTIC:J AND APPROVAL OF SECRETARY OF AGRICU-l~
~'CL~R.~ :'
'i'1-,e at'-erltl""':,,\ ".F ~"hr.- l'~d(1er .", ]"'''\"\"'''''''p..-< ';'0 ~"n<=> fac+- tba..l.. pur-
J.. L.i. . IJ ~ _....J . J. 1..... .'_ w .....1....... ..~.... J... 0 . ....1.1 ~.... U _'\,..!.. l, u... '-' _ v ... U ~
:.'''J.a:1t to the i,)T.O'iT is :L,->r b 0: t);,2'.'iJ certain Ac,;t of Congress> approved July
'1'1 10,10"" ('1.c, --'::ta .;>)"')~ e"l+"i~'''\J..ed 11(1"" AC.i'+o -A...L"O"\i...~'-;e tl""'t' \ "'e Unit<=>d
J,.J-,\ "-" .) t"...;...... ~...J to ~~\t..I) J.U,.I..V ...'1.J.J., .U.,; _~' ,J _I..A.", loCI" J::.L .~ \,J
~,tates sha:Ll aid. th:; Eta,Les i:'l, the constrJctic:l of rUTal post roads"
cmd for other ~)urI'o~Je.sa) tl:ce United State~j G'ov::;rnment is to pay a
port ion of t he cost of' t hi s im:;)roveLlent. The E~bove Act of Congress
provides 'chat the Gcnst l"Uc:-i:; 1 0;'1 work and. lCl,l'or IT., eaoh StcL't:i e shall be
C.one in :::iccor:iance "1'1:" tt it 2 J.il.'-,,-:/S ami un.:L~,.. 'C he cdrect supervision of
t11e St"J~,,,, Hl' 0';'11"T,.\~.r Dr"""'"i-"""'Ylt '~ubJ-e{...t to ':-"'0. ~ ""'s''''ec-l-l' nn ':'-'1(~ a")'-rov:'l
- CVvv.J. b'~ .le..,,, ~"J.._IC.I"J-Wli..I.'''''''':'..; v ...I ..L.\.1 .l......i 1...J v,- l;..(.o...\...i.. .J;.;..J ~
of the SecI'etary of AgriGultuL'u and in ac(;c."C~~ctTlce Yvith the rules anel
l'egulatiO:l,S rlkl,de P'lI'suc:mttbEHGtO. '1'11e COYJ'Ttr'J:;tion work, therefore,
will be s11bjec't to b1.lC:J. :i.r~c.,;~:s0"-'ion by tho i...:Il.'l. t'.:ct States Secretary of
Agricul t1.ll'e, or' his ag(~:T':; D,)'),,:1 may':. be n8c(-;ss,:vX7 to meet the above
recpirements, but SUCIJ :1.1:'. ection w:"ll i:n no 8elYlse make t:1e Federal
Government a paTty to -C::11s ccmGract and v'iill in no way interfere 1.'iTith
the rights of ei theJ.' pa'l"'~Y he:::6undel', nor wiLl.. it 8ubj eat the con-
tI'actor to compliance yLth tile; Fedel'al Ip;i'i8 xe:.La.tive to la')or, etc"
on Government Contracts 1
ELlPLOYHENT OF SOLDIEHS, ETO~
In the emploY'1Dexl'~ of labor in the rD:c-to~'Yliance o~: t hi s cont ract J
preference shall be 61 ven, o'cl-;.er ccndi t ions being equal, to honorably
~ascharged sold.iers~ sa,:.i.!_ors" c:nd marineo. but no other preference 01'
iiscriminatiOn among cit~zens of the Uni~8d States shall be made.
'Wo;i C t' "'1)
,cv~.' o-ope~a lon.~
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REGARDING CEMENT:
The State of Washington will guarantee a price on cement for-
this improvement to the successful bidder at the rate of two do~lars
and eighty cents ($2.80) per barrel F.O.B. cars at the factory when
ordered by the Contractor through the Supervisor of Highways in car-
load lots. This price does not include freight.
Sacks will be purchased from the Contractor by the Cement 11an-
uracturer at ten (10) cents per sack upon the return to the factory
of the saoks in serviceable condition, providing the saoks have never
been, wet. The Contractor is to pay the freight oharges on.sacks re-
turned.
"..--- "... ~~"",~r~,~:.~t;\';;'._,-~~7'<l.,:,:~"",!>O',:"...,~~
The Contractor must pay all freight charges on cement.
Shipments from the factory will in all cases be not less.than
minimum carload lots.
The State of Washington has secured the above named guaranteed
price far cement for state road and bridge construction, and it is to
be used on such work only. Failure on the part of the .Contractor to
. conform to the above conditions will render this guarantee null and
void and the Contractor will be compelled to purchase the balance of
the cement needed to mmplete the contract in.' the open market.
Payment for the cement 'will be made through this department
. by withholding from monthly ~stimates an amount equal to the price
of cement purchased during the month plus any additional charges.
The State hereby notifies all contractors, that the State guar-
antees the price of cement only and is in no manner responsible for
delivery of cement to the Contractor.
(Pa1ouse-Garfield.21)
(Re. Cement .21)
4-1-21
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S PEe I FIe A T ION S
OONSTRUOTION DETAILS
OLEARDJG, GRUBBING AND REMOVAL OF STRUCTURES.
CLEARING:
The Tight of way will in general be cleared to the width of 20
feet on each side of the center line, but will be cleared to greater
widths w'here ord.ered by the Engineer. Clearing outside of the right
of 'Nay shall be done unde:r the same specifications and be paid for at
the same price as clearing '!'iTithin the right of WaY. The clearing will
in all cases conform to the stakes set by the Engineer.
Y:ithin the lines staked by the Engineer~ except as hereinafter
specified~ all trees~ brush~ logs I 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 top of stumps shall be cut at
least two feet below grade. Trees designated by the Engineer shall be
left standing and care shall be exercised by the Contractor not to
damage such trees in falling adjacent timber or in burning. All mer-
chantable 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 clearingj free from rubbish and ivorthless logs.
\
At such tiwes as the State or Government authorities prohibit
burning~ the refuse from the clearing shall be piled along the sides
of the right of way at points ivhere its bUI'ning will not damage stand-
ing timber, and when suchprohibitio~ is removed the piles of refuse
shall be burned. Clearing must be ca.r:ried on and conpleted at least
one-half mile ahead of the grading.
Clearing will be paid for by the acre for the area actually clear-
~ ed by the Contractor in accordance with the stakes set by the Engineer.
GRUBBING:
All stumps and roots embedded in the ground within the areas in-
cluded between the slope stake13 of all excavatiort~ ana. all eil106.nkiJ..ents
of five (5) feet 01' less, shall be removed. and burned within the right
of -;.ray. At such times as the State or Govermnent authorities prohibit
burning, . the refuse from the grubbing shall be piled along the sides
of the right of way at points where its burning will not damage stand-
ing timberj and '7hen such pl'ohibi t ion is :removed) the piles of refuse
shall be burned.
i Grubbing will be paid for by the acre for the area actually grub-
. bed by the Cont ractor '.vi thin the lin11 t s above specified,
(Clearing, grubbing etc.2l) D-l
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~1EMbvAL OF STRUOTURES:
'VThers the Oontractor is required to rerjove from the right of
"\'=01 buildings.l' . fenaes1 punch8on,) te:Lephone poles,) irri.gation flumes,
DJ: other structures not cons'iltuting a part of the roadway) and the
j"'d~cval of whioh is net els8"JV'hsl'e provided for in these specifications
o:~ the plans, sU8h ''.'Jerk w:L11 be considerecL '-\,f;l e:;,.tra work, and sha.ll be
,~()~le :\,ccordi ng to -ehe Enginee:r.~ s in.structions and p::1.id for a.s provided
\.:.n:l.3~c the clause coveT 1..:::1g extra work.
In case st~~.t'.utures 90nstituting a pz.'ort of the roao:v'J~lYJ such
as existing culverts or br~d~:~,) are Teq~i7od to be tor~ cut and re~ov-
(~~ j.'t 81.:.ch '\?Jork "V.r'~.ll. \:' CO) !.l.cj (~~\;r (~~6_ 3..8 :1. ::1..0 J d.f:r.;Ga.l t ~ t 116 s t T'UC.t 'u.re. G w}1i oh
:S-)~~2Ce the onss I'2nOVE';d. al"o. w:1.:Ll !lot be [':,>,5.,.:1. tor s8pala-',;;.:;ly, ["nd.
,:.;o;-ri.3)ens8,'tiQD for t~l,cd r re:<lo~lal yrill be: rqpl'\.iei as :tr:Cl~l'.~.(,d in the pay-
-'en-'. -{"C'I' r r,'IU' ;.....' ......J "1' -.. . ..... '" .., 1 ,"..."l 0..:1; ..I".D' p.
:':,. , lJ.... _l~.;.w S'u.J.'UI.,; cl..::::::es., 1.:11...e'18 ~YGneIWl8e :;:[''3(::::,1 :1.8C1..L y p:.r.OVlu.e ....n lJ ,..0
Special Provisions at the end., of these spec.i.fioatiorw or on thep.lan8,
(Clearing) grubbing) etm;Zl)
D~
l =-='='=~,--~.,.. ...- .......-.. ~--
~~:;'~'~"":'~~~~~~:~Ji/;:~-',D:~"~a.""'.R: ,. ~):;~M','
;.",~k :'.
- . ...... - --- "=" ....:,;.; . .. '.::--::
';',.,.1..;,,:*,.
],~
GRADING.
D:SSCRIPTION:
Under this head is included all excavations and emba~kment~ re-
quire~ for the formation of the roadbed,> the digging of drain ditches
and cutting ne'~i channels for streams.) either within or withou~ the
:.c:tght of way.. excavations or emban:;rment s fo:r br:td.ges; culvert s.1 a.nd
ether structures.. and the grading of j.ntersecting high-7ays and private
roads.) and grading new approaches ~hen ordered by the Engineer,
OLASSIFICATION:
Grading shall be classified. under the :1eads of Solid Rock Ex-
cave}'::l_on.. Loose Rock Exc:avati.on.) Oomrr;.on Excavation.) Excavation for
S.t;Tuctures.) Ditch ExcaviJ.'liions.) and. on Pa-v':'...ngiy..rpTovements there shall
be the additional classifica-tion of Su.bgrad.e Excavat:L.on. Haterial
from borro'~~ pits shall be classified under the heads of Solid ROOk Ex-
cavation.. Loose ROCk Excavation.) and COL~uon Excavation.
Solid ROCk Excavation will include all rock in masses that can-
not be removed withoux drilling and blasting and all boulders con-
taining more than one-half cubic ya:rd.
Loose Rock Excavation ~ill include detached rock and boulders
oontaining one cubic foot or more.) and less than one-half cubic yaTd,
cemented gravel and. hard. pan. Cemented g::-avel is defined as gre,vel
caused to cohere by inf.iltrd.ted c&.lcereous or silicious rJatter.) or by
the effect of such infiltrat'ion corc.bined ":ith that of pressure" a.nJ.
which cannot be loosened by picking or by plolTing ':1i th a 6-hors$ tear,1J
Hard pan is defined as A :nixture of clay, sand.) pebbles, and srD-all
rock so firmly.compacted that it cannot be loosened by picking or by
p10~7ing with a a-horse team.
COIT~on Excavation ;7ill include all excavated material not in-
cluded under the heads of Solid Rock Excavation.. Loose Rock Excavation..
Subg:rade Excavation.. Excavation for Structures.) and Ditch Exc~vation.
Excavation for Structures ~ill include all material excavated
for the footing of Culverts.) bridges.) and retaining ~alls.
Ditch Excavation ":ill include all material excavated in con-
structing channel changes and other ditches.) not including the side
ditches in the regular road section or side bor~o~ pits. In case
loose rock or solid :rock is enC01J11t ered i t-;-ill '08 so clCl,ssifi ed.
1,1,'
ij
Subgrade Excavation shall be so classified on paving inprove-
ments only, and shall include that material eXCavated fros the trav-
eled road"78.~T of an existing road where the locat ieD fo110";7s such ex-
isting road) and ~;here the cut at the Cl.'O'l'J'n of the. existing road is
three (3) feet or less. In case 100e8 rOOl<.: \J:I:-' <:>0'13;-) -r>(),:1{ 5s encoun-
tered, it -<;;Till be so classified and. ;::>aid. for instead of subgra,:c ~x-
cavation. In excavations ",he:re the cut at tile cto'7n of the eX1st 1111:,
road. is greater tl:.an three (3) feet.. the Llc:.terial ',ill not be class-
ified. as Subgrade Excavation, but :7111 be classified as corrr~on, loose
rock.. or solid rock, as the case may be. In computing s~bgrade 0X~
cavation the ..,.<>a.-ho::;Q';i:rl.l in the shoulders .of the ~xisting road above
(e~ading.2l) E-l
II
i :'
II
J
..
--~- - ._- --,----.
...' - -... -.-
';~;.;';"\'t-;'~~'\.~)..I'l\'iZ ':(.~i1\w,,-~~'_ :'_'I,I~':i:_~..
',;".~k;\
/.: ....;.(j..,
'-,
<
or
t 2.51 12.5, .'
... ~ - - r .. ...:....r ;_~,__ .;_.,., .,........; _.; ~ -'."-- --', ........... _ _ _ __ r __..- :_ ~1- : - -, ~;"
~ ~:..- ~ - - - - - - - - - - - - - - - - -""-..1'- ~" "-
./ .1', .\'. ,
'-,/...,\., ......allo-vved as subgrade excavat'ion ""
-~riginal surface
ternp],et line
the base of the pavement and within two and 6ne':')las1r:feet;'ot~~,..."
of the pavement mIl be aIlo'\;ved as subgrade exoavati-on. ' . . "
- ~ .. .,
',- ,
" ,
'-,,,'-
"
"
"
....
...." "'"
- - - ....-
EXCAVATION:
Excavation shall include the :removal of and satisfactory dispos-
al of all materials taken from within the limits. of the work contract~
,ed for.
All excavation shall~ if required~ be taken or hauled into the
nearest embankment to the extreme distance reguired by the Engineer.
The surplus beyond '7hat is necessary to form the contiguous embank-
ment, is to be disposed of in widening the embankment uniformly along
one or both sides of the sa,me, or 1s to be d.eposi ted in waste banks"
ox is to be hauled to form any embankment on the road to be improved"
as the Engineer may direct. In cases where the quantity of material
taken from the regular cuttings sha.ll not be sufficient to form the
requisi t e embankcLnt" tho defici ency shall be supplied by taking 1;}8,-
terial fr01J cuttings within or without the right of way, at such
places as the Engineer r;:ay direct,) or fror:1 an cnlargenent of th;e reg-
ular cuttings, nade equally or uniformly on one or both sides of the
same~ and the sides of the excavation in all cases shall be dressed
to such slopes as the Engineer may require, provi.ded" that if the
Contractor shall have sloped such excavati.on by direction of the Eng-
ineer before widening the sane, pay~ent fo~ sloping the second tiDe
shall be nade by foxes account as hereinafter provided.
~.1herever the Engineer may deer:l such a oourse necessary~ the
cuttings shall be nade below grade, and clean sane., gravel, loose rock)
or othGr l:.aterial deemed pl'cper for the :roadbed, shall be procured
by the Contractor and deposited as the Eni2':~neer nay direct. In
Soli"d ROCk ,Excavation the CODcractor shall be required to excavate
eight (8) inches below the ,g:t'C',deg,.nd to backfill to true grade and-
crown ',",ith I~aterial as specified above. Suoh e:roavation and backfill
will be estimated and paid for at-the contract price for common ex-
cavation, solid rocke:wavation. OJ: comr.on borro"7~ as the case l;,.ay be.
i
I
I
The surface of the .ro8,d.bed shall conforI.:1 striotly to the final
grades set by the Engineer,) and shall be cOl:";posed of the best r:ater-
ialsobtainable, fror:_ the excavat ion. No b':)u:!..ders shall be left pro-
truding froI', the surface and all stonas of greater diar~eter than two
inchas shall be reJ.'loyed f:rom the entire su:rface of the .roadQ,~d.
EXCAVATION FOR STRUOTURES:
Foundation pits for culvJrts~ bridgGs~ and othor strucn~rcs,
shall be sxcavat cd to the depth and linGS :i.ndicatod on tho plans Or
established by the Engino3r. The material obtained frOJ~ such cxcav-
{Grading.2-1) ,
E..2
I
~;"'-":""""'::"~-'~M_' ""~
'J." ~- ". . """'-'.',.,-.' . ."
....~. ".' ::::='" '..1.
-.. p
,."~
., . -.'~.- ..--'''.--'......~._--............
ation shall be used, as the Engineer may rec;.ui:r:e, either ~n oonstruct:::-
ing embankments~ or for backfilling over, and around the stTUpture~" .,-
after they a.re complet 8,,' or, in case it is ~nsuitable .for ei ther~ of
these pu:rposes, it shall be disposed of in such mannerasto.avoid;
Obst:ructing the strea.m or other\vise ilU"Pair -the efficiency or.... appear-
ance of the structure or other parts of the road. The backfilling
of openings ma:ie for structu::~es shall be oonsidered as a. necessary
p~rt of the excavation, though the Enginear may require th~t the ma-
terial for use in makir..g a bftckfill be obtv.ined from u. source entire-
ly apart fro!', th.e structure. On paving improve.ments the backfill for
structures shall be made in layers not more than six (6) inches
thick, and eaoh layer shall be thoroughly tamped or rammed before
the next sucoeed:i.ng layer is laid. Where the materia,l used in making
the backfill is difficult to oompact, the Engineer may require each
layer to be thoroughly !lushed with water if in his judgment such
flushing would be desira,ble. Compens::'l.tion for such .;,;etting shall be
included in the contract price for I/E~r.c['..vation for Structuresll.
Measurement will be m~de to lines 13 inohes distant laterally
from the neat lines. Excavation for structures will not be further
classified into Solid Rock or Loose Rock Excavation.
OVERBREAK AND SLIDES:
Side slopes shall be made as staked by the Engineer. In caso
finished slopes slide into the excavation during the progress of the
"]'Jork, the slide m:::l,terial shall be rem.oved a.t contract price per dubio
yard. Slopas undercut at the. base by draglines used in excavation~
or dastroyed in any manner' by aot of the Oontractor, shall be 1'e-
sloped, parallel to the slope as staked by the Engineer, at the Oon-
tractorts eXy:Jense.
In solid rook excavation, overbreaks due to blasting uill be
removed by the Contractor at his own expense.
EMBANKI!ENT:
The materials oomposing the embankments must be entirely im-
perishable, and wherever the natural surface upon which the embank-
!tlent is to ~Je placed is of such a nature as, in the jud.gnlent 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 ~s ordered.
i
I ~
On paving improvements all embankments shall be constructed
in successive horizontal lE1.y-ers not exceeding eight (8) inches in
thickness. Each lav.3r sh:.\.ll be relIed. with a self~propelled roller
weighing not less than ten (10) tons :'md such :rolling sha.ll ext end
across the entire fill. If the material QOGS not compact readily
under rolling, each layer shall be sprinkled. with ~ater before or dur-
ing the process of roll1'ng in order to secure a t'horoughly compacted
mass. Layers shall be carried up full width from the bottom of the
fill to avoid the necessity oT Widening on the edges after the cente~
has been brought to grade. The contra.ct price per cubic yard of' ex-
(Gra1ing.31)
E-3
I
~..,'
. . " " ;......._"<..."..'.'<'~,._c
...._'*,-"..,''''"-'''..;
.~~'/:~ .~,
"'" -~ '. ,. .:'=. ::.
I
II
~
..,~
. .--~..~--..~.~ ",.-
r
,
cavation shall be full compensation for such rolling and sprinkl.ing.
Whenever the 8i tc of Em en:bankment is cove:red with SlTO'Vl' su"ffio-.
iently deep to h1::c')v,ir t~le utility of t:1e w'ork., the same must be r6-
110\red. and deposited beyo:ad. t:16 slope sta.kesJ at the Contractor!s o'wn
expBn3e. Work of thi.J n:.::tuTe Gl;a.ll a.bmys'l')e a.t le::''\.3t one hm:.dred
(100) feet in cvd"iTan0 e of t :1e i1:rr.bg,nkrr~E';:)''t.
3JP..ROW PITS:
Borrow 1:'.i ts shall be COnI13ct ed ',';"5. th d-i.tches and drained. to the
ne:~]?est nar'lral au".; L'3t; 2ld::: Gloj!eG of bo.r-o:ov'J' p.it G in 8.11 oaBes s:~:a.ll
De c.resspd. to s~,lch 81.:I:)e a'3 t:h8 E:l:,:;:ineeT H1::;.Y di.J'.3ct, Ii berm. of not, .
less than six (6) feet~ in 'irt:r).i-.h shilJ.l be left be'~v'1'eE)n the slope ste,kes
of t:ne em'ba.~lkr(lent and. the edf.~(~ of the bOJ:>rc';v pit.') and a berm of n01;
le2s than two (r.-;) feet shcl.ll 1;e 13ft bet']\l'E;,:rn the outside slope of the
borrow pit a.nti the right:>f '~my line. The be::'rJ. must consist; of orig-
lnal unbroken ground..
OVERHAUL ON EXCAVATION:
Excavated ~aterial shall be hauled to ~ny distance that the Eng-
ineer may direct. ViJhenever the ,aaterL.l,l i3 hauled. to u. distance great-
er than four hundred (L1:00) feet, the Contra.ator -)I[ill receive ad.di~ion-
.J..l compensation: for overhaul on' e::ca':Tat:icn. ~:'he Iu.ethod of cor.a.puting
overhaul shall be by applicatio:1 of the YlaSS diag:raL1 as set forth j,n
the "Instructions to Engineers" on record in the office of the S~~er-
visor of HigID~ays.
WASTE AND BORROW:
The Contractor will not be allowGQ to ~~ste and borrow in lieu
of hauling the ~aterial as required.
DISPOSAL OF StIRPlrUEl ]lA'.rEDIAL~
All s1..trplu3 eX('ivlatio:r~.and waste y.:aterial s:i'lall be used uniforn-
ly to 'viden era.banln8xl'ts along one or both 3:'L:leS of the sane" or to
flatten side slopes" or be d.ep,Y~i tad. in ~3uuh other places and for such
other pU~)OSGS as the Engineer may dDs~~~te.
DEPOSIT OF STONE:
The Oontractor> .rjhen clixected by the En.gi:"leer', shq,ll deposit
on- the siJ.e of the roa.a", or at EnJ.oh oonveni:::j1'i::; ";:Joints aG .:;ay be ae-
. t ...
slgna. ed., any stone or roak that he 1"iS,y e::e~"r:;.ce,; and if :Le. S:l doing,
he shall d~OSl' t l--at.~rl'::> 1 rec'u" ''''...:,d. fo'" e-...l)o>-i'1'~-ro ','r';' -{- ,~C'> 3"r'.; '\- ~ 0....21
-~ . J,~J. '-'~...~. .... ~'. ...._ '-' ....J.. HJ.~ ...-...v.....u.t~"'V....lIJ, v _.1....... " . \...1\....t. , , ..,t...{. ,t.....,
number of cubic yal'ds of e:~cc'.,va.;t:;.on requiJ.:'8c.t in fOI'rdng s-~ch er::.bC'.nk.-
.uent 17ill be allovved and. 1jaid for. All 8''(; one. or :rock excavate;i and
.ieposi t ed as above sl1al1 be the prol')e:;'-!.:y of the St;lte;o and the Con-
tractor will be hel.d :Lespons:tble for j.ts c('~fe kee:~:.r..g u::til ref.1oved by
proper autho1.'ity, or until the cor..tract is cOii2pleted.
DRAINAGE DITCHEo:
All ditches 81.10,11 be construot ed. as shown on t he plans ;J.nd s ha.ll
"oe so graded as to coni'o:']"-l to the na.t-<'iral flc;'tl' of the 17a'te:r to 01..::1-
verts, or natural or n,rtlf"ic.1al channels. In going from cut to
(Grading.31)
E-4
~;;-..:"~
~~tiitJ':4~:",~,~.li,;~ ,""
j^,~',<'.."';<~"
'~"i;h..;';~
fill the ditohes shall be out to the right or left before reaching
the fill. Under no oiroumstanoes shall the water be allowed to,r'lm
upon the fill.
-
METHOD OF MEASUREMENT OF QUANTITIES:
All grading will be measured in excavation in its original pos-
ition by cross sectioning~ except in'the case of borrow pits of neoes-
sity so irregular in shape as to make accurate measurement impossible~
in '~~ich 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 pro-
vided for and the price paid for such excavationj with the additional
price paid for overhaul as hereinafter defined~ shall be full compen-
sation for excavating the material~ hauling into embankment or dis-
posing of it as directed by the Engineer~ and finishing the roadbed
~ni slopes as hereinafter directed. .
The price paid for excavation shall include hauling the mater-
ial within and up to a distance of four hundred feet. Ascompensation
for hauling excavated material to iistances greater than the specified
four hundred feet, the contract price for overhaul will be paid on
each yari for each one hundred feet that it is hauled beyond the above
specifiei four hundred feet.
. Payment for Excavation for Structures ~ill be made at the con-
t'Tact price per cubic yard for "Excavation for Structures" ~ ,vhich
price shall be full compensation for"'all neoessary pumping, bailing,)
iraining~ sheeting~ diversion of streams,) etc.,) and backfilling over
~ni around suoh structure~to the original sur~ace of the ground.
(Grading.21) ,
E-5
':. c. .~ ~,\::\\b~ti"~"/;j.',~;
';N~ . .,~: "-~~
.;,\T~,;';::\
~.._..,..._. ---...-.--..-.-......-
R.IPRAf ..
HAND PLACED RIPRAP:
P..9sQ.:!."t.l?t?.=.Q.!"'1:!. Hand placed r:l.pra.p.) or slo-pe vm.ll, shall be c,on-
st:i'ucted where. ind.ica t;:~r't, 0,;:1'1 of the shape and thic:~:less shown 0:'1
the plans or as directed by the Engine9~.
The slopes l::JTote0ted shall not be steeper than the angle of
repose or th.e ma"ti'~=J.al,: unless otherwise ind~J..Gatedo The stones shall
be laid by b2~~{jd. or.. prepared slopes to such thi0k:1.8SS as may be order-
""" "t''''T t'..,.o '!i'I"--J-'-C>:>'~ '""1.';..'-" "'>-.......'~np sll~Jl bt. e+~..,.....cr< .,.:..- tOn::> toe of' t''''e
-.,.J..... lJJ .to..."-; ..;;.;.J....?~J..:............,.~'ft ...~J...J .\...L..tJJ.<..;., '.........-w_.. ...., ",-uO,,_,..u.\..l;. '_IV 'J. ..... .;.J.
CIabar;)::~~l::~Jt 'Or d.:1.gGinl?; a .t:r"e:'.wr_ aJ?-d plac],I',::=; :). ?,j.....1T.8~ o~~ tl;,e J.8,~'g~<)t_
<:;'GQneG -~~~8:r8::.n. ::i.f~ Ia:: af:~ p:(-ac':;lGacle, T.~5 rn7.d vI the Et:ODe f!..t:;.:\,)..L
d:~(;:~eaGe from the bot';~O:;;:l to ~~he "t":ID of the r:.r:.'2.p. E2.0h c't0:1e SL1(),11
-...~f"'::l ".1 ~ ~~".~'" -; t ~- -:.~. -, - <...~:"t. ..... .;:..'\.., ~:': ::;..L -f ..~""J":) ......'V"f"l.:,.... """""-1-: . -~.......;... ..-,.,... d
,,"'.J sa. p:,acea. \.InC,!J __. on....,)._.. r....,o. o~ :.l.~e ~-"?P.~ 0_. ,,-,-.v t'_".)~~.., ~ml;>.L\J" co,.l
Tl,)t whOl,ly on the E;-CC>::l>:l 1) (;}.OYv.> an,.. ~t S.b.&..L.L b~) 'c":.lC,-::-oug:-:...:...ycar,lp8'j, OJ:
ct.ri ven into pJ.aoe. Tn::; ex:::. :--J:.l8d fae.e of all l:and p:.u;.ced. riprap 8:.1.8.11
be rr.a:l.e as smootil as' the 81Bpe ani size of the stones vvi:!..l perr.'li"":;,,
an~ shall not vary more than three (3) inohes f~om the required co~-
tour.
1!.~tQ.!~1_G~ Th'3 stone foT. tr.is -:70::1\" sb2.:~_l .oe sound." riuT3,'Qlc
ani as nearly r6c-Gan2;IJ.laT as };:oss::.b1.e., ni:;;:t-r (GJ)peTes:at of whi0h
shall ha.-'le a vol1.'l'"18 of net les[~ than one Ci-'1 c~,';:;iCJ foot.:. lb sto~1.'::;
less th3.n th~ee (3) inohes thick,) OJ:' w:l1ich does not ext endth:roug:n
the wall" sh~ll be uS8d~
'p.g.~Ym,9.J:l.b. This 'vo:rk will be pa.id fc,~ at the con.t::"a.ct prioe per
cubic yarc'~ of rip:=a.p. c0rrplet e:i.n plaoe,: v'~l"~ic:1. yTice \'12..::..1 tncJ.l';.ie.
all necessary eJ'.:ca.v("tioT1~ bac1;/'"fill:l.ngJ mat8j.:'i~1i3, eq'.1i~)!iitmt" tools;l
labor" and other '''Jork incid.el1tal tb.el.'cto"
'Wherever material for riprap is taken from a cut on the road,
no overhaul shall be allo':Ted; (J,j,1d if by T8aGOn of app:zopr:i.ating such
rock for rip:rap pu:cposec, or slope '7iall or ma.GD::'u'y:> a ~11o::,taSG of
material for embankr.cent purp<.)S8S :results, the GOll"G:i'act:-J;.' ~ D.t his own
expense,) shall plEwe in the erf.ba:nkmer.~ ?n arrDun:t of rnats:e: 18.::" equiv-
alent to the volulne of .stone so appropria'G(;do
LOOl=:R RIPRA:P-;
Loose riprap wil~_ consist of stone; seye:nt.7-fi V? (75) perceJ!.t
of which shall hav.e a voll.:me not J.ens than ::rn(: D.) (;1.:'l:'~J-' fo(r;J.~ IJJ.2..(';ed
on the outside of tb.e e::nba'~1'{.m0j,'1.t to S11.8'!::' he::..g}:~j u:.ld. th '-Q:;.~;:.'_: '.18 as -:'.j,~)'
Engipee:r may direct. . r...-:'~"se r:l.J;rap wi7.1 be :~'.i:!.d. for o'~:-.l..Y i'7!)(::!l actu--
ally borrowed for t he !Hl::'~'p,-)D''''''.> at the c,-:nt;~:aGt ,;x'ic:e ':',)'?T eTA., yd.. :'.~
place. Rock taken fro:n excavations o~~hcn -i-;ba,ri b:.:':?_f.'.::;w,-'-'ci"va d[\a.~l.l be
Placed as loose r:i.pJ~ap without ",-"'.t: -"a ....O.fl..O'.,--.'" C ",'-.1.' ("1 ... n" ,~- e"'c""' -7"'t ~ "'n
_ _4\.. _ ..J. "'" J... ...... .LJ,.Ja <J. ....,..;. ..1"J ...r .<.~ :;..v" c.... .I ...:>00 V .
Price only being D2.:i..d for same w'it." t1:"'r>. ;J"""'--i,'r 0--:".....;:0,.1 ;!" ::1'-,-' 'T1--..~
_ .'..... ~_ ..L-'.1;" ...' J:...) .J..J... v......"...... 1.........,;.,..1.. ..'*J ...L. - -"J.l.~;'J.... ~J._
price for loore rip:rap shall be fuJ.l cU'.'{i"::)c;!:Sct.t~ ern fer f',1.::-:.-:d.f:ihillg the
stone hauling into er..:.::n,1..::.}:,:meut, placing O:i:' (.t't:-.e.r'7rV1 S:) d.:. E'D()~ln.g . of l.t
as directed by the Engineer" no oyprhaul bei:.':lg al.-_'Jwec1, ~
(Riprap.21)
F-l
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'c.-:,;., :.
.' ,,,\.;t.l.i:'l"'~l~',~ :'~"1.,~,
:t~f. ,- ~.:~,,-~;;..
-~~~-
,
MASONRY.
CEllENT RUBBLE MASOlJRY:
Df".!.-'2Q..,Ij..D1:ioTI.,,(.. Ce:vnent rubble masonry shall be composed t)f approvJ
'3('1 stone laid. in cen'!.6nl,; marta::-: b3ds" constrtJ.c:ted in su(:n shapes and
li'l~ S1,1Cn placGs as a,:re inQ}.ca-Ged 'on th~ p::t2.ns or where directed by the
E::nzinge~" in a.cco:rdance with. these specifications.
.::t~n~~ The Etone for rubble :masonry shall be clean" hard" and
d.urabJ.e" all weathered .::tone shall be rej8Gtetl. The stones :01." the
face of the wall s~a:LI r.a\-e a tbtcJ;,::ness e;f not less tl13.:a six te)
l.'nC~lc:"'R ~ wl'd"G-n 0+' nu"';" -!"".,.~ -"}-",.,,.. ~..,-;()., t-,;J"j t';M<'>(' t.t'Ie th-1('-':'r."'b~ and 2.
1~ "'_~ ~.. ._ _ 'J .-..\..'l..':~J ..J.......z"J...:.. u \~ \k.I, !.-..,:-.v;":;' _.-.\,.~.G.':......"'_ '''':J "....
length of not les'3 tl:3.~'l one ar~j. onG-bal t' (1~) 1.; im'}s the 'IJlTid.';:;h~ S'Ia.".alJ...-
e:r stones of stm:J..LaI' qU3.~l'G7 may Joe 1.:3ed for pirm,:tng and fo:: the in-
tersticos ~:n the h;,.-~artof 'the wa.llo
Headers sha.ll be fD.ll ~'3ize throughout with a width cf face ct
least eaual to the:i_T tl.l:Lckn8SS and. Eh3.11 oxtend into the bac1:.~.ng not
less than twelve (:i2) inches. Hec.d.ars in 'i'!alls e:.ghtee:.-l (18) inches
th5_ck or less 8hal1 exte:r'.Q snttrely t!'...rcugh the We'ill. Stone sho'uld
increase in thickness and S2..?,G fxom top to bottom.
MQ~taL~ Mortar s~a11 be composed cf one part Portland ceme~t
and tl'.zee peut s s:'~..::::.rl, ,the C8!:l8nt and. sand 8i12.J.l confoT.t?J. to t:le re--
quirements fOI' ceinent and. sand for concrete st:..':'ur;tu::::-es< Eyo_rate1.
lime" to the extent of five (5) per cent by YOJ.Ul!l.8 of the oement, 'L.'lay
be ad.ded to the mortar.. When used" hydrated.. lime sh3.11 be treated
as an addition to and not as revlacing any cemsnt. M()r.t~r for point-
ing shall be composed.. of one pa'r-c coment3 ten (10) pe:rcm-Lt hyd.r3.-'':;f~d
lime" and one part saniL MOJ:-tar "vvhich is not used wi-(~h:,n th.trty (30)
minut es after 'vater has bEJe::l added shall r..ot be used. Ret empering
of mortar will not be permitted~
The sand" cement,? and lime shall be mixed dry in a tight bo~
until the mixture 8,s~umes a uniform co:.'.o!'" after w:!:1ic.:;. wate:: shall be
a:id.ed as ~h'" vr-j'<rl.'nr-:' con~'l.'lJ"J."-'~ ,"_..:.,..:;-.1. th," .r.v,.,....t.,..,-~ a+t~1...ns " "''"''''l;:!~'''''-_Y:'~'Y
-' 1.1 __ .l..J.._~ b . ..l..~ -"....n.l.,.I.....lls_.. .....!.t::;: J.~_v.....vG.r... U c...... t.N ....oljl...:>.J..~dt...._V
that Can be e2.s11y hanciled. ?~Dcl spread w:i.t,Q. a trcweI. H:,'-d.r::ned. line
shall be furnished at the Contractor~s e~~ense.
Placing. All stones she,],l be laid in full morta.r beds, placed.
so as to bond. firmly in all dIrections. Selected. stones" J:'~mgl"'l'Y
squared and pi'tch30_ to lipe.. s:i:mll be -,--130:5_ 2:i'i a:~l a:l?:::!.Sc;I and e:::1d..~ of
walls. Stratified stoiles s:Qa,ll be laid OI~ thf,:1..:C :n:s.';;'U",':,-\.T .oeQ3" and_
not on edge. The stc.Ddt"::l s:Hll be ][,j,d :i.n I',,:O".i.::~;ss pel~"i:)e::'l,j_:L~u::'ar -Co the
face batter so as tel ''''0''''1)'' p,,"'a.' su;...,C!ta'n~-:""" [''"'''-''''-'-'''Y .y" ,?,"""';-: ','r-'C"L' +"'-"1_
. ~ ..L. .)......... (..J-'}\'" Ut...,; J. v__I........ .....<:;,...,lI,.......J..... _ "-..;.1.. ......r.'_.O..v C".A"J..... .J......J..
ished appearance on tn- c. I"'ac,(", At:" ':R'"', 'r: "1'l""--'T';\' r-v~, ii /;.:.) O-l'L' -for)';:' a-e'a
... . .."It :.J ..I,..,........,J;:.,." v_.,..... .......~.. ~.~_ '._~' . v......... .
of the face of the \v8,11 sj::',"'1:!_~L bs h('cld.~:r:5" ji.,:'.l ~!':;O!l'3S Sf.1,:;J'l_ bT3Cl.k
joints at least six :~):3) i:l'"':.:18S 0:1 t:t~e face 01 t.h3 ':;.511 ;:',n.i ne. hor5.-
ZOI}t'il-l joints in tb.e fa.ce oi' 1,he wall s~:(<.l e::c0'.:;d t,j2:es--:'(_;u:i~th'3
(3/4J i!I:,b. in .:avers.ge -~hick:n2ss" . C"Jr~0. Y~:ct).cal j olr...',',8 she.ll not; exc8'2d.
one - (1) l.nch l.tto.1Te:r'c,ge 'V'ri:iT;n.., Ba.eki!lg shall CO~'1S~st of large s'conea
(thsonry. 21).
G--l
..-" ". - -.-..... --..
__~.,-_----=--:c~~==-------_.._------==-------;::..-:::..:_::._,.=-=-
~~
':;,,,
~--------
.--w~.~.
4' ;;.,,;.<-:
~-._-- _ .,___,_._ ~_",=----._._.~--""",,,,~.__.........-.,.h..""';""__"'~_,-,-,,,._,.,,,,~,,,,,__,_,,,,,,",,,,"""""""_____.'-'-_......._~,,,,.,.,.,.....__~....._,__,__.~...._.______._. _ .._ ~_._
"
Protection~ No masonry shall be laid in freezing weather and
any work which is damaged by frost shall be removed and replaced. In
hot or dry weather the masonry shall be protected from.the sun and
kept moist for at least three (3) days after pointing.
Arch Rin~s. Voussm~=s shall be full size throughout and have
bond at least equal to their thickness, the minimum thickness shall be
equal to the thickness of the arch ring, the minimum width shall be
eight (8) inches, and the' minimum length (parallel to axis of arch)
shall be eighteen (18) inches. Voussoirs shall break joints at least
six (6) inches in coursesparallel7 to the arch axis. Radial joints
shall not exceed three-fourths '(3 4) inch in thickness. Joints par-
allel to the roadway shall not exceed one (1) inch in thickness. Ex-
posed edges of ring stones shall be pitched to true lines. The intra-
dOS face shall be dressed sufficientlv to permit the stones to rest
upon the centering properly. The work shall be carried up symmetri-
cally about the crown, the stone being laid in full mortar beds, and
the joints grouted where necessary. No spalls w111 be permitted.
Backing. Backing shall consist of large stone, shaped to fit
the arch, bonded to the spandrels, and l~id in full mortar beds. The
extrados of the arch and the inside face of the spandrel walls shall
be brought to a smooth surface with mortar.
Basis of Pavme~t. Cement Rubble Masonry will be measured in
accordance with the dimensions shown on the plans, except where
changes are ordered by the Engineer. Payment '7111 be made at the
contract unit price p8:!." cubic yard. for tl Cement Rubble lila,sonry" con"l-
plete in place, which price will be full compensation for furnishing
all materials, equipme~t, tools, forms, laQor, and other work inci-
dental thereto, except eX::3a'78,tion and b&ckfill. Excavation will be
paid for at the contract p=ice per cubic yard for "Excavation for
Structures" .
(i,:a,sonry. 21)
G-2
_ . ,,;;~j..,...W' .,_', ......-; i~~ ,,'-.-':(:~!"'INIlI:'
''f~~;:,,' ,;'-.:...~'
....'.,.
· ,,-,.L. "" "'1
CONCRETE STRUCTURES.
DESORIPTION:
Po:rtland oement concrete structures shall be built 7where oalled
for on the plans or where di:rected in writing by the Engineer.
CLASSES OF CONCRETE:
There will be the follo~ing general classification of' concrete:
Class A3 Class B~ Class C; Class D~ and Class E. Each class will in
general be used as hereinaftex specified and elsewhere '~here sho~n
on the plans.
Class A Concret e. Class A concret [:; shall be l!i.i:i:ed in the pr,o-
portions of one part ce~ent~ two parts sand, and three parts broken
stone or gravel. Class C concrete shall be used in all floor slabs
subject to the aorasiv8 action of tTaffic ~nd in all beams and girders
'~hich are to be poured integral with floOT slabs composed of Class A
concrete.
Class B Concrete. Class B concrete. shall be ",.:ixed in the pro-
portions of one p_ut ceL,ent, two parts sand, and four IJa:rtsbroken
stone or gravel. Class B concrete shall be used in all reinforced
concrete other than that covered by Classes A~ C~ D, and E.
Class C Concrete, Class C concrete shall oe mixed in the pro-
portions of one part ce~ent) three parts sdni, and five ~arts broken
stone or gr2L\Tel. Class C concrete snaIl be used in all footing blocks
not reinforced, pier s~aft8) and heavy ~alls.
Clas s D ConcTet e , Clas 8 D conc ret e shall be ~:li:\:ed in t be pro-
portions of one part Cffi~ent) three parts sand) and six pa~ts broken
stone or gravel. Class DcoTj,cret e shall ~)e used 6nly in very heavy
,mass concre.J(; e~ -7he:(e especially shov.rn cn the rlans.
-
. Class E Conc:cet,;. . Class E conc:rete shall be a. Class C COi.1Cretf3
with fifteen Dercent (16p) of ce~ent added. Class E concrete shall
be used for ail ~ork ~here Class 0 concrete is placea under water.
The m:m:ber of barrels of cement requiTed per cubic yard for the
various classes of concrete is as follows:
Class A Concrete 1. '31 barre~.s of ce;-,:ent ()er Cu. Y'-1.,
Class B ConcrE~te 1.97 11 fI If II IF II
Class C Conaret e 1. 22 II " TI tl II "
Class D Conor ece 1,11 " TI " II TI "
Class E Concrete 1.4,0 II II. 1 II " " II
CONCRETE MATERIALS: .
Portland Cel'lenb_ 1':18 ceE-ent useci :31121.11 be a true Portl~nd
oement of tb.e bestquc1.lity,i.ry and. free ':'I'OE lur:.ps and all foreign
(Cone. Structures.21)
B-1
~~l"U
. '..-.,.),~.,.~:I""~ .U\.....:..
...~jhJ.'AWi .~..;'
J~. ......,:.O.,~~",:;:,; .""''''
-~._----~
-=-":-""-~C""""-~C=O"_~=~~~~"'-_~."':"
, ".." '." <' ',,' 'f~'.' .....". . ''''''''''''., '.~.., . """"><". .
1t.at~rial. It shall be a CeiLs::1t' whioh usa:""e haS" prove'd to pcissElss "tlfe
proper quali:ficati.o~s and. l~niforr!li t'y f"oJr -the -:vork int end;3d. It shall
be deli ve2:'ed on the work ir_ t~e original lJackages" in good condit ion"
f'roperly labeled" a:ad must be well pI'ot ected f:;:>om rain and dampness.
~t shall bede~ivered on the work in adv~nce> in such quantity as to
.fford t he Engineer c.n Op:portuni ty of r;:a}rir:.g -t est s before the cement
[hall be used. EaCh shipment or ca.:: lot shall be stored separately.
The cement shall mset the requirements of the Standard Specifi-
G3.tions foX' Portland. Ce!7l3nt" adopted by t::6 Ame:rica:1 Society for Test-
. .~. . - ,.., ., D . '- . ... 9...... . t" 11' t -
;:;,ng .wa'terJ..a..Ls, verla__ es:q;!lavlon \J -';;-'..i...; W'l ~1 a suosequen amena.-
ments and additio~s thereto adopte~ by s~id Society.
Fine Ag2::regate. Sane. shall cOnsist of clean" ha.:rd" durable" un--
coated pa.rt ic1es.. ,,,thieh 'vill not disinteg:::-at e "ihen expos3d to the
weather and shall be :1:68 frcr,1 ~lay.J loam.., stioks.., organic. matter" a:r..d
othe:r impurities. It shal~ be washed if requi~ed by the Engineer.
Sand shall be tested fer. organic matter bv the standGxd colo:rimetrio
test. rt shall be well g:::'aded from ooars~ to fine. Ninety-five (95)
per cent shall be retGined cn a one hundred (100) mesh soreen. Not
less than seventeen (17) per cent :':lOI' mOT:':, than thi:'ty-five (35) per
cent shall pass c. l'b. 28 sieve. One hU:'ldred (100) "DeI' cent shall pass
a screen having square openings measuring one-fourth (k) inch between
wires.
S~nd shall be of such ~lality that mortar oomnosed of one (1)
part of Portland cement 8.nd t:u'ee t3) pa:.:-ts by Y;eight of the sand in
r'u~st ion" when made i:r:to briq".1ettes.. shall at the age of t~7en~y-eight
(28) days" have a strength ratio.. COi:lpaTed. with similar briquettes of
Sta.ndard Otta1'la sand. m.:._xed. at the same tine.. ].:1 the same proportion
and of the sa~e consistenoy.., of one rr~dTeQ (100) per cent for sand to
be used in Class A and C1Lss B concretc3 a~d af least eighty-five (85)
per cent for sand. to be'.18ed ill Classes C, D" and E concrete.., and if
not testing below seventy-five (75) per cent enough gem~~t shall be.
added to increase the strength ratio to eightY-five ~85) DeI' cent.
SU8h additional cement shall oe furnished at the Contractor's expense.
Coarse .Agzre~ate. CoaTse aggregate shall consist of broken
stone or gravel ha~ting 3. FrenCh Coeff5.c:ient of '{;"S:.!;::, .~,: :lot less than
8: Coarse<< aggregat e s~..aJ.1 be ~ree from 'C hin.., elc:!1g~,t~d or lamina tee
pleCes., stlcks" and O:'llG::- for'31gn matte::" an:1.o conta:.nlng no clay or
other materials adhering to the pieces- in such quantity that it can-
not be lightly brus21ec off ~ith the hand' or ~emoved by. dipping in TIa-
fer. It shall be SCI'ser-.l.eci t') remove the sand and 3hall be well grad-
ea." bet1-veOn 14m; +.~ ns r""~,,,.z .,..-co-P',-or SI-'OC.; T'i Cor' q,o ~s +0 "'''''O''''e a ml' n.; YmW(l
.'~" .1., ...v~ ~ :.'_'_"'J....,.~_)~, .. .':~ ....~_v:-- ~ ~ "'. '-'__ ....7 "'ilJ.\..U_
of vOlds. Gravel sha.!..l be '\'1ashea. :Lf rec;.:1:l..:red by tne E!lglneer.
For Glass A a12d.01,2,38 3 concrete' the size of coa:rse aggregate
shall be such that all P8,:rticles ,...ill. ~a88 a :revolving screen having
~ircular openings ti70 ~nd!~7""'e~h,:lf. (~~) ~nche.s.. one and.~?-e-half. (It)
2nches" or three-fourtns \0 ,1) 2ncn In 4~aKeteI ~s specJ.IJ.ed on the
plans; and that ninetY-=ive percent (95%) ~ill be ?etained on a screen
(Concrete Structures.Zl)
H-2
.<
-- -.~ -..~~,----------.......-------~~-
-.-.. - . .......-. .-.- -- . - ~
..,-----~~-_.~......
I
rr.a t ~rial. It shall be a cerr.e::'lt which usa.::re ha,.S" proved to. p~llse88'-'
proper qualifioations and. 'Uniformity 1"0:1: ~he ,W(>xk in-t:endad. '>.~t:,r::"" '
be delive~ed on the work'ir. t~e original packages~ in ~OdOon~(~~
IJroperly labeled" and must be 'ry'ellpr()tected .f=om ~a.~n'and'.~-n~B&'~'.~"'~~; c.. "
:L~ ~ shall ~e- de~ivered on the -u'm~k in adva~ce:J . in su.ch quanti~y'a~to':'::;"f~~
'.::Iord the Englneer an opportunlty of r.a}ang tests oefore the cement --
shall be used. Eaoh shipment or ca:r lot shall be stored separately_
The cement shall mset the require~ents of the Standard!Specifi-
G2,tions fe:r Po:rt:anJ. cerc.8nt, adopted by t:ie Ame:r:loal1. Society fOr Test-
. ~<. .., S ., D' '- . ..., 9....~ . t- 11 b t -
J.ng .....la;t er:laJ.s, erla__ eSJ..gna'u :Lon v -.:::;..i..:; 1U .::1 a su sequen amenQ.-
~ents and aQditions thereto adopt~ by s~id society.
Fine Aggre€!ate. Sane. shall consist of clean" hcud,) durable" un-
coated pa.rticles" 1:-vhich 'vill not disinteg~at e "ruen ex:r:;os3d to the
weather and shall be free fro~ clay" lcan~ sticks, organic matter, and
other impurities. It shal~ be washed if required oy the Engineer.
Sand shall be tested for org~nic matter bv the standGrd colorimetric
test. It shall be well g~aded from coarse to fine. Ninety-five (95)
per cent shall be ret2.ined. en a one hund,recl (100) mesh soreen. Not
less than seventeen (1'7) per Gent ::lo:r maY'?', than thirty-five (35) peI'
cent shall pass 2, lb. 28 s::e-ve. 0:::1..3 hund:r."ed (100) per cent shall pass
a screen having s~uare openings measuring 0ne-fourth (~) inch between
wires. .
Sand shall be 0: s'Dh q~Jali ty that mertaI' composed of one (1)
part of Portlani ce~ent ~Jd t1xee (3) pa~ts by TIeight of the sand in
au~stien~ when made iT-to briq~ettes" sh~ll at the age of t~enty-eight
(23) days, have a st:reng~h ratio~ Gonpared. with similar briquettes of
Sta.nd.ard Otta."7a sand. Tr:.}.xed at the same tine,) tn the same proportion
and of the same consistency~ 0: one rr~dTe~ (100) per cent for sand to
oe used in Class A and Clsss 3 con0~ete~ and at least eighty-five (85)
per cent for sand. to b6'.138C1 in classes C~ D" ar..d. E concrete~ and if
not testing below seventy-five (75) per cent enough qem~nt shall be.
added to increase the strergth ratio to eighty~five ~83J per cent.
Su~h additional cement shall be furnished at t~e Contractor's expense.
Coarse Agxregate. Coarse aggregate shall consist of broken
stone or g:ravel ha"'jing 3. ~:re:nch Coe::ficient of V;;::Q;::- _, - ,: :lot less than
8. Coarse aggJ:'ege~te shall be free from ';~hin~ elenge.ted or laminated.
pieces.. sticks" and Ot:h8:r' for9ign ,'aatte::'.. anio cont1:'1..ining no c2.ay or
other materia+s adhering ~o the pieces-in such quantity that it can-
~ot be lightly brushec o~: ~ith the hand or removed by dipping in TIa-
ter. It shall be sc::'eer-.l.8C_ to remove the sand. a.nd. shall be well grad-
ed between limits as h':,::'e~..:L2~f"ter SD8cified. so as to sec-J.re a minimUItl
of voids. Gravel sh.c.ll be 'L[ashed ':1..f recr.lired by the Engineer.
For Class A and. Glass B concrete' the size of coarse aggregate
shall be such that all particles ~ill ~ass a revolving screen having
circular openings t',lO and;eI}e7half (2~) inches, one andone-half (l;t)
inches" or three-fourths 1.3/ .1,j incn in (t:..ar::ete:r as specified on the
plans; and that ninety-=ive percent (95%) ~il1 be retained on a screen
(Concrete Structures.21)
H-2,
":''''I<'!IiiIIIDlIM:~'''''\:~:':;..;...<c
. ~
"i;'.l\~:'''.
~aving Ci~CUla.;" Jloles one-fourth (!) 1nohln ~ameter. ~~ ....(2:~:,:/.
For Classes C, D)' and E cpnorete the size of oOa.;se ~ggregat'-$':~"').:l'<:f;;.
shall be such that all particle's will 'pass a, reTolving sore-en having., ..~.~~.
circular openings three (3) inches in diameter ~nd ninety-five per'
cent (95'~) '~'1ill be retained on a, soreen having ciroularholes one-
fourth (~) inch in diameter. ., ,
In Class 0 ooncrete a certain amount .of large boulders may, ~here
sho?m on the plans, be included in the concrete. Each boulder shall
be entirely surrounded by the concrete and be separated at least six
(6) inches from any adjacent boulder arid from the surface of the oon-
crete. In no case shall any boulder in its largest dimension be great-
er than one-half the thicknssc of the section of the concrete.
Water. The water used in mixing concrete shall pe fresh and rea-
sonably clear, free from oil, acid, alkalies, vegetable or other for-
eignmatter.
Measuring, All mateFials shc~ll be accurately measured by volume.
One barrel of cement as packed by the manufacturer shall be consi~ered
as 3.8 cubic feet by measure. Fine and coarse aggregate shall be meas-
ured loose. The Contractor shall provide and keep on the job a one-
cubic foot box, and measure the wheelbarrows or other containers ~hen
requested by the Engineer. <
Hvdrated Lime. Hydrated li~e, ~hen required, shall be incorpor-
::\.ted. in the mixture in the a.ncunt specified. This amount, given as a
percentage of the cement, shall be treated as additional material and
not as replacing any ce~~nt. Gener~lly the hydrated lime shall not e~
ceed five (5) per cent by volume of the cement.
Where hydrated lime is speoified on the plans, compensation for
same shall be included in the contract prioe for the concrete.
Where hydrated lime is not specified on the p~ -::__1S, but is requir.-
e1 by SUbsequent order of the Engineer, compensation will be allowed
on the basis of extra \"ork.
Consistency. ~ufficient water shall be used, in mixing plain
concrete to produce ~ mixture ~hich will flatten Lnd quake ~hen de-
posited. in place but not enough to cause it to flo'v, and in mixing con--
orete in which reinforcement is to be embedded, to produce a mixture
which will flow sluggishly when ~orked ani which at the same time can
be conveyed from the mixer to the forms witl10ut separ'-1tion of the coarse
aggregate from the mortar. In no case shall the quantity of '\.Vater us-
ed be sufficient to cause the collection of a surplus in the forms.
MiXing. Unless hand-mixing is specifically permitted by the
Engineer, the mixing shall be done in a batoh mixer of a type approved
by the Engineer, and ~hich ~ill insure the uniform distribution of the
materials throughout the mass so that the mixture is uniform in color
(Concrete Structures.21)
H-3
---- -,--~",-~_-,-_-----=--=-c-~--=-=::co:....-=~=-:-=~:~__--:~._~___.,~.__
i.IlYIr'''''--- ,'. ',:,':,:,(...'-,
,.>.It<_ ~~~ t;."~:", ""'~ , .,., I
7":':'lI.t-;1e,:(,'~ir;~,1J~..z,-_ ,",:"...i.'~.:<t.'~ ~'~~
,~
-.
aBd srzrooth in appearance. The mixing 'shall c.ontlnue t~r a 181l'''-
time o.f one (1) minute" after all t.be 1ngre<iients a.re ~sseaab1ed ,t'1;1. the,
drum" during which time the drum shall revolve at the BReed for 1Ib1oh .
it was designed". but shall make not ~ess than fourteen tJ.4) normo:r..e
than eighteen (18) revolutions per minute. The volume of the mixed
materials used per batch shall not exceed the manufacturerl.s rated
capacity of the drum.
The entire contents of the dr~~ shall be discharged before
any materials are placed therein for the succeeding batch.
Hand. Mixing. Hand. nixing shall be performed as follo.va: The
Contractor shall provide water-tight platforms of an approved size
and form. The sand and cement" each in it s proper proportion" shall
be thoroughly mixed dry until the color of the mixture is uniform
throughout.
The coarse aggregate" in the proper proportion" shall then be
spr~ad evenly over the dry mixed sand and cement. The entire mixture
shall then be turned ,vi th shovels" adding -,vater from time to time" un-
til a uniform color is obtained throughout and the mixture is plastic
and quakes under the blo~s of a tamper.
Placing. Concrete shall not be placed in foundations until
the Engineer has approved the depth and character of the foundations;
nor shall concrete be placed in forms until the Engineer has approved
them and checked the placing of the steel.
The concrete~ prep~red as hereinbefore specified" shall be
deposited in the forms in un~form layers" of such thncknes8 that it
can be incorporated with the one previously laid. It shall be so con-
veyed and placed that there will be no dis.tinct separation of the dif-
ferent ingredients. Each layer shall be tamped ~ith iron shod tamp-
ing bars weighing not less than eight pounds. The faces against the
forms shall be well spaded to give a smooth even surface ',hen forms
are removed. All mortar or concrete that has taken an initial set
before being plaoed shall be removed and not used in the work. No
retempering of mortar or concrete shall be allowed.
In joining new concrete to old, or to concrete that has alre~d:
set;) precaution ::~~all be taken to secure a perfect bond by cleaning"
washing, and-roughening the ~ork already in place, and by sprinkling
neat cement liberally over the old faces. No concrete shall be pour-
eu until the old surface has been approved by the Engineer.
Concrete shall not be laid in running ~ater; nor shall it be
~aid in still water;) nor exposed to the action of water before it is
set, except with special ~7ritten permission of the Engineer; and then"
in such a manner and~ith the use of such special equipment as th~
Engineer shall direct. Concrete shall not be laid in freezing weath-
er.. Concrete shall be covered with canvas, gras8~ or otherwise pro-
t<!cted from the sun~ and shall be kept ':'Tet for 10 days.
..
(Cone. Structures. 21)
H-4
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FORUS:
All forms shall .be set true to the lines designated.lU1d--1;he '.
_ int erior shape and dimensions shall be, such that the 'finished eonc;.
rete shall coincide exactly wi-t1l" the plans of, the struoture.' :~~E
shall' be of sufficient strength to sUPi>ort the cono~eteUntiliirmiy
set~ without buckling or being distorted. Forms shall be bui1.t with
surfaced lumber free from loose knots and knot holes. The surface
shall be carefully matched and shall be oiled if required by the Eng-
ineer. Exposed edges shall be rounded or chamfered by trowel or
mouldings as indicated on the plans. The lagging shall be made non-
absorbent by saturation with water. Upright forms must be seourely
wired to prevent bulging. The lumber used for face ~ork shall be
dressed on one side and both edges to Bonniform thickness and width
3.nd secured to the studding in horizontr~l lines. Lm.aber ,vhich is in-
tended to be msed for forms more than once $hould be dressed on two
sides and two edges.
REllOVAL OF FORUS:
In general> forns shall not be removed from concrete structures
of spans up to twenty (20) feet> in less than twenty-eight (28) days
of good setting weather> at a tempera~~re over 50 degrees Fabr.> ex-
oept in the case of vertical surfaces, etc.> whioh do not carry loads>
the forms for which shall not be removed in less than 6 days after
concrete is placed.
Forms sha~l al~GYs be removed from columns before removing sup-
ports from bene~th beams and giraers> in order to determine the con-
dition of the column concrete.
Forms shall not be removed from under concrete which has been
placed at a temperature under 50 degrees F(l.hr. > ira thoutfirst det er-
m~n~ng if the concret e has properly set, without regard to the time
element.
In no case shall forms > centers> or falsework> be removed at
any time without the approval and direction of the Engineer in oharge.
~I~S: .
Expansion joints to provide for shrinkage and contracti~n~shall.
be constructed "JIThere:,a.nd as indioa.ted on the plans. C2.re shall be
taken in construction th~t.these joints are so made as to permit free
movement ~t the joint when the concrete eApands or contr~cts. In gen-
':;1':::.1> expansion joints sh::,.ll be construot cd with :-:.n approved type of
felt and asphz~ltum or tar construction of the thiokness shown on the
plans.
Construction joints will be permitted when shown on the plans.
Reinforced beams, slabs, girders", and other iml'Jortan-ei primary members
shall be cast continuously unless field joints are shown on the plans.
Construction joints shall be made with faces at right angles to the
line of stress, which in general iR ei.ther }jorizontal OI vertical. no
joints shall be made with concrete sloping to a thin edge; bulkheads
shall be used in constructing all joints other than.ho:rizontal.
(Cone. Structures.21)
H-5
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rThen a oonstruction joint is made., there sba11 be provision tor'boDd,..: ,'C:
ing subsequent work to ,that. alrea..dy in pla.oe ,by means ot.projeot1l1g,,_ ';;'.t!~t,"i"'
reinforcing bars or suita.ble grooves. -,,- ."" ""
FINISHING: "
The top surfaoe of structures shall be formed of moitar of "'tlie '
sam0proportions and of the same qualitY' of cement and sa.nd a.s that
~"Jhich forms ,the matrix of the concrete" and shall be finished by cut-
ting off the excess with a straight edge and rubbing the surface ~~til
srr-ooth.
After removal of forms~ all concrete shall show a smooth dense
fa~e. Any concrete ~hich is yorous shall be removed at the erpense'
of the contractor. No plastering of any surfaoe uiIl be allowed.
The lagging shall be removed as soon as practioable after the
concrete has been poured and all lips and edgings where form boards
have met~ shall be removed at once with a sharp tool. Wires shall be
clipped beneath the surface of the concrete. All holes shall be fill-
ed ~ith a 1:2 mortar and floated to an even u~iform surface.
The follo~7ing classes of finishing shall then be pt3rformed afte:r
the mo:rtar has set sufficiently:
Class A
Class B
Finishing hand r~il
Finishing other exposed surfaces except under
side of slab and inside faoes of beams.
~inishing ~~der side of slab and inside faces
of beams.
Class C
Class A Finis~ing. All exposed surfaces shall be thoroughly
washed with ~at8r and then t:reated with a neat cement wash or grout~
composed of neat cercwnt and ':vater mixed to a creamy consistency. Afte..'
the neat cement wash has set for t'17enty-four (24) hours~ it shall be
rubbed off '!\Tith a coarse carbo:rund~.lm stone, applying ',;rat;r ahead or th~;
stone, care being taken not to rub off more than the wash. No more
surface 'shall be treated '.n th the cement ',-vash than can be rubbed off
the follo~ing day. The surface shall th0n be thoroughly washed with
~ater and rubbed ~ith a fine carbor~~dura stone until a smooth unifo:rm
s~rface is obtained. The e~tire surface shall then be ~ashed and kept
damp for"several days.
CI~ss B Finishi~g. All exposed surfaces shall be tho:rpughly
washed with ;7ater and then treated with a neat cement wash or g:rout,
composed of neat cement anct ']'later mixed to a creamy consistency. Afte::
the neat ,cement wash has set for twenty-four (24) hours~ it shall be
rubbed off with a CO~Tse carborunwJrn stone, ap~lying ,~ter ahead of
the stone. The entire surface shall then be washed and kept danp for
several days.
Class C Finishing. All exposed surfac~s shall be tho~oughly
washed. with 'r.ate:r and then treated with a neat .cement '\<vash or grout~
(Cone. Structures. 21) H-6
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of heavy consistency.
FLHSHING ROADW.A Y OF STA?IDARD SLAB AND TEE BEA:I BRIDGES:
The s~rface of the roadway shall bes~ruck off by a hea~
tem9late~ or strike board~ which shall be moved with a combined cross-
wise and longitudinal motion. When the strike board is within three
(3) feet of a trans;rerse joint<1 it shall be lifted to the joint and
the surface struck by, mov-ing the strike board away from the joint; any
excess concrete shall be removed.
Immediately after the concrete has been struck off~ it shall be
rolled with an iron Toller of the dimensions shown om the plans. Im-
mediately after rolltng.. if required by the Engi.'jneer~ the surface shall
be struck off by a light template of the S2,me cross--section as the
heavy template (or by the heavy template) to ~produce a surf~ce free
from depressions or inequalities of any kind.
Before the surface of the concrete has completely hardened
it shall be thoI'oughlv floated 'vith a "vooden float. The rolling and
floating shall be car~ied over the entire surface at least twice and
more times if so orde:red by t:le Engineer.
The surface shall be sp~ayed with water as soon as the con-
crete is suffiCiently hardened to prevent pitting and shall be kept
~7et until an earth or other annroved covering is 'Placed. As soon as
it can be done without damagi;g the concrete; the~surface shall be
covered with ~ot less than two .(2) inches of earth or G~~er material
approved by the Engineer~ which cover shall be kept wet for at least
ten (10) days. When deemed necessary or advisable'by t~e Engineer~
f~eshly laid Concrete shall ~e protected by canvas lli~til such c~vering
can be placed. The canvas shall not be la,id on the concret e;) but shall
be supported over the concrete by light portable frames.
The cost of finishing and protecting roadway shall be includ-
ed in the price bid per cubic yard for concret 6.
PAYl.1ENT:
Ooncrete ,till be paid for at the contract price for the v-ar~
ious classes of concrete~ r~yment being made for the actual ~olume in
place contained <,':ithin the lines of the plc:.ns furnished by the Eng-
ineer. Oontract :p~ice will include furnisl).l.ng all materials for con-
crete;) and all l'!I..aterials and labor incidentsl to cor:struct:l.on of forms~
and all labor and ot:t.er "York tncid.ental to plaCing t11.e conc:rete and
finishing same. --
Excavation fOT foundation3 ~ill be ~a~d for at the contract
unit price for "Excavation fo~ Structurssll as :t.ereir..before specified..
REINFCR CEl1ENT ~
Description. Concrete reinforcement shall consist of round
or square bars;) and unless otherwise sp~;cifi!J('l.> shall provide a mech....
anical bond w'i th concrete at :requent intervals;) and. s!12.11 have a :net
sectional area equivalent t.: the section of a plain square bar of the
(Cone. Structures.21)
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size indioated on the draWing. -"Note: Square twisted bars are not co!":, .~.
sidered to have a meohanioal bond.
Material. ..Unless otherwise specified.> reinforcing steel shall
meet the requirements of the Standard Specific~tions for Billet Steel
Concrete Rein:orcement Bars of ~he American Society for Testing Uater-
i~ls.> Serial Designation A 15-14, structural steel grade.
Where purchased. from ~7arehouse in sr.iall lot s reinforcement. may.>
at the diSCretion of the EngiDeer.> be aocepted subject to the bending
t est only.
Placing Reinforcement. All reinforce~eht.> ~hen placed" shall be
free from mill scale" loese or thick~ rust, dirt.> paint,) oil,) or grease
~nd shall pre$ent a clean surface. Whe~ bending is required, it shall
oe accurately done. AJ-l reinforcement shaJ.~. be placed in the exact
position sho,vn on the plans and shall be' so securely held in position,)
oy wiring to and blocking from the forms and "7iring together at inter-
sections that it Will not be displaced during the depositing and com-
pacting o.f the conc:rete. Placing and fe,stening of :reinforcement in
each section ~f the ryork shall be approved by the Engineer before any
concrete is deposited in the section.
SDlicin~ Bars. Whenever it is necessary to splice reinforcement
at points other than those shown on the plans.> drawings showing the
location of each splice shall be submitted and approved before the re-
inforcing" steel is ordered._ Splices shall be a.voided at points of max-
imum s-t:ress; they shall.> '.~rh3r~; possible.> oe staggered; and shall be
designed to develop the strength of the bar. Wnere spliced by lapping~
the lap shall be 30 diameters in length for plaiYl bars [:;,nd 40 diametexs
in length for bars having a~echanical bend.
I .
I
I
I
Basis of Pavreent. This material will be paid foI' at the contract
:.-,r1ce per pound for reinforcement.> '.vhich price shall. include furnish-
ing and placing the material and all tools.> labor.> equipment~ and all
work incidental thereto. No allowance will be made for clips,) wire
or other material used for fastening reinforcement."in place. Payment
will be made for the extra weight of reinforcing bars used in spliCing
bars only when such splices are shown on the plans.
(Cone. Structures_21)
H-8
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TIllBEll AND PL.ANK~
-
DESORI~TION:
Timber and plank shall be plaoed where- indioa:ted'oy and as
sho'.'V!l on the plans,) or "'There direoted by the Engineer.
UATERIAL:
Timber and plank shall conform to the grading and dimensioning
rules of the 'V.'est Coast Lumbermen1 s Association. Timber and plank
shall be II Select Structural Douglas Fir",) or II Select COmLl1on Douglas
Fir",) as shown on the plans.
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, exf;!husive of sap or wane. Com
pensation inll be mad.e for he':'/'ed timber in accordance with the dimen-
sions shovvn on the plans for the sawed timber it replaces.
CREOSOTE:
Creosote oil used as.a paint or timber preservative shall be
pure product obtained from co~l gas tar or coke oven tar and shall be
free from any tar,) oil, or residue obtained from petroleum,) or any
other source including coal gas tar or coke oven tar. ,It shall be com-
pletelY liquid at 350Coand shall be free from susp~nded ~atter. The
specific gravity at 380C shall be not less than 1.03 nor more than 1.10
'"
Dry oil when distilled by the retort method outlined in Bulle-
tin No. 65,) American Railway Engineers and Mainrte~ance of Way Assn.,)
sh~ll give not mere than 5% distillate at 210oC:omore than 25% at -
23500 or more than 85% at 3150 G.
The oil shall YIeld a coke residue not to exceed 3% and shall
contain not to exceed 3% of ~vater.
C:reosot e shall be applied '''There specified on the plans or
directed by the Engineer; '~here specified on the plans compensatio~
for creosoting shall be included in the contract price for timber and
plank,) where not specified on the plans compensation for creosoting
will be made qn the basis of extra ~ork.
Where creosoting is perfor~ed by painting or dipping,) two
app'lica~ions shall be mad.e,. the second application shall not be appli-
ed until the first application has dried. for at least four hours.
Creosote shall be maintained at a temperature of from 1800F to 1900F
while being applied.
PAINT FOR WOOD:
Paint for wood shall consist of a mixture of white lead and
boiled linseed oil. The linseed oil shall comply with TlStandard Spec-
ifications for Buritv of Boiled Linseed Oil from N. A. Seed - S.D.
11-15". The paint when mixed for use~ shall contain not less than 55
(Timber & P1ank.21)
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I}or more than 60% of pigment or
1ng from 7 percent to 9 percent
. allowed in this paint. Samples
for steel. '
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PAINTING WOODWORK:
All wood surfaces which are to be painted should be perfect~Y
dry and fre~ from oil or dirt. All paint for wood work shall be ap-
pli~d with brushes and be evenly spread and thoroughly worked into all
seasoning cracks~ corners~ and recesses. . At least 5 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~ a~d shall not be applied on
creosoted surfaces.
. MeasJ-lrement. Timber and plank shall be measured by the one
thousand feet board measure (li:.B.M) in place.
PAYMENT:
Timber and plank "viII be paid foI' at the contract price pel' U.B.M.."
in place~ su~h price shall oe full' compensation for furnishing all
spikes~ bolts~ and other materials, tools~ equipment, labol'~ and work
incidental thereto, including painting~creosotingt and furnishing and
placing galvanized iron covers for caps~
(Timber & Plank.21)
J-2
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TIMBER' PI~INGAm;>PILE..~m'G.,:' " " .f ,i', .'
DESCRIPTrOli: ' ". .' I ,~'i<I{,t1;"/~/r.,:,.:i';I::;~~P:1:}/rf.:~~~~~:~~".
. Tir.1ber piling- shall be pla.oed "THere j.nd~oa.:1i'ed."h~ .~;~:\~~'.t
~)y the ~:)lans, or where direoted by the Enginee:r~ '" . , ., ,
JA TER IA :'"JS :
Piles.1 '-rhether in'i'c1:.nd.ations, trestle "vork, or p:.le bridges,
'hall be stra,ig.tlt, of go'Jd. sound q:i,.lality, first grc\vth" '7inte.:c cut
fir or oedar~ as tbe Engineer shall direct. The piling sI~ll be not
less than nine (9) inohes nor 1:101'e tha.n fourteen (lLj,) inches in diaI,1-
eter at the smaller end and not less thar~ t'.-;elve (lZ) inohes nor Tr.ore
than eighteen (18) inches in diameter at the butt ends~ and of suoh
lengths as the Engineer r:ia,y require. TJ1ey 8l12,ll have a unifor:.::J. taper
frot1 butt to tip" be free from short bends, ,J,nd. a, straight line frotl
the oenter of the ti'P to the center of t:1e butt shall be Wholly "v1thin
the body of the pile~ All knots shall be trir~ed olose to the body
of the ~ile, and the bark shall be peelo~'from the pile.
DRIVING:
Piles shall be <'1.!.'iven p~ul'!1b, or'to the batter indicated-, and ao--
ourat ely in the required. positions; t hey shall be driven by :1ar~::1er or
c':,r~.bination of hammer and. ,7ater jet methocll a:ld sho,ll be oapf'6d. or
::c c.."1ged iiuring o.1'i ving to prevent broor:.i::lg" i~: :required by the Engi:E88r ~
PJ..l.GS shall be dri van to suoh lengths and to such :genetration ae tIle
Engineer ~ay requireQ
I 1, h .. i h l' t . t'l ,.. ~. .
n genera , t;" e (iTJ. V' '::.g s. a .... con J.nue un J. 'cneSE'..: 0 oearJ..n,:!;
ira,lue of the 1:.11e is equ2.1 to or hi. exoess of ty;enty (20) tonz., as
d.eteri;lined froE! the fOI'r(,ula:
p equals 2':fh
s plus 1
\
for gr a. vi. t Y hah:'; .:'6,.1' S
, in ",rhioh
p ec:uals
p equ<ils 2v7h. \
s plus 0.1
fox stea~~l ha.jJ:,:ers
~a.' ~p ~a?~in~ v~11'A J.~
I~ ._ oJ t.J """_". '0 c,.....L .J . ..l.....
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w equals
l'l':'lt:i.ght of fall ing haI:':::lGr i:l :::,ounds
h equals
h..:;ight of t 11:- fall in f 8~)t
s '3quals
av~rag0 p0n0tr~tion~ in inoh2s" of th0
last th1'e,2) blo';;s
Piles d.ri ven belo",. grE.'\,o.e shall be o_xa'.;:1 8..n:i .repl<1c;:;d. 'by ne',,, and.~.
if nacessary, 10ng3r :~:tl;)s. The tops of all piles snall b~} lc;vel and.
t rU3 to th3 ~levat ien fi:::ed ~:)y the Engine el" and. n'3i1.tly o1:a.l;~f ered
so as not to pro j Gct ~):::;yo:nd 'th8 edges of th~, 0<1lJ8.
(Timber Piling.31)
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PAYMENT: .
Piles shall be measured by the linear foot after they are
driven and CU~ off to :!'i:'ceh"e the s~,lpar8tr.lct1lI'e. PaT.!l~nt shall be
mG.d.e at the cont?2.ct price per line,-:,!" :rout: for tirnbe:J: p:.llng in pJ.ace
below cut off ~ w111ch p:-:..ca ~:Cl:~J..l inc}u::l-i fC1.:''J.ishil1g all rll3.-ceria19"
tools, equipment, :U::..bCT._ a:1d. work inclciollta,l tceret.;o.
(Timber Piling.21)
K--2
...
CRIBBING.
DESORIPTIOIJ:
Log cribbing shall be built to the line s D.nc~ grades .give:'1- 1::y
the E:nginee:: and. constructed in conforr-1ity with the plans or as di-
rected by the Engineern
l1ATERIALS:
Timber cribbing shall be built of sound~ straight logs, free
from defects of all, kind.s.7 of the species- called. for on the plans,
and shall be cut from Ilve trees as ::'ar in a6.vance of use as possible~,
but not exceecHng one year and be alloYTed. to season. Imrflediatel:,r
before use in the work all bark shall be peeled and the logs tr~~~ed
of all Y.nots and projectionS9
CONSTRUCTION:
Where oribbing is plaoed on earth foundations, the lower course
of logs shall be lc~id upon mudsills, y.;rhis:h shall not be less than
three (3) feet in length, and. t',7elve (12) inches thiok, wlth Cv
t\7elve (12) inch face, and placed not more than eight (8) feet apart
and sunk into the ground so that the top of 8il1 s1:a,1l be level 'i1::.th
the solid ground or as directed. by the E:1,gin8er. The lower courne
of logs shall be notched so that the fIat surfaoe shall r?;.st UpO-:l
each sill and shall be drift bolted. with three-fou:rths (314) i:1.ch
drift bolts) extending at least six (6) inches into the sill.
At intervals of eight (8) feet, each cours~ of logs shall be
bolted to the course belo\'V with three....fourths (314) inch dr~.:t't. bolts,
wp;ioh shall extend at least eight (8) inches into the second log.,
Cribbing shall be built of logs not less than sixteen (16)
feet in length, and twelve (12) inches in diamet t3I' at -the sf!lEl1-1sr
end. Each course of logs shall break jolnt;s with the ad.jacent co'UrS-
es. Tie logs shall be laid between each course at intervals of
eight (8) feet at right angles with the face of the cribbing~ and
extending into the embankment. T'ney 802,11 be staggerec-l a.nd of Dueh
lengths as may be necessary ~o securely hold the c:rib:0gs in plaGe.
The tie 10g5 shall be not less ths.n eight (8) inches 5.n diam-
eter, shall extend through the crib ti:::~bGr foul' (4) inohes clea~ of
the outside of the crib" and each tie log 1vhe:re the CIlb log reses
upon it shall have a b-eve1 cut to fit a co:::rGs",).Jl1.jj.n:r C",...t in tl1,:; ,--;":":'"0
timber.. so that the crib til[:oe!' resting .c,pcm i\: 8'2",,11 bS2,I' up:-r._ +,h~;
crib timber beneath. ThE)!'e sho,ll be t? ::.1;:. ;,0) j.YlOhe8 of 01e8,:[ ,,",:)0-3. ,');';
each tie log bet'J'leen the 1>avel cuts, a1:;3. they shall be let i~to "..}-:-J?-
crib timbers not less than tllree (3) inc~18s.
MEASUREllEN'!.:': -:-: .:
Measurement of log c:ri..bbing shal2. .~nc:u~.e an:"y t-:-a 1 "l':1~:l,J?
fe et of face logs t.;e 1 O""S ~ 1"'(, ''']"'' I -,"" ~ ~,-r_,,'~: ,-" .~.; .- "d ~ -,- L:' ;:;(:(:.8i1: ,c. ,
> ..J- _ 5~:I c:.v",,~. "..1._ .J.. _ ......:--'~..J.~ -... "<- .J.. ---0-.... ...,\-... --...
when such are used~ and shall not i~clud8 ~~~jGV6~Ge m~dsills~
. . ....
.. .';..;. ..
( Cribb in'g': 21 )
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PAYHENT:
Payment ".ViII be rncd.e by linear foot of log~~ including tie loga~
in place complete at 'i,he contract price.:>> ....vhioh :p~ice shall include
. the furnishing and placing of transverse mudsills~ drift bolts.:>> ma-
terials~ labor.. excava.ti:>:1,) backfilling, and other work incidental
thereto.
(Cribbing.21)
L-2
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.-,. .' .<
CULVERTS.
DESCRIPTION:
All end ',vaI1s.. r-e"vaining walls" catch basins~ drop inlets" .
etc." and all concrete -a:(j"i masonry cuJ.verts and bridges, or parts of
same, shall be constructed in accordance with the plans and of the
particular kind of concrete or masop~y indicated on the plans or in
these specifications.
MATERIALS:
The materials and workmanship shall conform to the require-
ments of the specifications for class of concrete or kinds of masonry
used.
PAYHENT:
The basis of payment for concrete and masonry drainage struct-
ures shall be as provided in the specifications for concrete and mason-
ry" herein before given.
CONCRETE PIPE:
Concrete pipe culverts shall be constructed wherever indicat-
ed on the plans or directed by the Engineero
Uaterials. Concrete pipe shall be circular in cross-section
and in lengths of not less than ~wo (2) feet. It must be dense, smootl
and free from any imperfection that ""vould :.mpair the strength. It
shall be mixed in the pronortions of one (1) par~ Portl&nd cement"
two (2) parts sa.nd and one and one-half .(l~), parts clean pea gravel;
or one (1) part Portland cement and three \3) parts of properly grad-
ed aggregat e.
The cement shall meet the requirements-specified under
ltConcrete Structuresn.
The aggregate shall meet the requirements contained. elsew!:'.sre
in the ..,specifications for concrete stru.ntuTes.. exce:Jt that thG rJ.e..:,:t:...
mUD} size of coarse aggregate shall be no graate::r. than tl:ree-eigh\.;r.s
(3/8) of the wall thickness of the pipe~
The concret e mat erials she.ll be mixed. to the desired cons:i 8.-
tency in a batch mixer of ap9xoved type. l~xing shall conti~!~6 fo~
at least one minute after all materials, iT;..:;luding -Nater, are in tIle;
mixer.
The minimum thickness of shell and. the miJ:imum amount of l.'eiYl"
forcing shall be as set forth in the follcwing table:
(CuI ve rt s . 21 )
M-l
--
~
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Inside Diameter in
Inches
llinimlim Thickness
of shell - Inches
Triangular Reinforcement
Four lllCh r.lesh" Lb. per
Sa . Ft.
12 Plain
18 Reinf.
24 IT
30 n
36 ff
2.00
2.00
None
0.30
0.40
0.40
0.50
2.75
3.00
3.25
All pipe mus~ 00 the prorulct of approved factories. The
1:' - ~. . -t J -' t .- '+ f ' .
-'"'nglneer rese:'ves .::;ne r:..gr. GO re;; ec::;ne r :OCllJC '" 0 any p1.P8 TmrKS
whenever in his opinion" the methods of llianufacture are not such ~s
to guarant ee unifo:rr.':. r,:;s1.::.lt s; or .,;rhere -': he !11a,t eri:l,ls are such as to
produce iLferior ~ipe. The Engineer s~~ll have access to all parts
Of" the 1"J.'V"e> c. C+:r\",,, ,",';"'"1' },."\.-'" ". --'" Co+-..... ."+- _, -t-i.,.-
~ ~ .i." yv ~a "'V~~; J",o-,-e.~._.,.u-,es" :aru.::>" vv...., 0.., any ..lhe.
( 'V
All D~r:c;., 8'~-'I' C"_' '-,--""-1: .....e... con<:;l--.,'_.'u"'O;1S"_,'l.T '.1."0-" tAY\__ 10; days
l~.l. ....,~ . :"0.. "'-' ~.:' .t:::;,~..J ,'" v. '-' .. _ J _ _ ..
immediately Iollo':rl.:0.L::': ;:'2 ":-l1:<::ac"Surel' Pi.r;.e shdJ_l not be laid. until
thirty days (30) old~
The finished ~iyG sb~ll be
porosity~ cracks" or distortion,
wil~ not be permitted.
SOU21<..1." nard..;
Plaste:~ing or
and dense" free from
grouting of defects
The pipes shall hav'3 the facto.c'~ name or tra.de cark as 'VeIl
as the date of manufacture plainly impressed thereon.
Joints of all reiIlfo~..ced. pipe 'iik~ll be of the lock j oint aI'
butt type with pos:.ti ve connections between sect ions of pipe. Joint s
of plain t'vel ve (12) inch r.:ilJ8 may be of th8 bevel' or overlapping
tYi)e. Joints 1311:]..11 be thoroughl'! sea130. "'\"ith a i::lOI'ta.r COITliJosed of
- (' . ~,. ~ ." (- \ . ~
on'" 1) pa:r-:-: l:'O.,~~l~,.,..,r< ner-c.-,""., "'net 0"""0 \: '1 -"\o:>..+: sa-"'j,"
'-/ -. .., '__U-.l............J..i'..A,. V __~'-"'_.l.'_ t:.,,, ~.~'-' _. ......-...A.I._..... .,l.-'_.
Construction. Ii. t:,::ench shall be exc2.vat,ed to the lines a.nd
one (1) foot bel.ow' the grade given by the Enginee:r" if 80 ord.ered" and
backfilled "7i th g:ravel cr ot:ler sui ta"o2.e rnaterial and. ttoroughly
tamped to gi7e an l.:nyielding fcu,,"1c..a t iO:l. Gocpensat ion for the adcU t-
ional exca-vation w'lll be m3.de at -'che contract pric:e for TtExcavation
for Structur8slf. COi'ipensTg'ion fo:r the i:;.ackfill:':.ng to the grade of
the bottom of the pipe aUQ tasping sase~ ~ill be sade by Force Account,
Vihi Ie laying the })ipe ':~e \ j oj,nts shall be thoroughly sealed. '7i th a
mortar COIi'r""o!::::e'" ,-.~ r.,-,c (~J "~'--C'1~t 'Pr--,"~+l"'",''; ,-.ow",.,...,+ :::>~'" ".ne (11 nar+-
i 1."1....1 ...... \,..L,. tJJ... 1..)..:.... -J .... _ ~ f:Jc.- _ \~.... v w.:..~\...t. v ,-",;,.._,-,_+" 11 '_...l...j.\,..O.. U.:.. / j,;'" v
sand" care being t~k8n to ?I'ctect the ~oiTIts until the LortaI' has
thoroughly set.
After the :pl':>e l8,Jlttc8d~ the trench shall 'oe baokfilled. with
g:ravel or other suj_t~J_ble material" ani thoI'O'\.:.ghly taaped. as backfill-
ing progresses. Special attention shall be given t.o tm.cping joints.
VITRIFIED TILE:
Vitrified tile pi~e shall be double strength" salt-glazed"
(CuI vert s , 31 )
L!-~
~
--
sewer pipe,. free from all .jefects impairing its strength.
A trench shall be excavated to grade and line; as given by
the Engineer or to one (1) foot below grade... if required, and back-
filled ~ith gravel or other a9pro~ed material... and tamped to grade
to insUTe anunyieldi~g foundation. Compe~oatlon for the additional
e.X"~<l.vation 'will be made at the contract price per cubic yard for "Ex-
oavation for Stn1Ct'l:res". Compensation for the backfilling and tamp-
ing to the grade of the bottom of the pipe uill be made by Force
Account. Paxticular attention shall be 0aid to excavating for the
bells of the tile" to prevent the bell from be.:.ring on the foundation.
Tile shall be laid ~ith the bell end t~: stream and all joints shall be
cemented '7ith Portland cement mortar m~xed in the proportion of one
(1) part cement and t~o (2) parts sand. B~ckfill shall be thorough-
ly tamped as it progresses... paying particular attention to joints.
i
, i
Payment. ~"'.:1\7::?itt~, pipe will be paid. for at the contract price
pe1l:' linear foot of' Dine in pl'.1ce... 'vhich shall be full cOillDensation
~ ..,. . n' . '. ~. ~ t . '. t b ' f . l' . -d t ~
..L or .L urnl.S__lng l:; he ]:npe... Cemen lng J oln ,s...aCL 1. .1.lng a:l amp.....ng...
and all other incidental work e:wept the excavation. Excavation of
the trench will be paid. for at the contract price per cubic yard for
If Excavat ion of Structuresl'4
Head.e:rs.. or End.. Walls., Headers or end walls shall be -construct-
ed where caffs-dfor- Oi1-t"ne plans and of the materials and. dimensions
indicated on the plans.
(CuI verts.. 21)
lL3
... ~-j
J
. LOG CUL 7ERTS:
Description. Log eulverts shall be constructed in conformity
"iith the plans" or where directed by the Engi!leer\
Uaterials, Th0 ~ogs shall be of the species of timber called
for on the pLms. All knot s c-:.nd p::oj ec~icns shC'..ll be trimmed down
even Yii th the slU'f2-ce. of the log and.. all b.:1rk shall be peeled off be-
fore placing the logs in culverts. The logs shc~ll be of sound timber~
st:raight and .fJ.:ee i:ror!} d.efects of all kinds and shall be cut from live
trees, as ft1r in ad.v;:mce of use as possible" but not exoeeding one
year and shall be allowed to season.
Construction. The lo~er course of logs shall be placed on sills
sp~ced not more than six (6) feet" or less, if ordered by the Engineer.
Sills shall he notched three (3) inches :01.' side logs and drift bolted.
The edges of logs cn the inside of the culvert shall be in the
S2cme vertical pJ.2.ne; SL:le logs shall be drift bolted together every
six (6) feet and on each side of every joint. The'logs shall be laid
close enough together to hold. the fill \7i thout leakage and shall be
drift bolted to the abutment or side logs as Sh01Vll on the plans.
The orib '-;-ings shall be constructed in the same manner as the
abutrJent s.
When ;), f,loo:r is cC1ll2d for~ it srm,ll oe constructed [1.S ShO"ilU
on the plans.
P:wment. P~.i.yment foI' log cul ve:tt s shall be at the unit bid
},):rica per li.nea:r foot of log in place, -7hj.ch shull be full compensation
for furnishing all labo:r~ materials> backfill, and other work inciden-
tal thereto, e:.rcopt excav0..tion. Excav<1tion -tiill be paid for at the
contract price yer c,~bic yc1xd for "Exc::,vR.tion for Structures".
(Log Culvert3.3l)
1.1-4
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UNDERDRAINS.
DESCRIPTION:
.
At su.ch pl3.ces as 8tJ.O":V:1 on the plans" ox 3.3 designat ed 'by the
E:ngi:1eer, uno.3:i:'c1T.E1..1ns s~i1-11 be, conetr"'J.8t ed.. They shall l1~:\;<Je 8ui'c-
a'o:;,e out;lets :..r.:.to uulvG:rts to cl:rai~ ',vater entirely away fl'on the
IVc.'vd. They shall b::~ CvI1Gtructec1. to the line and graj,e :T~urnished by
:Snt;ineer <rond in accordanoe ',71th the plans.
POHOUS TILE:
Ferous tile shall be 3.9.j d where required ,'iby the Engineer. The
tile shaLL be '\:'!fhoJ.e a.rJd Lees fTom cl'acks anc1. ather defects" and shall
be sat.isf:1cGol'Y to the E.llginecr.
A trench she,ll be excavated foux (4) inches bele)',,?, grade of tile
and backfilled to grade line ~ith clean gravel. The ends of the tile
shall be laid in cJ.!Jse co,c'~;;\.}i.., cov"sr8cl ~."';j..tj~ 2. :piece of bl.:;.';-:J.ap si::
(5) inches 1i'ide and l.:lu;; e:r:(....~u-,:h to ~:::ta.n on,(3 emu (ln€.~lnlf (1-;-\) t:lmes
around the pipe~ givj.ng~ dOi..ible. tl1icLc,e'ss to tbe top naIf. T:b.e trenoh
c~rIying the pipe shall then be baokfilled with gravel or other suit-
able mate::ial and thox0ughly tamped..
PAYllENT:
All tile drains will be paid fOT at the contTact price per lin-
ear foot of p5_pe 1:>:1 place, '''rhich shall be f"'J.ll compensation fOT fur-
nishing the matexials~ layIng) and all othe::, ~7ork incidental the:reto~
except backfilling ";1i th g:l9.vel~ anc'. excavation.
Excavation of the trench \7i11 be paid for at the contract price
pex cubic yard fox tlExcEl."Itation fox Struct1.:re,:;!t.
Backfilling with g1"a.veJ will be }J5.id for at the contract pr5_oe
per cubic yard for I1Gr'1.vel Backfillingl'.
(Undexdrains.21)
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GUARD RAIL.
.DESCRIPTION:
Guard rails shall be constructed ~here indicated on the plans or
directed by the Engine3r~ and shall conform in all respects to the
requirements of the Standard plans for S2"me..,
HATER1ALS:
Hat erials shall be as indicated on the Stand2,Td Plan for gUEtTd
rails for the type of guard. :rc:dl to be used. Timber post n,nd guard
rails shall conform to the s:recificaticns for ltTimbe:r and PlfmkTI.
COl-ISTRPCT 10lT:
Timber posts shall fi~8t be eithe:r charred or thoroughly coated
'ffith bitumen~ or creosoted for a distance of four and one-half (4t)
feet at their butt ends. Creosoting shall conform to the specifica-
t ions for c:reosoting specifi'3d. for TfTiI~ber 2vnd Plar..k". They shall the:.-
be set vertically~ to the full dE'\;:th shov1n on the plans~ and accurate-
ly lined. The pOBt holes shGll then be backfilled~ using especial
care to see that only suitable material is used in the backfill and
th~t it is tho roughly tamped. The top of the posts shall be sawed
to exact grade ~fter the tamping of the backfill is finished. The
railings shall be securely spiked in place and the entire guard rail
-painted yrith t',70 coats of "1hite lead and linseed oil. Paint shall con--
form to the specifications for painting specified for !!Timber and
Plank".
P A YIJENT:
Guard rail ":;i11 be pcdd for a.t tl"l6 bid price per line:J.r foot of
guard rail completq in place) c1hich prioe shall include all materials
~vnd labor~ exca.vating~ backfilling~ r:~...inting) and other '!fOrk inciden-
t:-J,l thereto.
(Guard Rail.21)
0-1
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SPEOIFICATIOHS FOR GRAVEL St.."RFACING
OlJE-COURSE.
SUBGRADE:
IIill'n.ediately in ,\,dvu.lJ.ce of depositing the surfaoing material"
the s":.1bgr~d.e shall be brougLt to the pl'oper line" gra.de and c=~ss-
t~ect ion. Shoulders t:::h,-~11 ~Je formed t rue to lin9 and. gr;JJde... a~1.d free
~~ ...'OIU hun;cs, riep1'essio)~.l.s 01' other inec;.U:.1lit 1es. ,All rut S (.,,:10. ineq,u'-Ll-
ities shall be levelled nnd filled by means of a log dxag, Oi other
approved device. Any existing ru~ ~hioh contains storm w~ter sh~ll
be d.rained as far ;;:\,8 ?ossible in a.dYa.nce of the preparG.tion of the
subg1'ade. The Oontrdctor shall constantly keep the subgrud.e in good
repd.ir... drLLining l'ut s <J.nd sha:ping th~ subgrc),d.:f',., by dragging or other
means as nay be found necessary in order to provide a uniform and
well compacted subgrude.
Any stones exceeding t.~o (2) inches 1n the largest dimension
'~hioh are found UI)o:n. t:1e subgx\..l,de in <:l,dvcJ.nc e 0:1" deposit ing the surfcl.c-
ing mcJ.terial shall be removed by the Contxaotor u~d the cost o~ remov-
ing same sh<.111 be included in the price bid pel~ cubiU' yard. ~):f surfac-
ing materi~l in plc.i.ce.
DESCRIPTIon:
Upon the subgxade... prepared as hereinafte~ specified~ shall be
cons1fr'lcted 8, fil""1(J, well d:L'ained sl.ufa.ce of gX<;.Lvel,) "T;hich -.1i11 puck
quickly and firmly under traffic and will not oontain annoying hum-
~cks or large stone.
MATERIALS:
T:1e qU:"lity of the gr~wel to be used for su.rfacing she"ll be i1p-
proved by the Engineer, and shall cont~sin such a percent\..l,ge of cl~y
or other binding material t.I.S may be d.irected by the Engineer. A small
percentage of sand or clay will be allowed with the surfacing mater-
ial" but if,) in the judg:me:nt of the Supervisor of. High'7ays~ there i~
an excess of such fine manorial" such eXC9SS shd~l 06 screened out
and '''fasted; in no case shall the clay concent of the surfacing TLate:r-
ia1 exceed fifteen (15) per oent. The pebbles conposing the surfac-
tng material shall not exceed one and one-ha.lf (l~) :.nohes in the
largest d~nc~0n and shall pass through a one and one-half (1;) inch
rotary scre'm, and if any larger etohes a1..'a (5.'3~')osi ted upon tha road."
they shall be r~tioved th3refrom by the Co~traotor at his own a~)ense.
~ONSTRUC~ION Lm:HODS:
The, surfaoing r1iat,~ri0..l. shall ba -:\.el)05i tad '1porl the subgrade to
the amo~t, ~dt~ and. cross-sectioD" sho7J1.1. en th~ cfoss-s~oti?n.
The sp:r-::a.ding shall 00 don:; a.s SOOE as 1:1'1") 8urfaoJ.:lg ril<1t:;;:r~al ~s
dump ad, a.nd the mat 3.r ial shall be uniroI'lr.ly dist1'i )1,1"(; ed.
tn Qase hauling is dona ov;;r suxfaoir,g alread~r d8:;.;osited the
surface shall be constantly dragged, care boing takGn to :i11 all r~ts
oaused by the ha\11ing and the haul shall be dis'cribu'ted. Ll such a ',vay
(One-course G:raval.81)
R-l
. A.
as to corr.rpact the surfacing material al:.ready lai.d... as r.c.uchas possible. _
Clay or ather suitable binding material shall be adJed in such
quantities not to exceed the total olay content of fifteen (IS) per-
cent as may be directe:i by'the Engineer) so that the surfacing YD.a.ter-
:Lal will p~ok fiI'Y1l1y D'l:L.;I' -c:.;'a,ffic.
li~:,~;.c'nJREI.fli~NT 1'; Nt' 1:) 1I~-;,:F~~: .
'1'2;,e am'Junt of 3cE':acl:1g material t 0:J8 :plaoed on tho roadwa.y
ma,y be ir:..cTea,sed. 0:': o.ecI'ea,sed at the option of the Engineer as the
condi ti0DS 1'!.1~,'r TArn?:! 1'f.,
The gj~a'''el will "00 Y;10asurecl on th8 'c::cucks or '7ago113 at the
l'J:i.t or bunkers.
PaY~9nt far surfacing will be made a~ the contract price per
cubic yaI'd in pIae(;;.. 'iv-hich ~)::C'ioe "'Till be f:):l compensation for pI'epar-
ing the subgra.de and C0112,tr1..H.fling and fj nishing shol..:ld.ers" fu:rnishing
all gravel" bir..d.ex:- 2-ncl3.11 t(01.s,, equipment; labor and other incl-
deilt~lB T10C:3:JS.3.I'Y +.c Ol)~';". :0.~,r;:.'l ~'~i(0 1jl]'ork.~
(One~course Gravcl.21) R-2
L
PROPOSAL
To the State Highway Co~~lttee~
Olympia) Washington.
Gentlemen~
The undersigT.ied horeby certj.f__ that ~ ba-.-- examined
the J..occttion of the Olympic Highway~ tet"veen Disco'V'ery Bay and Crocker
Lake~ in J"efferson Oounty) bet':men Station 450 plus 00 and St.J.tion 634
plus 07.9) and. ha,2...._ l~ead and thoroughly uUl'ierstand_ the plans;
specifications and contraot governing the work embraoed in this improve.
{Lent) and the method by ''iThi,ch payment will be made for sail w'ork) a.nd
hereby propose_ tound(~rtake and oomplete the work embrc.t.ced in this
im:provement~ or as muoh thereof as can be completed with the money
available) in aocordance crrj,th the sa:i.d plans~ speoifica;tions1 and con-
trc\'ct, and the fOllo',iVlng schedule of I'ates and rrices:
,
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Attach.:;dhereto is cie~tif-1ed oheokfor
Dollars ($ ), pa.yab~e to the
State Treasu:rer of Washington, this amount being n.ve per cent (5%)
of the tota3:- bid, based upon the approxiD:.ateestimateof quantities
at the above prices..
Dated at
this
da:r 0 f
19
.. '." ..',.. . ... t ~,~ . ~ " ". Wt '. .. .. -i' 'f;'. .-I .,. " 4 . . . . . . . . . '" t' . ...
.. 4"' '.., ,......f . . . .. . :.., "" .'f . ., . . . , .. ft' . . ,. , t . . '. .-. .'.. 'of
Address of Bidder:
(Principal place of business)
......... .'..... .,.... .'. ,i..f .... .".,,,i. ''1:.'...',., ...... .:....
, , .. . 4 . 'f ., .. '. .: _ " .. . . ... ,'. " . .. . .. 't ., '.. . II .,. . , .. .", " 'i . .
. (If Bidders are co-:x~!'tneI's, or incor:C)otat ed. dor::lpany, so state; gi;'v...:.....
ing firci name in "'rhich business is trans,;>..cted) il
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In the },(att.r of the State Road knowna.e the Olympio Highway.
Know All Men By These Presents, That Sophia Froehling, an
unmarried woman, of the County of Jefferson, and Sjate of Wa.shington,
for and in oonsideration of tll. sum of
Dollars (I ), to her in hand paid, reoeipt wherea, i.
hereby a.OQOWlcidged, has granted, bargained, sold a.nd oonveyed, a.nd
bytbese presents does grant, bargain, sell a.nd convey unto the
State of Washington, the following described paroel of l~nd, situate
in the County of Jefferson, State of Washington, to;W! t,t--
Commenoing on the quarter Section line between the llwt and
the awl ot Seo. 25, Twp. 29 N., R. 2 W., at the point of interseo-
tion with the WesterlY boundary of the right-ot-way ot the Port
Townsend Southern Railroad,sa.id pOint being ggO feet, more or lees,
Easterly from the quarter corner on the West boundary of said Seo.
25,: running thenoe North Westerly on a. line para.llel to, and 50
feet distant from, the center line of said Railway to the point of
intersection with the Northerly line of Tax No.6, of said Seo. 25,
(the said Tax No. 6.~eing a traot 10.00 ohains square in the South
West corner of the NW! of said. Sec. 25); thence West, on the Worth
line of said Tax No.6. a distanoe of 3~.g feet, more or lese, to an
interseotion with a line whioh is ;0 feet distant trom and parallel
to the oenter line of the Olympio Highway, as survayed; thenoe South
2go 43' East, parallel to said oenter line, l76.g feet; thenoe
North 610 17' East 1; feet. thence South ago 1+;' East 110 feet.
thenoe South 240 38' East 140 teet~ thenoe South 210 06' East 211.4
feet. thanoe on the aro of a 60 ourve to the right, parallel to and
30 feet distant from the center line of said Olympio Highway, 86
feet, more or less, to the qU"trter section line first deeoribed;
thenoe East on said quarter Seotion line 50 feet, mare or le.s, to
the place of beginning, oontaining 0,66 aores, more or lOS8.
To Have and to Hold the same, unto the State of Washington
for the purpose of a public road forever.
In Witness Whereof, I have hereunto set my hand and .eal this
J
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1
I
day of July, 1919.
(,eall
State of WashiDgton) es.
County of Jefferson)
I, , a Notary Publio, in and
for the State of Washington, do hereby oertify that on this day
of July, 1919, personally appeared before me, Sophia Froehling, an
unmarried woman, to me known to be the individual d.eactioed in and.
who exeouted the Within instrument, and aoknowledged to me that she
signed and sealed the eame as her free and volu~ry aot and deed,
for the uses and purposes therein mentioned.
Given under my hand and seal of offioe this
day of JUly,1919.
Rotary Publio, in and for the State
of Washington, residing at Port
Townsend..
.A
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.:,.~~.';~'--': :~""""k-~ ,~~.';r. . .:.....
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.'oJ''' 'owneoncl, .a.h1~I'oa, Ootobe. 20th, 1'19.
n'Jr._, tbe a.to 01 ",hllletoD -tuo'Ulh 1". 11gb_, O-.ldloi'
baa .$.p.11184 to tld.. BoaZ'cl of Oou.nty Commle.ioner. intention t. O~"'J
'\hl'o. the Ofl108 of 'h. 1."0I"n'7 Genel'801 of Waehlnctoa" Nl4 1. ...
D&.' of the ..14 St&", th.n.o....Z'7 pl'oo.e41nssto conde,. &a4 ......
r1ghta of -'1 OVtll" &.nd. &01'0.. the 1:0110Wlnl d...oribe4 la.n48 .t.D4,
p:r.m1.es~ an<1 a.gainst' the repute4 owntlrare8peot1vely as ln41oa.". .e4
ap1nat a..1.1 othara in a.nyw1ee therein interestQd, to-wit;
(1) Lot 4 and the N.-} of N.; of S.W.t of Il.W.~, both beins 1B
Seotion 1, Township, 2t! 1~. t Range 2 'If., 'I.ll.l>and Lot 1. an4
tb..N.! of I.io! a.E.t of N.E.-&.. both being in Seot1on 2.
township 2e N., Rang$ 2 I., W.M., of whioh the reputed
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owner 18 Oba3. J. Horne t address unknown, suoh oond,e..tloa "
proceedin;. ~o be oonduot_d by..i4 State upon the understanding_n4
agreement that Jeffer.on Oounty .111 well. truly and fully J,)aY ..:1.3..
4&_1.' and ooeta tbat -1 be a.wa.rdec1 agt;i.;i.nat said Sta.te 11'1 -.14
:5>1'00..4181.', a.nd
1h.,.., this Board. ot Oounty Commiss1oners deem 1t to tl1.e 'b..,
lntereat of Jefferson County, Washington. tbAt suoh right. of -, bt
no. 80 .ecured by condem~t1on prooeedings.
Now there tore 1Je 1t Reaolvedby tha Boa.rd. of Oounty Co_l..10neI'8
of J.tferson Oounty, washlngton,duly asaembled and oonvenecl, tba'
Jeffereon Oounty, Washlngton, 40 and it doea. hereby, a.asWlf a.n4 a.p.. to
a.nd. with the state of _.111qton, to pay a.ll ooete, co., a_r48 a.u
Qa~ge. that ~y be adjUdged dQe, in ~14 oondemnation prooee41ng.
against sald State alplaintiff.
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Ootob.~ 22, 1919.
Mr. Oh&s. L. Dufault.
State H1i~.~ Dept.,
Olympia, W*,h..
Dear 'S1r:-
Aa pSI' our conversation ot l!;oet S&tlU"de.y.
I ha,ve Pfepa.red the reeo1utAl.on for the cond.emnat1on ot right-
ot-tra.y tbrough the property ot Mr. Horne.
Mr. Wanamaker has been out of the -City
since my retufn ~nd it ha~ been impossible to have this
_t-ttl.' brought to his a.ttent1on,llowever, a.t hie return I w111
h~ve it signed byy~h8 Oommiss1oners.
,,,,..-., !",
Mr . lIo1 WEl.h h~s 8.1ao been ."a)' lfb10h haa '
pre.,.pted the exect4tion of the rl,ht-of-way deed of Kr. .lncl:re...
Hoping tbat th1, will explain.the 4ela1,
Ire.in,
Your. very truly,
Asst. Oounty Engineer.
\
Ootober 14, 1919.
111'. Chaa. L. Dufaul t ,
a~te Highway Department,
O~1&, .a.81't., .
n'.fSl:r :-
Yours of the 11th 1nst. reoe1ved reg&rd1ng r1g~t-of-W&y
through the prop~rty of )(1'. lnd..ew..rrom 'the 1DI.p .nd. 6beel'ya11one
~ken oA the .ground, I do not think t~t 1t will be nece.sary to
seoure a.ny ri.gh t-of'-way from Jlr. Andrews.
As soon as possible, I w111 ~ke the ~p whioh you
.et1t, a.nd _ke a.n 1nspeotion with Mr. Andrews o! the sltua.t1on a.nd
w111 ad.,1.. you def1nitely in r.~rd to the right~of-way.
Your a very truly,
Asst. County Engineer.
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Ootober 8, 1919.
"":~..<#bae. t. Dufa.ul t,
.jlbt~ol-"" Agent,
.~,'. Hl,h1Ja' Dept.,
ll'*'Pia, Wash.
D.ar 911':-
. '. Tours 01 the 7th lnst. reoeived regarding tb.
rlght-ot._, l"<lu.1r~d throqh the property. of 'Yr. W.,U. ,Ind-rewe,
to, the 01'."0 Highway. .
Kindly .end us at your earlieet oonvenienoe a
priat of the t,vised line ae 1t oonoerns the above property at
lIr~Alldre.. dO'. not t..l tllat bY right-ot-way need be pnted.,
.., be ea1', tht State anel Oounty are &11''''41 in poe....ion of the
n.o....r1 right-'Q~"-Y. A print ot the 11ne -'1 help to ..ttle thie
matt.r. I
Your. truly
01y10 L. Pea.oh
Oounty Iniin..:
By
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.July:), 191"~
k..J. A. Shade,
'al1broottOalltornla,
bft.~ Slli" ,
'1:,-' ,', "'The. State 1. undertaking" "build the b1ghwa,. froll
'. ea, to Orooker Late. and the l1ne1-unl throulh the traot
. 10b you aresel11ng to Mr. Johnson. '
Kr. 'Johnson has e1gned. a R11ht ~f Way Deed. through
the t;ra.ct, but, on aocount of the f&o* tMt the ~..d.ha. no"
'8' 'been turned o~er to hi., JOur 8ignature an~ tbat of lour
wlt., should Qe obta1ned, and I am therefore enolos1ng.a.
D..d., in oustomary torra, which Itru8' you 1f111 find oonv.nlent
to eX8.()ut. a.nd return to mea.t yourear118et oonvenienoe.
IIr, Johnson ,,*ve the :l1ght of way gladly, and witho\i,t
'.compen_tion, oOD8lel.tine the road. of peat benetl t to 'b~ land,
and. the exeoution of th.....4 wh10h I am enoloslng to ,oll:.11l
b. ln9.ocorcl&noe with his wish...
J
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Thfl, nking you. 1n adva.noe t~,~thia ta.vo~' I ".,
Yours vety truly,
Oounty Engineer.
.;~.
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September 5th, 1919.
141"'1"., Lea.. .. Riohardt,
Gr_tral1., Kou.., .
GenUeun:
!he State 9t W~.bington haa under oonte~ilation thor.looatio.
of th.' 01.1I1P10 IUSh"ay ~roulh '1ou, laad 1. the Sit 11* S80. 2, Twp. 28
.., R. It., and the eventual 1mpreveUlent ot the same 1nto .. 111""-
ola.. hiSh.y.
Righta ot way have b.~n obte.ined. forpraot1oa11y &.11 ot the
rout. I in mOlt oa.e.. being donated.
. I am enolosing herewith ~ blank rllht-of-way.4eed, oover1ng
.the portion of the route through your land, and I truet t_, ,ou w111
flad 1t oonveaient to exeoute eam. and. return to ae. " '
'tha.Dk1nl you 1ft adva.noe tor th1e tavor, I as,
Yours ve,ry truly,.
Oou nty Insia..r..
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.JAMES ALLEN
STATE HIGHWAY COMMISSIONER
ADDRa88 ALL COMMUNICATIONS TO THIl
STATB HIGHWAY COMMISSION.R
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
00 'caber 11, 1919.
Olympio Highway- Crooker Lake to Clal1am County Line.
Clyde L. Peaoh, County Engineer,
Pt. Towns end, Wash.
Dear Sir:
As requested by yours of Oot. Sth, I am enclosing
map showing right of way through the property of Mr. Andrews.
You will notioe thatthe line as now 'made has been changed so
that the right of way '~noroaohes on the line of the P.T. & P.S.
Ry. right of way and this ,hl" oonneotion with the present
established county roa.dwfll probably make it unnecessary to
seoure any right of way from Mr. Andrews.
Please look this map over in oonnection with the
. .
subject and advise me if any part of the Andrews land is
now required and if so will you arrange to seoure it.
Yours very truly,
~~~~~
ER: MW
October 2', 191'.
Stat. H1ihway Commi..ioner,
Olympia, Washington, '
At'ention of Hr. Dufault:
D.ar S1r:-
,.'1
Inolosed. her.with 18 a ,.aolut,"on a4op'.ct
be the Board of Oounty Oomm1ss1oner., regarding r1Iht-ot-~1
on the Orooker lake to 01a11a. Oounty Seo~10n of th~ Olyap10
HlghWa.y. \\.
. , Owing .to the hoot that Mr. Ho:rne has not
sent his u1gned deed to Wi tor the 1'1ghll-oA.wa1 throup hi,
property, &nd whose address 11 unknown, 1~~~s deemed advleabl.
to start oondemnation proceedings .~1nst him. .
. _ '4~~
In the event that Mr. Horne ahou14 .~~
the deed a.nd. aena. l.t in, it 1, , of oours., understood. ,.
this eu1t b, dlemlaa.d. '
Yours very truly
......
A..t. Countylnglneel'.
,
I
JAMES ALLEN
S'I'ATE HIGHWAY COMMISSIONER
ADDRIl9. ALL COMMUNICATIONS TO THE
STATE HIGHWAY COMMISSIONER
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
OLYMPIC HIGPWAY - Clallam County Line to Crocker Lake.
November 5, 1919.
Mr. Schuyler B. Edwards,
Assistant County Engineer,
Port Tovmaend, washington.
Dear Sir:
I have your favor of November
4th.
In regard to the Horne pr operty
it will be necessary to know the name
of the tenant in possess! on and whether
he is under written lease or merely
verbal lease. This informati on you can
pr abably obtain by inquiry.
Please give me this information
when you have obtained it.
Yours very truly,
~~.V~~I(.
Right- of-way Agent.
J A- BA
ER
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November 6, 1919.
lIr. Ohas. L. Dufault.
S ta. t~ Ii i glw~a;y Depar tmen t ,
Olympia, Washington,
Dear Sir:-
Yours of the 5th inat. at ha.nd regarding
r1ght of ~~y on the Olympic H1ghway - Clallam County Lino to
Crocker Lake.
The offers made by the County Ocmmi~3io~ar.
to Mrs. Fzoohling and Mr. Horne were $350 and $250 respectively.
Ho otfer was m~de Mr. Cooper owing to tbe fact tl~t he did not
...m tc be open to a.ny Ortel'\!. Th(;; price set by U~. Cooper was
1800 Whioh, I understa.nd, waa cansidera.ble in excess ottthe
amount that the Com)'11eslonera deslred to pay for .the r1gh t ot ~Yi.
The inatte of t.he na.mea of t:he tenc.nts 1n
possesslon of the Horne property will be f~~nished you at the
ea.r11est poselble moment.
y Ol~r~ V~ ;:"j tl'uly
A~st. County Engineer.
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November 7, 1919.
Mr. Ch~8. L~ Dufault~
State Highway Department,
Olympia, Waeh1ngton,
Dear Sir:-
Referring to ihe Horne property c~ which,
you wrote in your lett3r of November 5th.
This l~nd is under a two year written
lea.se a.nd is held by two p,~rtli'Sl together, the Il'"::tmes of whum
are; Murray M. Young and. wife, 'W.,ll1e M, an't .Aubrey D. Ta.ylor
and wife Ethelyn N.
The leaea nae evidently never been r~ooraed
or it could be found in the reoorda.
Yout's V81'Y tl'u.ly
Aeat. Cauatv En~ineer.
November 2~, 1919.
State Highway Commissioner,
Olympia, Washington,
Attention of Mr. Dufault:
Dear Sir:-
, I
I
Enclosed nerewith is tho right of way d~ed
from Mr. Addrews for the Olympio Highway, Crooker Lake to Olallam
County Seotion,
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Yours very truly,
Aest County Engineer.
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Feb. 15,19(~2.
v. ~ ~ VonYQr Jr
.00.1.. .'. n. . .....Qo~i..' . )
Distriot Engineer,
Olympia, Washington,
Dear Sir:
Referl'LJ-t;; to y:ur letter of December 30th, accompanying the
plan lo;;: ovzrlw;1;i crossing a.t Froehlin t a' on Sec. 6, Olympic Highwa.y,
I note tnat you hu.'Je maJe cOl'l'ecticne figured 011 :;~ ten-ton loadin3.
Tho proposed crossing is not, a.nd will no'G be, on the line of
,any public road. I t is intended as a connect ion betwe(~n the house and
ba.rn en the S'roehl ing place, &,nd was designed wi th t'ne idea that a
two-kiT.. lo,-td w~uld be abO'_Lt th'..~ m~'\ximum.
I find that, in the ag:c-eeuient with Froehlings, no mention was
made of "load c~p~city",
There is alwa.ys a poss,ibili ty th:c t, before oonatruc-tion is
sta.rted; FIC'8hl iugs rcay agree to a cash eettlernen t, in. lieu of the'
crossing, and the lighter structure would be so;:~ewhat in the County t s
favor.
I am returning ths blue print of the structure, and would ask
you, under the circumstances, to consider the lighter loading, and
advise whether or not it could be approved.
Yours very truly,
County Engineer.
/..-"
lIII't of "a~bington
JAMES ALLEN
HIGHWAY COMMISSIONER
OLYMPIA
Road
,
Section
Subject
Contract No.
December 30, 1921.
Mr. Clyde 1. Pe:3.ch, County Bngineer
Jefferson County
Port Tovmsend, W'1sh.
Dear Sir:
I am returning plans of the over crossing at
Froehlings on the Olympic Highway with corrections
marked in red.
In submitting the plans for ap~roval you did hot
state what live load you had agreed upon when the right
of way was secured.
The corrections recommended are on the basis of a
la-Ton loading.
WHY: MEW
Enc.
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':i?;:,lt~ f~groernen t lad' [;,.l1.i;~ ~'n1tere\.il mto this 20th d;:~of
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30o.::l:"{t of OOl!.n:t~u' Oarrl'I1,:1:'lJs1on.e:r,z of JGi:i'ers m Coun't)r. ~~'lM'l;i.~lngtcm.
E!Goonit~'e~r't#'. 'J'fS,tnesseth;
!.iM.4'EH~.13 tJlGI'$ 13 nc.1il1 }Gl nliitlg 1tl~1 J:&ellt;:H~rlor eOt4't of
Jeff er9 on 0 {i'l(Jt, t;/. ;ir/;,~j :(;,1~on. a' 06...t'"ln c ~)JJe. ~... t5U6. t',:;b. ere 1a
.. 'IJ._'"l,+,.,,+_ ....f'
1f.I.,"*, ~ V".J ~ ,,~
,.....t..'I""'t""n ~,l'~ .....~t.t.,.lf!'l.. "'" .~..,,', :',......."'t ...""+.,"I'JI a",
.;~,.,,,,.,,,,:;. "!oil' .. ,,,~,(L,, ....liiI 0.10.... ",...'. ;t....~ .l.W,,"-..'.......
l"esr>O'l."O:\'lt, the (iliHl ballt:~ r~n om1nent iio!1udn~lroa.G(i"s.n.g; 10.1*
thepl;..tflo;,e ofee{fl.u"'l;rat! CI, I':1t~htoi \~f":~' :for th. otf;;,te (v13m)}l~)
IIlp:h',~!C'~T. g,orO$$ t):rGm~.:3m~ O\71'''.Gdi:ly fb~st . ,;W,,;i-t;y'. t:[J ~.QUC.Li."'1'bei
in tho~)etit1on ~'Uod thaZ'a1n, Cj,m
~n1.(lro\:'.a tll.e:Hl,;>ti<)o to ';:'11,"\"\# i1td,t ~i'.;t'vj, W th10 f:,;.3~eelnon1;
de~~:1rG tooet"'tl'l;3 c'n{~ {LjUiJt (~),1i.l ;')'t\lt ouitlli4e oi cGUJ't,
1:CH'J th.el"01'oi'e. 1. t I',} U"tl;At:):;,..;too.w. t,nii. t.i"l"Qod bot-ween. 'tt.t.6
t"f.),1"t1os heJ."(21to t [;,;] ~: 0110\'1$ ~
-;'ll ....:~t,. . ~"'I .... -I\...~.... h ,', "1. "l
... ... '''' .... 1:...... q,.,). "'~.. ..".....
.fnr~L;e
'''. <l'I<" ,', ".....,~ '. ~t.i." 1 ," ..., . "'1'" ^ ". ~. .....
,,;, !..,(1(h", ,l>,l..u,,)'UJ;;J. u .en:" \11".. " v.,,~...,.
deed to tho Ctt1te oflil,dxl,,,;,ton. Q,3 grc.ntee. to the follov1118
':,e$CrUH).J, }l"'om1oGs. 81 tua.T:.(!ld in JfJffGr:'J() n Oount~., .,.c.~J ,;.;1 ':tl.gton.
and e:i:~nJ.l delivor 1;1'40 SCZIl0 ;~\,S hcrol:n,1l.2tot' L>r"\1.dril
l1. tr't:.C...t ..of' J.,'. t\J:u,l . .1. . n tt.H} .~. ~l'utJ~'.,".''l.~ yt ..;'I(.:t.D,~'t $1" (;~iii"l.. of 'the
1'!'A.........~..a.:."t "',.,.'::.......,........ C~.'i'i'f.il,) "'>C..'::'. 'Al!>......1..."" r.;.~.."a>":~~...of"... _ (or~. ;".......,t'M.. .
...1"",... ~.iiMII'...".,. ''1...'',>..11..... .L~.~,,~ "'.i. ."w"'''' vu, ......,"'g..''!V ........ (;;AI. ......~._
8h1!>;r.;~;:ert.t:f.nlne (29) !h.urt;~~~, ...t\l. 41;10 h>,) d-f;)s.t.,~. 1/:1:., 'b&1I!
mor G ".'1; 1 tn. J. i\r~' ~~ 0; c 1.~1'i) ;;}iJ, ti.'.lJ ;.,ollc.r:'J$1
'-. . OOntnencln{~rJ,t tlH1 o.nt,;}"':ru[~,r,i..,o:;' cornej.' on t)to w'"at s1t4;$Of
B~:.1d ;,,80t1011 '.lJ'.;~'ent1-flft f~6h th(JncO .:.4or1ih ll' ~e~oea U'
Ji;r.;,gt. 8-06.6 lest to tf)n 1,iltt):r~)eotlon t'11 th 1;l~ \7e~rl;er.QiJ r1gb.t-
r"""_~~~r'.:":W '~fn'"" ....~..~~ r;:~<l:''''''>.1r. ~'~1.,".'h." ~',7" ~.... J~',~",> +...ii, ',>'",/ ....~?
'J.; 'y _.. Q' v...t.. ull.~ V"ifJU', "'" ~"",,,,,","<,"'I':.1 ....""~v. _>';"'~1'. vlio~'....~..J" \J;.....
reoord in the ofi'ieo O;!; the ,,.t;~;:.t.t) ;,:1{'"h\'!Q.~1 Uomtl1.1asioner ~.~,t
l"\1"l1"M'l'il1"'" ...,..", ;" ...~......j\o..,...~... "'.1.-'t ....' l........... _4......
Y;/jVd,J'..!' ...~~, ,,~,,\).~\i w~"y.q "...\;t.Vd ,\,:' ,~,~ y.,/." ~Q~s_..a.8J.A.AAe.
~h.ence tun1.bl"?J'l.~~~l. 0.2 lui dogreGfJ ti,;;1' to 1;b.0 J. ;f1;
loh 1 i1 t r"~l ~n t to f~naro hnti. n>l! r;, 1'f1dl us of 926. Q :tGe t ,
thence Oft $r::,ld (;,1;'t, to tha lO1J.:t W11t}t,:rlO$ of lOlh4 feet:
thenoe i. 2<~ dGI~aos ~>a' ;:(~;Jt. Vb.O :teot.. .
. ~..
-1
iibe._lf. l' degrees 62' lil. 136.0 fee'. to ~ point; ~7.h,lch 1_
16.0 .f.et we~~t.rl: nnd at right f,ng.i.Gs to 't:b.O cent.x- line of
~he Ol,m[)lo H13~". €'1,~ now ,\:ml"V$7e4 'VflU. ,alii ecu."O$tJ "be
~tal'ropG~rty, (,,-nt!. .t:ll!(;h Llolnt 1$.... on. t1'1$ exterUied ..l!l. Quther. l."
line of the banlJ thence Li. 24 'def!:%"G.. ZI' W., 06.0 :feel_
tmmoe u. 28de;~.reEli8 t1r~' Vi..gO.a feet, to ~'~ 1}o1l1t'~/~1hl(1k~ 16
14.0 fe4!Jt \vf:lllter17 and Co'" l"l~llt (:1Jl~e,S to the ()<<nt~:r 11M of
the 01~j,lo i:Z:1t'tht1~:,y-noWSu,r~>>,(t:d O\"e: f;'l&do.(#r~,~$.thel3:::,1~
;:.)r<)'!'le:rt, I!"~ wl,iC.n.1t:!. t\l::~o It! l~et f!10l"Et !;}J." lEH~:S ~iiQtth;\'e:Jt
of tho v'elll; tl~noe lit 4& uOI!Z"OO$ ~a' w., 6)~.4 ~:e(;),t '1.lz'l.en.ce
Ii. a8 de~ee$:l t!~' :?i.. l~~' f'(9 0 1;. fOOX'(I (# lO;iH:'J to C~ fence llM.
~hell.Ortjle:rlQ bO\~~w~. of ~~l.e It:roehlln;?-, lU."I.)i~rt~n,1;14$n.o0
~forth e8 degree. bO' .l:~'l,st. ~'i..e f$et to \he, ji,'e~t"'J.1 W~\;il:tq
of the .'ort 2~it}n$end & ~.()lj;thetl'l ~".('.jl\~7~' ,Com.tt'S;J'fI'~ tbence
BQu.th e8d$gre.:~~:~' :;:'o,at.26?~ teet; theMe 1n 6 louth.~rJ.,
direet! on oJ.on ~" . 1)''', It;k('# t:iOWflf,MUtCl i$ ~ 01AtttG m ",..;:::.11'V1\;~
OQ.l\Y' ~bQ1Uld~~rr 416.$ j;SEJ't to C~ 1,n'tc$1"U8f.rtl t'ln with the
outh 11M oi' tho ~'Olttllt7e~1'~ f,)~i1rterC~)Yii) of the liortlh'iut8'
qUfi.l'ter (NW"~;) Oi' iili~,1'1. ot1ori.i.~'&nt1..fl~ (25); tM!l.OO
~:' o'l.tth e'1 €ler':TOO m ~~,6' -ill)'!) t L"lon.{~: ~lr:k1 d ~:i"Q \i.t..n 4-,1 11.$ ~,~a 1'e$ 't; 1;0
the t:n\$ ilo1..nt ()j"b$!tnn.lng t:~~i cOttt~.ln1!'lg 0.66 i~;(u:'ef.i mere
OX" 1 ~a.
( II;,Z<<, ~... .... o~.rcilO ntet ~nu.. (Hdltr~~tor s hr:J.l
1rtlne.el1 ~~tely 'pr(leeed to tklO ~;':toG.,blsJ\1) .~l!:',o,~ in ;;'Gl~;;,n~ Vr.:Uel'.
Z;'lllJ n,.i'tor .'~,:n o:ltr',1'd.1'1l1, ti Ol\ o=,' the w~.,c~otl.'~). ed I)t\. t hf;i ;(dJt~tj;~ of
th$ 'tU:U:,'. '"6:110
i-to on tli<<;) Sl.1ot at~o Q::J; tr~b':"rn.t th$ teol
9))04 ont;1~o nottll i;)lde cd' ar~ld. b'"',rn, s1'~i::J.l in ,.;,~t'11.11n~{;;;.~-
tlm~),tG. ,..,r}llt tthe JU~3t
k~e:"'otH)n:-,;,hle coat :,"['0 t,ld b,~ o;t tl'u3
\)JNl~l$~~' t1me tob n1j.11
.^ >(.' ,':r 1/ "i,w",4 , .i' oil
V,.jb. }o;.,J.'." . "Ii.. MT,.~. J&"....~ ,~
,1:lt 'tl.!.e $'f.1me
lOc~~tlonit1;l1{ii, of ths,,'j('i~$ \~lm(Ul;;"1Qna ~"llfi.,d.mr>ter1~,u o'".$.t,,4Gf
::'ri!) not;' O"~1.~~'t.r"t~ctEh,1.; th'.t 3tdt\.... ~ "ii.i,lk'l~:J..J. ';l;:\fZn1eh
et~ch of the;)€,,~J;'tles l:el'"!)'GO r), \~Tl"1t.ttlnoo.1)'(j'r ()j: tl16 ;1.;'1-!~'lr$$.
~.' .- ~ ~ ~~
!~~d the .tQtnJ.. l1l1' h113 e~tirttt~"te.
z. ~J.l!~ t 1nJl:iEu,lifl:'tel;; tl~)o:n ball1m f\il'M~1~Jll1Hl vr1th $;'JJ.('\ f).a-
tim':"tea, aeeonu s.l?,t'tles l.:lhtill oaa8e tobe 1$J~lUait/.:nd deliver-
ed to. first [)nrt7 f;. t"":'l,rri'),nt of Jeffers.of). Oounty 11'1 .~t~al;Jll
",,"" til"" tot";'t 1'..,1.~ 'l'1~~ ...;tlt..II.. "'0-:; ",.'IW t~"~,,.4.A. JI/.. ;. A. lE).n.fl
v. v .. .. W., 1M'_4'b1 ~~.; '. 'tt~, V~ ~., 4~ J~1If~~ t ..-..
}~t.la f1~~lt :')~jrt;v;}.hl;;J.l t\o..U.Ter "'0 ~!;i.lo()n~ i')(:"4't~' 'the tl$C()Q. re-
f01'l'eQ. to In.n:uml.H!'':'f;la.~)':',.rc~{)rf\:Jil 1. h$1"1,.,:.
~. ~~ri.t UgH'Ht {iell\"ory to ';flr~lt I>c..r", of tho ~;,lc,1irant
!~)~vld.ed :for 1..'1 tJ.4~ nextl)r(;;lC~,-',:lnt~ tl,:c."(.~1..t'!,!J~1. II t.ho t~-
leJ. .bl$"ch o:t tho et1"'V.otu1"eta O,iJC,)ve t*eierl"etl '/;;\) nnd 1n(J:l!;l~Q,od
.,
in ~l;),ld !~lSt1r1f'\t'.'~lli!t1.u. .~) ocom.e 'th@ !)I'opcrt, oj; f'~,l\d uelol\1J to
'.
. ~ , t ..
-.. " .'.
. ,
< '-;I- --.,' ,
0"1, ~~~V.
-3..
..ocm4 Imn.,. \n'th tho right to d.o'tt'!,ob. a.. remOTe the 1iU'lme f'-.
tho j,.remI...I(~..nd. o't.r bt';,1141nfjl \~~0r. n:ttche4) of flr\3t
J>r.rt,..
/
. ...~
5.
$9000'1;1. p~;y.r\V ~Jh~'t,llIJr.;,~;i'
h$. ::~ $ or,"i. ;A'f.l llO 1" au...
G. 'J:bt"t ltpOn reeelv1~ the dati lu~roln ,f1rovSAed. to lu)'
Q.llv~rad. mil) ~tc:"lil0of :~::i.-:) L~lt~to n. $ i'\ld.n.ct1on for oQ:w.iGr~-
ti on 0llc.ll be U 1su.n1$a ot:l 'b~" i)O t.ltloner. i.'t1tllOU'~ t; uatilt 0 $1 th...
rl!:!i-t"1. ~tn-- :
". " ",!r:~oon\Ji.
--~~~
rtS-flUlJ sll.";;'U oonstruot 1;)Jl !J.vprot::,oh t~
c:s'oaa:t.~l~?~ to th9"or't .a:~tn::~,!tna ~c'l.'~them ~~:1.11ron.u. :from the
l".rilS..u of flr:::)ti~;t~lrt,. Ill.o:c:d.h$d. h,eftln. a.t, aCl46 ,!Jo:1nt bot,~ie.n
tha house 0:1.: :fl:t:}t ::~~rt7, f,::.nit t1Hll nortl1Crllbo'\U1da.r, 11M
oft her il1"emi.l)ea.!',l1!~~ ;:>>71r:~U c onatt'llot ~';;n ~:!\:},~,x'oQ.oh f'J:om the
hl~;lo/t::jifnD le,1ii out to the lr,mda of 1'1.2:ot i);1r'tN. o,:t some
o inti so 'l.:~th 0:1:: t hit' b~'il'n.
t71tn00S0S
to lst!)eztr:
IT
""
.....4Ii-~tI. 1. ,I.., ,U"Il.:,J..
rat j)hr'l.
_II
rn
::a tno90GS
.UH
to 2(b.;jt:;1.n1 t
III'": ,I
~
llQf'.::rd tf ~O\ULtl Oon'lnle.
slon::"rs of Jo~'fo:t$oa
Oount,.
..,...........,
~J\l1l
"-
I
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~
OFFICE OF THE COUN'rY ENGINe;p:R
OF J EFFERSON COUNTY
WASHINGTON .
PORT TOWNSEND. WASH..
January 21, 1920.
Submitted herewith is my estimate of what the just and reasonable
cost wOUld be at the present time to oonstruot in the same looation
and of the same dimensions and material as they are now oonstruoted,
the following buildings on the Froeh1ing plaoe in Leland Va11eyt
wagon shed on the sou.th of the barn; the lean-to on the east side of
the barn, the tool shed on the north side of said ba-rn.
5100 B. M . lumber -m $37. 50. ... . . . . . , . , . . . , , , . . , . , , . . . . . . .. $191.25
2~500 Shingles .17) $7.50 per M. , . . . . . . . , . . . . . , , . . , . . . . .. ., 213.75
4 Sash ~ $5.00
6 t. ~"x 10" ..,.......................
20.00
3 pair 12" strap hangers '(;) ~5rt per pair .,........ ..... 2.55
1 Sliding gate with hangers and traok ....... .'....,;,. ..
65 Feet gutter ~ 9rt per foot.. ..,........................
10,,00
5.~5
16.00 '
235.00
$694.40' _
Nails
. It . .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. , . .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .
Labor
. .. .. . .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. . .. .. , .. .. .. .. . .. .. .. .. .. .. .. .. . .. .. .. . .. .. .. .. . . .
TOTAt
Signed :.
/iC{~
Carpenter and Contraotor.
'-.,1
.~/~
'::f;i
;.'j
'. ',1,
'~.:r
-~;~~::f:,. .
.';;"..,
..,..t.'
-,'_:
,.';,1
.:~
....~
JAMES ALLEN
STATE! HIGHWAY COMMISSIONER
ADDRKsa ALL COMMUNICATIONS TO THE
STAT. HIGHWAY COMMISSIONER
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
OL 'YMPIC HIGHWAY - CL.AJJLAM CO mr~rY LUTE TO CROCKER LAKE.
Hovember 5, 1919.
Mr..sehuyler B. Edwards,
Assistant County Engineer,
Pt. To~nsend, Wasbington,
:rear Sir;
Will you ascertain and inform me what
amounts were offered by the County Commissioners
t
in settlement for rights-of-wa.yfran the follow-
ing. pel'S ons?
;J.. S-'[
Some one of the C oun ty C ommissi oners will be able
Sophia Fr oehling,
Ge orge C. Cooper,
Ch~.,r. Horne.
3s"v
to state from tee ollect ion what was offered in
each case.
YOU;l'f.i very truly,
~~~~
Right- of-Wa;y Agent.
JA-13A
ER
~~
JAMES ALLEN
STATE HIGHWAY COMMISSIONER
e,)
.
ADDRESII ALL COMMUNICATIONS TO TH.
STATE HIGHWAY COMMISSION.R
STATE OF WASHINGTON
OFFICE OF
HIGHWAY COMMISSIONER
OLYMPIA
March 31, 1919.
County Engineer of Jefferson County,
Port Townsend, Wn.
Dear Sir:
The request for bids for cteu.ring, grading, draining
and surfacing with gravel about 3.5 miles of the Olympic Highway
from the head of Discovery Bay to Crocker Lake, in Jefferson County,
has been cancelled. Kindly so advise contractors who come to look
at the plans and specifi.cations for this work.
Yours very truly,
State Highway Commissioner.
September 10, 1919.
. 111'. Cha.s. L. Dufault,
Bl,ght-of...Wa.y Agent,
State Highway Department,
Olympia, Wa.sh.,
Dear Sir :-'
Your letter of August 22Ddregard1ng the progre..
being made w1th the right-ot-way on the Crooker Lake to Clallam County
seotian of the Olympia Highway ba.s been retered to this offioe for
a. reply.
On September 8th the County Aud1!tor sent .everal
reoorded. r1ght-of-way d.eeds to your office, whiohn.ed no explanation.
At the last lIossian of.' the Board of Oounty Oo...1tis1.o,n.er.,a. ea.t1efa.otory
a.greement wa.s reached with lIr. Horne for theright-ot-way through his
property, whioh praotioally .nds the rights...of-way for, this .eotion.
of the Olympio Highway with the exoeption of !Irs. Froehling &nd
Mr. Cooper.
Youra truly
Asst. County Engineer.
~
November 4, 1919.
Mr. Chas. L. Dufault,
State H1ghway Department,
Olymp1a, Washington,
Dea.r Sir:-
Regarding the tltle to property, affeoted by
condemnation prooeedings, on the Olymplo Hlghway from Crocker Lake
to Clallam Co., I have looked up th1s matter and give you herewith
the findings.
Referring to the Froeh11ng p1eoe; the owner
1s Soph1a Froehling, an unmarried woman. There are no mortsages,
1....., or enoumbranoes of ~ny nature reoorded against this property.
Regarding the.Cooper la.nd; The desor1ption
ln the resolution for oondemnation oalls for the West half of S.W.
qua.rter of Seotion 25, Twp. 29 N., Rl W., W. M., and does not
exoept the ra.11roa.d. Unless tbis exception is made in the descrlption,
the right of way of the P.T.S.R.R. would be an encumbra.nce against
this traot.
In Deed Record No. 25, page 442, I found a
deed g1ven by George C. Cooper and Jane Oooper to Sohool Diatrict
No. 10, of Jefferson County, for the following descr1bed pleoe of
land: Beginning at a po1nt distant 1350 feet Soum) and 664 teet E.
of the" seotion on 11ne between Seoe. 25 a.nd 26ifwp. 29 N.l\R. ~
W., I.M. Sald point belng the S.W. oorner of the Sohool lota.nd on
the easterly side of the County Road, thenoe S. 600 15' E. 133.9ft;
thence N.31o 12' E. 146.3'; thenoe N, 600 112.65 ft.; thence I.
s.,go 35' w. 146.; ft. to the polnt of beginning, containing .
41/100 Of. an~or", Vara.tlon 210 30' E. Sa 1. d lot neing in the S'tW. t
of Seo. 25, Twp. 29 N" R.2 W. a.nd to be used and ocoupied for
School purposes only. Deed given Feb. 1.lt 1892. No lea.ses or
mortgage. are recorded against this land.
Regarding the Horne property; the owner is
Ohaa. J. Horne and Fannie B. Horne his wife. There are no mortgages
or lea.se. of r040rd against this tract. While Mr. Horne is not
living orithi, land a..t present, a.nother family is, but under what
a.rrangeflltJnts,' 140 not know.
There ha.ve been ~o judgements granted agalnst
any of th'~l.ove mentioned areas.'
Yours very truly
Asst. County Engineer.
J
._n._ ,-~",-_,_. '~"'-_"'r-;'_"""""_~'-';.;'_ ,1'_ J <<<<'~-~ '"""'.....'..~~...I;I~;J;'i:Ii:;l'<1('m
....,,,., ~~;~~~~,,~=""--"-~'~=:T' ,
'l:F ENGINEER
STATE OF WASHINGTON '
\
". ,
ADDRESS AL.L COMMUNICATIONS TO THB~ ,,'
STATE HIGHWAY COMMISSIONER ";J'
OLYMPIC l-TlGHWhY'" Crocker Lake to Clallam County l,jne. '\
\
OFFICE OF
.. JAMES ALLEN
STATE HIGHWAY COMMISSIONER
HIGHWAY COMMISSIONER
OLYMPIA
'l
~
w
Cctober 1. 1919.
Mr. Tom W. Holm~n.
Prosecuting Attorney.
vt. 1 own iiend. W&.sl"' ingt on.
near till':
Under d~t~ of ~eptpmber lOtn letter w~s re-
oeived 'from },lr. J;:d",un~~. A5lid btf..l.nt County Engineer.
Jef'ferbon County. advidnf; tn",.t eettlemE"nt nb.<1 been
rouGe ty tr.e comrnitH~ioner&il with Ill'. C. ,T. Horne for
right- of-way in becti on 1 t 'lO\'m&hip 29 Uorth t Tiange
4 Webt. W.M.. unci tt...t no settlernentt, hu.d yet been
mlltde wi th Urli. l<'roehl:1,ng t",nd 1:1'. Cooper.
,J
If 1 t LClC orne i;l nf'ce Cf6al'Y to c creemn :dgb t- 01'-
\1tty through the l.....bt two truct& it it. reCi\I~btf'd t}'ut
you fUl'nidl thili office ut once u certi fica.te of tjtle
srowing the namel> and povt- office Cl.ddr~sLeD,l~~ ~
rec ora owners of the tvro tracts, l'lie C oaper tract
being t.he iJouthWest ~uurtf'r of oeotion ~15 bond the
b'roehling Tract cesigm.tf'o au 'It:.y. l'Jo. 6 in t1'~e boutr-
\'lest of th, NortnweBt of ~~5. ull in l(JwnfJ}-lip 29, 2
Wect. In t:lddition tC)tfjk> informb.tj on H'c lIItmte8 of
tenanta, lessees or other encumbruncere ure ~lao to
be furn i Ii;h cd.
I
~
~
You are advised thOit the btute 15 new con-
duoting conaernn~t10n Cal:H.'E fer tne }Jac:Jfic Figbway in
beattle for rigr.t/;;- of-way' for v/r'4t :J b l<:n ()'lfn as the
Bothell HOL-d. In order t}-'ut yeu may bec orne familiar
witt" trt" ","etr.ods used. it :Je cUr'~estec! tlH.Lt,yOU m1gtlt
att~nd tre sear.;j 0"6 of the l)uT'ler101" eonrt. t\.1"g l.iOUf'\ty.
w~~re tre~e trjaJ~ arc ta~1~g ~luce. j~ cc~ye"je~t. as
you ,..111 'Pl'o'bbbly w15'" to i;.oc3t,t tt1e ~tetrtB Attcl"N'Y
1n conducting conolD""rlutiof1 T\rOCfl'jIIld"lr~ h.1 y<,ur lJounty
if 1t I.)PCCUifl'& lleCfl'(;6o.ry t.o try l.rc ,",ooTler u...(1 Ifro-id,1ng
oae~e.. It ill cE'-EirucJe. rcwever. tbat the COf(!l'dioieio~ers
chculd. if pOkii61ble. f;f\:Curt> rjLl1t~..of-~'ey tnrcuft1 tl-'cf:\~
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t"..o tI'6Ct8 ,"it~out tlle n~c~el:',jt~. of t<u1t !"e t,~ey
v-rfl' fI''''""p'n..~v(lo P...c:! considerable cil'-\lQY 16 occne1o...ed.
) -".:111 (,I" glad if yell ~"'Dl ecvj~(' me wl--at
tl--e cnc.:nCI!I'G arf" for 'Securjng (~ eatjtJrc~tc.n' e"tt}r-
rrent ~'itrOlit tlujt.
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PART of SW~"fheNW"', SECTI Ol\lts'''t,Z'N,.,~.'',~,~(.
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R ':: 955,0
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Lj = 24006'
D = 60 R
T = 2.04.0
R = .9S5.0
\
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PA~T of SW~offh.NWY., SECTION l5,1:Z'N:lR.ZW.WM.
5calej , inc.h '" 100 feet,
.