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Home My WebLink About#224 Permanent Highwat 34D Extension-=~~, .. !" r_ "~ , < __ r.~_~_~__.. __... ~~~~~~~ ~on~x~c~~~, Plz~x~~ a ~p~~ifi~~~~~na, ~`~x° the ~;r~nartru+ct ~.®~ ~f t~t'r~;e~ of tea Cn~nty ~~,ineer. s~~P~r~c-n E:t~~xz~~y. -qO~U®« 'l~~teh ~.AgL t~~i . ~;~, i c ~~, ~` i r' i _ ~ aT~MATE OF 4UA~'TITIE$ Stativ~a ~+oo to 9ta.tica i5~+aao Claaria~ Grubbing Gr~d4ag a®mmaa i53oo one ~-do~ R®a~ l50 c~u. Td~- o Hd+ pa$ 1000 OLis ydli e ar~vr~, Bri~p r 2 - "la ~'ramo Bog~o Efiilvor is l8~ p9.~in cc No. X76 foot 2~" Roof . " '~' f iot l06 food O~rorhaul 22 acre ~Oa7~0 ~oroo .5520 au. 7rdo e ~ 4- ~ ~g00 ou. y+ds . - • . . .~ 1VbTRJCTICN~ 10 F3IDL FF~S , .. __ _ ,~,r....~,z T s. .~ . w. x,~ ~` ~ ; '~ ~. „ . ' ~i~d~ :e ~ ~ ~r~ t f~+rm~ furx~ shed bq t~.e ~ oz~~ ~~ 3 Commissioners, ana shall set s:orth t~.s full name ar...d address of etirery person interested. __l~ the same . Ar17r addit;on tiro wrfting to ti1e fc.r~ri of trP ~,~.~. of ar~y co7~d~.tion, lz.mitaticn, or pY•ovisian will tie liab:Le to rend°r thy: Nroposa:~ ~.nform~a7_ and to caase its xejeati.on, The _creviovs experience and responsibi7.ity, as t+~ell a;; ~;ho present ability of the bidder, will be considered in determining which is the best bid. ~~he, successful bidder~iill b~~equrad to furnish, before entering a on the work, a 5~ bond in ~a 2~~a o~ the a penal sum equal'contract price, for the faithful perform ance of the v.7ox~c, '~'hs contract will be a~!L',~ ;/~~ contract. LJlonthly estimates of the work done will. bP made 'by th; engineer in charge, a.nd papment will be ~,ade for -r '"~ Q ~~~_ of the value of the work done; --~__ 7~ f ~~_ tc be re±^~7 red ~i ll the contract is com lete~.aa~dd a~r~ ~n ~e ~our7~ fir? ir~eer ~~~I p Fp~.,d by ~~--Bo.Gtr' - -Q_~..~~Jy ~rnm,~o~r~s As a basis for rrakin~; ~r~onthl;~ %,St~.~n..-r.;_ s y .:. .~~,:~Fau1e of prices to be used will be 'used upon the t~~::9ces ~r~ ~.:~1: p;sliminary estimate which pzices shall ae increased a_~ r~~d.'acer3 i.a thr-~ se,m ratio that the lump surn price beer ; ~.a the 1•relimin pry est..r~: v, The contractor :uu.st u•~ake payrneiits +,v tiY ; Stu. -c r; ~..s are required by Chapter _r~+ of t_l; La~~~r. of yell (.iY.du~rri~~ ~ 7n~.ar~-°:.c:~ r~ct) 4 All work on the contract s:na.ll be pai formed i~rl .: ~ ys o~ eight hours, except in oa:;e of e.~traordi~lar~T em~~ r~;en~y . In case cf non•--comp:.ation of ',hc contract ul~•an _ ~~?.~.~r1.,~~Ls'~/~9~,~ the contr:..ctox shall be ' :.able to ,ca.y to tl _ Cc;unt,r ay liq~ai~.atec~. damC~ges, and not as a p~.nalty, tre sum of ten dcllar~~ (~.~C~.J~) for each day between the appointew and ~i~e e.ctual date of cou~~^:~etian, , t1- I F ,. ~ ~~ ,~'~ ,~ r :~.U!8S~~ICWICJl~: 0 BID_)L~jB ~ - '.;: unless an extension of t~_me shall be granted for cause by the County Commissioners. Bids for this impxovement will be opened in the office of County Commissioners at Port Townsend, Washington, at 2;Q0 p. m.. ~r>~r r,~y,~, 2 .1.9 2 ~ - each bid must be completely sealed in a separate package, addressed to the County C©mnisaioners, Port Townsendt, Washington, with the name of the improvement for wh:.ch the bid is submitted plainly written on the outside of the package. The bidder's attention is partict~la~rly called to Sections 1 and ~ of the specifications.. The County Commiw~;~oners, the Washington Forest Fire Association and the State Fire Warden all insist °that the refuse from clearing and grubbing on public roads be properly disposed of and the premises left 9n a neat and pre- sentable c©ndition. The provisa.ons of this.sertion will, there- €c~re, be ~tri~tly enforced. --2- ~; ,; ,_ .r~. A . -- ~ ~ ~ ~ p; _~-R.. GEnTERAL STIF?J~,A.TTONS It will further be expressly agreed between the parties to the co~.traet that the contxact is made subject to th.e following eondi~- tinns a~-d stipulations a. Zt is understocd that intend~.ng bidders have examined the ~;,, ~~r covered by these pls-xis and specif~,cations and have satisfied t~:~er~selves a.s to thr n-~ Aa;.r^ e.nd ?.ntent of the work to be done; con- tract and spec ifica'::'.~ons ~,o ~av sia~"?-:~tly enforced ~.n +~rder to obtain a finished a work.nlike , :. ~~ ease of ambigki_',r c `~ ~;`~;'e~:~~_on in the ~~ec;ifications, or doubt ~~ ~o the coxre~t in*,A ~~re ,~. ti.on of the same, the muter shall be submitted to thc~ County En~° :.deer, whose decision shah. be final . #~. any work or ~aateri.ale that may hive been a~~idental.iy om~.tted i~R 'the des~~:iptiox~ of the wt~~rk, but which is ~~,~axly implied shall be furnished by the contractor the same as if it had been spec- i.ficatly st.s,ted. fork shown ors the p~.ans a~.d not mentioned in the speeificatioAS, and: vice tTersa, :rdz l_I be done as ~f shown by both, when and where rewired. ea lRherever the Z~a~Mt~ "~"g~-n°er" is used it refers to the bounty ~~.neer, his chief e.ng~_.le:ar oz authorized assistants, 'o-; whom a1.2. exp3.axaations an.c~. c'?:ir€~:.~ :, o~~^ necessary for the satisfactory prosecution an~~. ccmnpleticn. ^i ~~h~- ;~- rk described ir. these specifica-~ bons will be g3.~en. d. Wherever the ~;ioY ~ ";r,~...: ~,.~~av -~,or ~' '~s us°d . ~U refers t:~ and means the pe.~C~~t or parties who ~z-~`re duly entarec'd into ooz~t~:act avith th=.; County _of Jefferson, ~ltishix~gtor~, to perform the work; tYaeir da~y~ authorized agen'~s ox legal representatives. . ~;, e. Any written notice ~ta the contractor which may be ~~ qt,.'~s its under these spec icEica-;i.ox~:~ may be served on said contractor e.-~i~ex° personally or by maid. c;r by leaving the same at hws last kr~-~4~~. dace of residence. . -I-- r., ~, -~;;. .. ,.. ,. ,. ,. , ,.~.W; _~ - ~~ ......x. ±:_ .r _ .. .4_ _ _ ~ . ,.., .. .. r. _... ~:. .: r r,-~ f .- i ~- ~\ ;~•,. 1#.lI ..engin~ex y s mdrk~ 9 mo.~ust~en s, or s .yea fully pxe$erved without disturbance • ~ ~~i ~~ i~~_ n- sha,ll be given by the engineer- A11 expense incurred through the ~e-A= setting of stakes chat hat*e bean d.Qstroyed by the contractor wil"1 be charged tp the contractor and deducted from his estimates. g• No deviz 4 iota :,`~rorr the spccifica Lions oi: detailed plans ~:~~i~-.~ ~. allowed, ul.ias -~, v~r:, t~;erb permission shal:i. baJa ~eor ~:ravious~- lY ~-i%tained frgm ti.~_ "="•~;?:';;~ :~'1a~:'r_e~: _ ~l , h. ThF Co•a:it:; 1:agi,r:F~ ~ , dL.rizzg the progress of the work, may - bY giving ~it~ti~ e to tYaa 4C~rt i :~~.g ;;cars, ai ter any c5.f' the. details of eon- struG~fe~- in ara;~ manne~:• ~iza~ :•a~~.~.~• ~,a ~~'<~;~nd expedient or svitabl~; such alterat~.c~ns ehall :u~t ~.a~•<~,~ya_c~l~.~;;; ~:,"r: ~ .contract, aa~d the contraatcxr must accept + execute the 5a~ze ,~.s ~ :i trtay were part of the original ~~yn.- '~ract, ! at the ocamplet:i.;~:c, e.~ tea;; ~.~ork an a3.lnws,nce will be mad. for such alterations, eti., , ~;itne~° fox or against $he oontra~tor as the ease may bs, and. the value of such ~ alters:tfan.s ~-i~~. b~ estimated by ~;ha enginee~~ from the s~:~~ted~.:.le of xates and pri.c~s at'C~ched ~;~~ the e;,ntract, or should it nor, a,p~,~Z~~, the equitable amount will be esti.- ma Led by the engineer_ . i,- It is mutua.:iy z`;.;'~~:_u ~rtweeia the parties to tine ~;on-- txac:~;, that to prevent ai; asst.>:~:,s :snc~. ~rt-isunderstandings. betwo~,n them in relation to ailyr ...~ ,,b.~ ;; t=;.;~~.x~.~,~,~~.ons oonta:ineci ir_ these ~~y~.~- if:ications, or their perfor.~~n;: ~ b'y ether of saia pwrti~s; that she Cou;Lty Engineer e~zal~ be ~,z~,. ~;_~.~,:?r; t,,, c~.acia.e alai matters ~.riU.ing or growing out of said cor~tr~.~c~u rJe~G;~~tio-.1 L_~~1,r1. j. The contractor J~il_1 ~s held respo~_zsible fer tae faith•- f~u~_ exe~utian of the Fork it ac:U~:~.anc;e tTyii;'~. "t11P, specifications: Any ue,:ective work that may be uisco~~e:e;;~i ay tYze Engineer or his appoint.. ees before the final acceptance, or t~efore final paymPn;; shall have r.:8~~1i ~:ade, Shall be .removed azic' s e~~laced by work and ::1a~rEi~rial5 which ~~?~:~..:.~_ conform to the spirit of -c7is :=;~eoifcationsp ~~ze fact treat t ~.3•.~~r~<~.~o:C Or other person in char t ~La have ~aver~ ,-~ g y inked such d~ftive r='r?~ shall not constitute an. a;;ceptanc;a of the s~x;~e. 2,_ ~,~u d, ~. ,.~ ~~~~',~V -d ~~~~~,cl''J ~'4•eF ~ TUJfiy ~}"31~r^T,!'leyy,y.,tblv~~{5~~~1"h..'~'+~r '~..:.~ww' p.~ ~r~ ~.~-~ ~y.•.A `•. •. ~'. { y,• ~• _ ~ 1 ,,.9,v'.'~.. ~4! ~ ' ...,~ s ~`R'~C%~s:~.7. '.~"~~!.g~..,~.~,'~'~'.`r,~.4c"~•r~;F~',•Rs~ ~ .. • ~i --, ' l ' "~ b r GGOrd- ' k. All wor-~. .~n~.,~~. o~„-n„a;t;7~: c1e~.ed~ up or c;~~zpletion a ' ~ ~__ ing to the engn~;~' s d3s~ecytio~z; and. b~: le.r ; :'..n G. ;xea t and orderly condition ready •~ oi' usa , 1. `I'he sua~~~ss~:~ai ~,;.cider sl~a~.1 S:;~T,sfy th6 Cou~ztyr before the !. contract is awardc:c_ •i~:~ lzi~;.a •t,ha u ti~~ i1aS car ~~;_11. l~xo:t~ptl,r provide suit~- :~"_ ~ and pro~;er a:ez~ ~.ti-;.ci ~-_,~~..: ar. r m.~,~~r~.irs~:r T f. d ":!° e~~ch Jf ~i?° !37.1f:;:rent ~: -~:_ .~ cf work. m. ThF c<~r.t.Y-:•.~.-..,,-r :~ 17 ~.or the s~•.me compensa;,ior~ as for oth.- er grading, grade e s~.-~'~ , -,,,-,-,-o.~r ~.rl;w ~.o.rkrnan?.ikf connec-~ion with all intersec~i~ag ptlbl<.c o~~ pra :.i;~. ~:.va,ds car wriveways, according to the directit~~e of the :,ngtii,~.-: , poi: A;.1 matex.a_. a:~ w~~Y'k=;',•nsr~ip shall be of the best of its class ~~ 1~ind. ~11J ~;at~xia:~ ~1',.~ch. Lsa,y be rejected s~iall at once be . xemoved from •t:`.e v~.cxni~':e- _.~.ld :repl~;.e~ d by material of approved - qua? ity. a. The contractor: sha,yl g:,..F his personal attention to the fai tlf'i,1 prosecution of t'i;, ti7c.z.~k, s:~.all not subl_e~ the same or a.ny part thereof without the titi~1.~~;e;~ ~ora~se;at c~`' the Counter. Copies of a•I-?. sub-contracts must; be f:~:i.ed ;,rii-h he Couxaty Engineer.. Contra~.tor shall oat assi b .€ ~ n ;~ car ~~thPxt~l.se, a.n y of the m<~n- e ve ;payable under these •sl~e~~ t t 1. ~• ~~ tons . p, 90henever try; r-,r,±;,.-;,:;-~,•x 1~ nor p:resexu on th r.. irk, orders will be given t0 tx'~:. r?]T.?:"'i.:"'tvilu.er~; tj:t^ QTrc~r,\g(=~~_ u'~~1~i0 Y11c.~.3T ~2aJE; lmt+:Pdiate charge ~che:~eCs°, c TiG ~.1'~_s. J. h-y .`.i:e.1,1 i~v "`e~';~j~%f:;~. 3.ti;y.~ ,)y.c:,;rE;t.~. If ~ erson ~,nY p employed ~ '::~,; vvc:.~: r- ~ ~.~~....:_ =~~~e•~,~. +. c; h•., :.n~,,,~pe tPazt S ~.isc~.~~derly or unfaithful s he sr_~~'.1_ ; upca~ t?~.e t en,,.~ s~ tip,, of -~hE -.;r,gi-~ neer, be at office discharged. an_~ z~ci~ ~•aair emiol^yed upUrl ~.n~,T part o#' tip-~ ;~4i k~ q. the County Eilg:~neer i;.aj' ;u~:per~d a.l ~- taorn cr,. any cr o.ll k`'%•'"-''~).Ga1S Of the road fOr SucY; ~•P::Ci~;Ci?• c^„° cl~ :!ay ~ief~',i'Y; x.csi;PSSary , she `=..."=='~t° ~^ror shall not make any ci:~.a.~~. ;~w~ ~~.~ni^n;i far 3ai~.:~ge h;~ re~~.son of s. L ,~, .s71spensions in the work, b,! c• t:hu per ~ •~u ~~ s~ ,-.1 Suspension wi,l1 be e:~.~~luded in computing the time 1~.;r?'. ~ for ;h;~ c;on~p~.etion of the work: _3_ ~~~:. • - -; . , .~-, .~":? _ ,,~ =` -~ ~- `~~ ~ v .. - ~~ T?2a. cor';-:~acz a. a. reams ' ~ ~ ~ ~e 31~. x c~ - ~. `'~ g ~ seam iu s anc~ .~~.abi.iit.e: far accident or. d~;~~,~,e t'1 ., {: ~;~..y wcc~~,e to person-, o_ ` _•aperty :3.uri:rg the prasecut~.oxa o1° the vvork_ under these sxaecifiea.~ic~a;~a by reason of the negligence or ;::ar;;l.assress ;~.' ~: ~.~,=:lf; ?~ ~s agents ai: smployeFs. Sr All W".i^~. ~^.I.~ l (a~=; ?~P:tii~l~.:CSd any. a~a.i,J. x~Z' %~~." SF. u 1UYT,h ~.n ~''-': ~ ttaahe~i f r ' a ~ J 1 ~. \,:.:. .. ~ l 6..X.5 ~ t. ova b~.d. ~rri.~+,l c:; >c<~.=ZC!ered tnl°s« p~ri.ces ~;:; Keii .tor each .~ tea~~ in proposal, b ~,~~~s'_°: - 77' yy,, 3 -~ .1, ,.... ... ~ ~:~ d l..s~ .. l7 .. ~:. .. `~ ~ • .~ ~ .>. !.l.ir1~7 ~ Z.Llr 1 _' d ~i V e A try. :J1C.1. ~ ~:.i. 1a .l- and labor sha13 be~ pa:i.a 1-.~~_ ;.. ~ s~. ~;r.~,c;e k?ased up.~~~z the prm:~e in the engineer ~ s prei;~~~inax_,r e„-•:~.~,~.-.r ~ w:ZZCh pr,ce shall. be inc~~ ~ase~. or. reduced iii. the sar~E ra";~.~, i•_-~.k,,. ~.~1:_. .~;,~n:lU c.~;~ price bears to '~h.U engine~r'e pre7.:im~r~aa~% r1~,~; r:,~~.t,~:, u,, The pre}.i~ir~~..it- ~.s~;zi:,:.~e, tiie p:~anss and the grade and alinement as staked. on the ~:~-~und nx shown on profiles and maps, are inter_ded to repxesen': tre Ut~ar~r to va ,:;.one 4~ith raa.sona'o1a e~?~senes.s ?~~.~• tnv contract is not fog az.i:~r ^peci~ic nu~:ber ci ~ax~;t;:~ of a::,l;~~ :~z.~~d, r..c.r far any specific grade sY~. _._ ~.:~.:..~ze:n er~i;. v. ~-:rlere try; ~.;~1.,.~.~~~:-rr:e~a°~ j:c•1:1~;~~5 c~;;a :~:.stin,^ ~;ravele~ rna~. tlyl E'i 4antraCi yon{ rCJhaly c]. T~ ~;], ,.v ~i ~. ~~x). :~!j'Ii TA~:~F~+.^~_E':.v~ti vP.}.e .~~.)C~,~ S,)~Jen to t.l•i+, 1. rtm~ CJ1 ~J.L~~V 1.(~Pi SU~lJG4ble 1~.Lt'..~~u.i~~J iJV ~.~ZCLJ V..:~1.11.V VG~~,1~ nOt ~~G~i .LntFi.L.~.I.Zp1Jt'it~.~ w. The bidcie~ ro ; Lc'•I~j.;L~~~ :1u , y' ~_.;,, ;u-~. ,u~.a ~° . y' u~.i .! eti 'La ut3~J :':Lf~rl$ t;~_e ~.n,3 tW0 Oi the specif:..'•=~ ~;,.;;;;, c?.a;i u,,;.80 t0 S~u`,1~)Yl t~,?.~;-:.e, ;±r,a,ptex 33 the Session La.~ns o.~ ~ ~ .R,:i, i~~? . f~renc~ .._ 3 k.,~ r;g ,~ i'u.s°} timber, bi:us~-~ e,rca :i~:;~aa:r.s .~;'a:, a, :~_,=~.-,i~;x~ wzd ~rur ,~,y~~~ ~~~;:~ations. The COUn'ky ~ urc: ~TCL;il'1.i:f?;vn Y~O1"V' ; ~ :i ..:iEs i~S~i:C3.a ~:+.al^~ ~,.1~ tae St~.i.'~ Fire ~-arden all .i.rsa.st ths.t i:~~e ~:t'zttl-;;:'. ~u=,-ars.?ag t?:e .tt3r ?~e s.~. r. i.t-~`ly enforced, e.nd that the Y ef•~ ;:; fro~r~ clearing S,nu. gru~bing ar, public roads ba prul „-1y, ci~.s~ese~ r:f a,,;7 .:fir, p.re:~is•.c ~~~: 7:.~;.t ~; i~~ a x~ ~ ~ ~ :a.~l~, presnr,~tarZt can~.i t? <>r. , ~- Th.e' plavisa;an:~ c~ tL~ ~- ~;;_.t_..:a. ~i~ ~s s.r.,~. +;r,v stat~a+~ v~ y .4.t,, _ i ~~~iGt --Y°• ' . _ (~ b ~ ivai l~-~ ~+ r .. _I ,. JEFFERSON G.4~t]'NTY SPA SHING~ON 00000-~ 1~ Ci, The xio~t-of-way will in general be cleared to the width of~ feet on each side of the center l:ins but w~.ll be cleared to gxeatsr widths where ordered by the engineer, Clearing outside of the right-of-way shall be done under the same speci,fica- bons and be paid for at the same price ac eleaxing within the right- of-way, The c1~.ring will in all cases conform to th8 stakes set by the engineer, ~~,~2-3x~ the dines staked by tb~e ~~gi~nees and ~1~C~-pt ~,~ b~!x4~~t~S~ ter spec#~~.ed, ~-11 trees, brush, togs amd other voget~ble matt$r gba~. b3 removed and burned- within tha. right-of-way . No stump shall be left in the c~.eared space with a height gxeatsr than its diameter. ~IUInder fi11s of more. than two feet the top of stumps shall be at lea6t -hW a -~ foot below grade. Trees designated by. the Engineer stza•7_]. .aa .Left standing and care shall be exercised by the Contractor nc~ ~~ .fir, dart~~~t e ti,u.ch trees ~, fall- ing adjacent timber a.x in burning,. ' AIL merchantable tim';~Fr shall b cut :~:nto .~c~g~~ ~.i standard lengths and decked alcng the edgy,: cf tl~.e clF~~a:~^izl~ ~;;r, within the right-of-way outside o.~ the cleaxine~ frc.=~: ~'a-.~~~~ x~v~~;b~_,:;1: and worth-- less logs. ~t such times as tl~e state or Govern.ent a~u.~:hor,ities prohibit bur~zi~i~, the reuse fro.r. the olearing shall 'oe Ni:1.ea along the sides of the right--o•f-way at paints ~vnere its aurning will not c~ma~e standing timber, an~i, when, such prohibition is re~o~~ed the pilas t~f r efu.se +~hall be ~burnz3. Cles.r,.ir:~g must 'ae carp; ie;;~ on and -comrlete~:. ~,t .east one l~.lf mile. ~.hea.d c:f tine graa.in~ C~.aarir~; will be ;;,~~•a.~1 iar by the e,c~:e for the area ~ac t~ie,lly c1.e~.:~ ad by the Contra:-~.ctor ~ n ~.occ,r;]~.i~ce wi,~rh file ~Y~.Le:~ met ~y' the ~:n.~i.x~.aq:~ . _~._ 2. GRUBBING. A11 stumps, coats; a.nd othe'.: ~~aocd conk>edded in the ground with.+n thc~ areas i~.,r;J.,~~~.e.~: ;:,~;~~cv~eer~. the elope stakes of all excavation , and a.il ~'i~.1s shall be xemoved and burned within the :~:~.~;ht~of-way. At such times as the State or Government authorities prohibit burning, the refuse from the grubbing shall be piled along the sides of the right-af-way at points whexe its burning will not damage standing timber, and when such prohibition is removed, she piles of refuse shall be burned: Grubbing will be estimated an~.i pa.~~.d for by the acre far the area actually grubbed by the Gont~~aR uc.~~ ,^:ithin the limits above spec- if ied: 3. GRADING. Under triis head is included all excavations and embankments requixed for the formation of the roadbed, the digging of drain ditches and cutting new channels for streams, either within or without the right-of-way, excavations or embankments for bridges and culverts and the grading of intersectir?g highways and private roads, and grading retinl approaches when orc?. ~ cc~ icy the Engineer . Grading will be paid far ~iy the cubic y~~rd of excavation and the price bid per cubic yard of excavation .:~h~^•i.7. +cveM all materials ex- cavated of whatsoever cha•a.cter, v~rh.c~ pr,~ic;e ~1:x'`-:~ the additional. price paid for overhaul h?reina.fter defined, shall bP fu~i:~ compensation fox excavating the materiaa, ~:a~~l ~.~ into embankme~.~y car. cia.sposing of it as directed by the Engineer, ~~n-d yan:~..sl~.ir.g the rea°dbPd ar..d slopes as hereinafter directed, The mater~.al requxed for the formation of° e~;bankment not formed from the excava tion taken from the regu:!_ar .;eci;~.ons of the roadbed will be obtained from the side ditches as shown on the profile or as staked by the Engineer and from excavations cutsa.de of the roadbed known as borrow pits. The side ditches sha31 conform to the stakes set ~y the Engineer. Should it be necessary at any place to go below the level of the ground water in excavation, such excavat~;d~.ma.terial w~~.l be included ~_ under the 'heads of excavs.t-_or_ ~,r embarikmeYi:; alid -no add-~ tic~nal com- pensation will be made f'ox wet t~x.ca*Tat:ion ~~r fo.r such material placed in embankment, Noshrinkage will be allowed for material placed in embankment from borrow pats and payment wild. b~~ made on quantities computed from the cross-sectipn. of the embankment ~:~s staked by the. Engineer . Grading will be paid for by the cubic yard of excavation and the price paid f.or excavation, with the additional price paid for over-haul as hereinafter defined, sha11 be full compensation for excavating the material, ha~xl.in inti~ embankment or disposing of it as directed by the :Engineer, and finishing the roadbed and slopes as hereinafter directed. Grading will be measured in excavation. If the roadbed excavation of regular sections does aot furnish sufficient-material for foaming the embankments,, the additional material required wi11 be obtained by widening the roadbed. or from excavations outside of the roadbed known as borrow pits. If a borrow pit is of necessity so irregular in shape as to make an accurate measurement impossible, tine settled embankment formed from. such borrow p:~t maq L-e taken as the measure. of the excavation in the bcrrow pit. The price paid for excavat io:n. s~ia.ll :.~c:::~ t.ide h~ u:+. ing the mater- ial within and up tea a d~.stance f four iitzxid.:'.°d fey-.+~. The excavation shall be hauled to anyr distance than she rngzneer m~ti;~ cxirect and as compensation for hauw:ing excavated m~~~ter;.al t~,~a c'.i:,taz~c~es greater than the specif~.ed f~i~ax hundred feet, tlx: pr:~~~-'~ ~r'Jeii ~~' the con- tract for overhaul .will Ue paid C)ri eacYi ywrd ~``,~:~~ e~~Y? one hundred feet that it is hauled beyond the ahuve specified four hundred feet. Side slopes shall be made as staked ey the e~lgi.neer . in oast slopes shall slide..~to the excavation. during the progress of the work, the slide material shall be removed at contract prices per cubic yard. Ove~bxeaks due to blasting wi11 be removed by the Contrac- tor at his own expense. the surface of tn.e roadbed shall conform. strictly t,.~:, the finale grades set 'o~~ trle Engineer, and shall be composed,"of t,~ best ma•veri,al obtainable from the excavation. No boulders shall be lef~~ ~~rotrud'Lrig from the surfave and all stones of greater diameter than two inches shall be removed from the entire surface of the~raadbed. The materials composing the embankments must be entirely im- perishable, and wherever the natural surface upon which the; embank- ment ~.s to be placed is of such a nature as, in the ©pinion of the Engineer, would .impair the stability or usefu3ness of the surface, it shall be removed to such width and depth as the engineer may direct, and the materials so removed, disposed of as ordered. When- ever the site of an embankment is covered. with snow sufficiently deep to impair the utility of"the work, the•same must be r'e'moved and deposited beyond the slope stakes. Work of this nature shall always be at lust one hundred {100) feet in advance of the embank- ment. In all cases wherever the engineer may deem such a course necessary, the cuttings shall be made below grade, and clean sand, gravel, or athe~ material deemed proper for ~~~oa~dbed; shall. be procured by the contractor, and deposited ~,s the engineer may direct, and such work shall be estimated aria pa,ir'~. fir a•t the same price per cubic yard`as other g.radi.:ng. All excavation.ti sha.l:i , if r. ec~iuired, be ~,ai~.a~ ~:~' hauled into the nearest embankment to thEy e~:t-rem.e ~.x.BZ;G.2:1.c."~ x''=~`; ~~.'~.d by the Engineer. The surplus beyond what i.s n.ecESS=~.y t-~ *~~~~.~=~- the con- , tiguous embankments, is to be dispotie~-~ c~ z-" '~'~~'ar~'-iY'<~ t;he embank- . ffients uniformly along- one or both sides of fi.r:t, ~>~!~-~~', ox is to be deposited . in waste 'banl~s ar otherw~ se , or i.c uc' be hauled to form any embankment on the road to be improved, ~-s the EngiY~Per maY~ direct . In cases where' the cluantit';~ of material taken from the rP~;ul:ar cut- , tings shall not be sufficient to form the requisite Pmuaz2-aTlent, the deficiency shah. be supplied by taking ~:atsrial from c.u1;t;.ngs within or without the r~.ght-of-mray, at such places as the F~ngineer may direct, _., . _ ._ . ~ ~~ ~gs~e cad ,~~~ ~ ~; ~~~ ~~ ~~~"~ :~ ~` .~~~ ° ~ "~, ~' `, ~^ pr TOi11 a.n °n~a~' e1T!erlfi c*7. tt1° ~ 8~-? ~~~.~.i ^l7f t A.'..~!;:~ ~ LCi~'~l"~.Es '~C,1,:1~.~i. i "~ G-':, ~:nifo:m7.y oc; r.;~., ;r ~~'.J~YI Si~.F:. iJf ~h.e ~..,:n.; a, .c ,Q.E; ~wc:.. ".~:; 1" ~:XG3Yat'.;On ^.... ~.1..:'. t?c Semis sY~~l~. be dr_ es:~e~. tv ~;zcii ~,~_;_~;^Q~ ~~ i~^.::, Fr~~ i .. may require; ,.°~:~-',~.~:, '~Y;~a,t if the cor..t~.:~o,~~tcr :;r~w~_1 r,~,•u_ ~w~;~ea sr~c.~. e~.ca~;•atic:n :"~'~' ~~ ~~;=± ~~:. of tale Enginef,:~ bef0~° vui.~.enin~: t.::4e~ ~•:~,u F y ~].'.'. c~1a~..J. I'B:.:E':..'!?(.' {:v~' ~.~.~.Lvfi~i.71a Z,Y1.e ~itiC;QI~.7 i~i.1'1° ~ciU.^vP CiQL'1b~ii}`y~".'~Q:l. '.~' i;~''.£; ~:.Aab,?eu:: f":,V de.>eTri ~~.1.A antl. I e~ ~C'1~.'U.ie r.~.ax~:ow ~~a'a.~~ s ~=:r~~~•il be so~.~.~;o i-,ed, wits ~itcho.7 and dra~.rzec~. u~:, t:r7.o xa~.ra,Z~p~t; x~.tta~a; o,at.et. Side siOp:3S Ur' bcrrov~r pats on th ~~ :,°i~;'•lt-- of.-way shall ~Je tkl^ carne e~s a;3ed ~~ii tr^ rocs'-,ect~.c~n cr: ~-dja:~r~.n.~; ro~'~cibed. A berm cf xlot leis f;i~l~.~tl :~i~. ;~) ;°." ~~~, s.rA ~avidurl shei.l urn lef ~ betweerl +~he ::Lope ata..Ka.~ of t,~r~e ;~.Lan'_~ment and the ed~a cif the borr.ovsr pa.t;, ar..d a n~'T'L"i 41 rlh~. less 'rh~,::~ i.~,w~ (~) feet s'r~~?.11 be lest betweP~l f;he o~.~.sidE yinpe of. tree bu~l.?'ov~t it a~rlc~. the r'ight--of~wa;y Nine. mYle berrrl mu;;t; c;r~~r,.ti.i.s~~ o'F ~~r.igi al. uxlr.'~^ca:~eri ~;:C°()t:~7~.C~., ~ri. J.onl~ F~:~cava,t:i~arl tre corltxact-ra~ ;~1~a1. :~e r~;r,aixec~ ~~a ~:~c=~~ate J; u,Cl ~ ' 1 -, •h -, ~° ~ ~" ~r,~;.E-,;~ i~ .1. lip :ith T.:~• ~61.:;.3.:i ,.~ ,~ ~o~ ~:lui es ..1E°1: •,~ :Y1 E:' ~~,aCa and .,C ~tJ' ~:v. ?.~Jp~Ov'fsC?. by ~rlt~ ~n~iT1eAL ? t':~ l1lA^ .~.a~.f3 ~L.t~!~. !`'"'Gt~il ~17,.~,:1"y"•,7A^.~ w'i~..l '?e Tna;'~,e 4C "~~.r' :,c~.~t;~',~,.~ :r,. , c.:a.c, Cr,:1l;:i'a,.~ ~.~:;1,•..~, ~ ~,_ .. :~:,7i~~~?'a,t:i.G~t. an!~. "r7^x rove' : ~t ne<.~~> :,ary tlL~ .~:U~~':i;,tt ;.rra~~e,r .._.. ,.'~~,r 1'i2„ L° `:~ :;.?, . . ~ ~z ~~Drur~ev'er :~~~ ,;.,,.~A~,,--a~ w=,y~ i:; cx~c,,~ea'. ,; ; ., ~.~~ ~ ~. ,ra,~.t ~a?,~.v, c.ammo~.icus v'•s il~.~w ~.<•, ~. ~,,, ,~.,_a.. ,~ .1 ~ ,~, -- -a,i„ w~r?ldti,.on 1~~x ~x~n! ~~li 4%~~F.~i i~'Yr n~. rM j'1>~f~' ~:~ ~c r'~: '~i~.7 ~'~u'.. 1~~:-;e. :..;iLl.n 'L ~.:.. .. .i 7'. ~, '.rXdl t~llyy~jh. .La~~.T ~trily 1V1~'f~r~.,'.;• t.(~.Z: .i.l~.'•.iJ~ ~r ei~ :1.~~~.'1 Gr ~ "a' 4.' .Lz .'. ~;. .~ ~' l :.. 1'1.1 ~7 -:i, k.iu :'•1.~ tearpo:day f:~'a-.;~e.: ~,., ..i~..1~. ~ r,c..,~ „ pct , $, ~ 1 7 ~ , y, ~ i' f?'~ ~ "; c~'. £?. ~';1 ~ : r21A .'~'~i .T• ~ ~"+ 7.'~}1 ~` i1... ~3 c~xo r,; ~,i:i. e,ic..Ci~ ~t ~ es._;. :'t.n ; o. sped:°.:.c~:~,;?.c~n. ;°ril~ ~n r~~:~~~~~F~c;, °~c~ 'i,rf~, v~.t~:~ _ ..:~' C"ur t:r.^ c±nr; r t~'Ct'"'.71 Ci.:~.::'EJC:•'~f.:~ }.) ~ ~Xi.:, ~„1~:, i. E.c'~:i ~ ~"iii. i L l~.G'YJU ~ 1.~': O;t1 ':iY1.e E; 1.d.U Q... ui~~ C?~...g 4~:-" i:ti'~ .,l'.1 C"J~ E'. J, .Au ~r.. .i..t..~ ~'.~ ~i,.~:' ;JE:• ~ iwTiQr ~..a' P "' C;~i uti~.c`t~; ~11~: ~' TX~~Zi' C':i.•.:":;~c`:,~:G'; ;iid~. .~1. .1. Ti: ~U r~.ebi~,3a ~, a:i.~ a wl,U"il c.J~ :~";) ., , f~Oli7.~; tilE;~r r','j.ca.L_~_ CI.E:;~C)'.:ii"+~ 1.Cic lipri~::~. _'^G~'~,i).~!Y'or7, ~~':j' E£:C?~°:1ix:L;E'.I'.'~;-, "t";~?." cedGlili'1C)ncu.i. I1.LLTY1~'>;?:t' r5~ C"U.~" ~ J=~x3°. ;?t; E~:rCC:£:~••.';c:.:;:4i.~T; ..;F?`;j,123.~:E?(.~. ';,"ii :t:0.'.'tL.:yll~ _.. h ._ such smb~anl,.ment ~:.~.=. be a:~lowed and n~id f;x. 411 stale ar x4o ex~a~rated and ep.;~a Ued as abo~ e tc~~et~rier jai. ~,~ t~'=~~.. ~ ~. ,~ .: ,' ,~ ~ fra~~ the l~.ta° ,:f the road, shall kie the prnper~~v of tae vF~~.~ a~>' dr~~. the eontractcr vr:.ll ae held. respansibl.e fog 1 ~s safe kee~~ing u~~t~: remgved by ;the proper autl~rity, or until the.- contra-;t i s cam~Jle teci. ~~. CTJL~~E`RTS. Culy'exts are to be of .metal, concrete and cf v~rccd ~: s ~~hc,~wn on the profile . The metal culverts are to be conUtructed of galvanised corrugated mete~7., of a perQentage of at least 99.0 pure iron, axed of a design and make approved by the Engineer. Log culverts shall be built of sound cedar logs not less than l6 feet in lengti~, not less than 12 inches in diameter. w'it:n. tip; i.ogs at intervals of eig:nt feet and between all courses, properly tics uvhed into the face of the log ;;.tending across the full width of tre embankment, and anchored ~ri~ere necessary. Co~rering to consist of cedax slabs at least sa.x niches ~n th;~,~,kr,ess and. extending across and wt- right angles to 'the s'icYe lags ~ G~.~g cul~t°erts to be cunstx'ucted and. t~e17_ dri:~'ti-bolted '~c;~°tr.er as ~?:LOV~n ..o.J~ 'the ~1ans £urna.snE:.~ b`y the Engineer . ~~, CC?~C~~ETF_Pl'z=~~;_ concrete ~;;spe must ti„ ~ ~.<,.rse, wac~th an~i ~:ee S ~" Vr~ v'~•;~a:_ e}lc~`v yY~.:l1~.;:~. ?s.s%'~~cy';'.~: :L :a c; r7;~`t?~~~'~"~l, zt Sha;.1 be ~~ixed zn tYle px~.~~?ax't:,x.a :a,~' 4ne ~L) r,~,r~'~ ~'°..rti M<ar.J. ae~~ent, two ~Z) . ~~~~ ~ ;-.. :C~, ~~.~n ~,ea graved,; or .parts sand ._.r..-.~ a,.e .k::, _~+~s•-•Y~a`.,L';~ wi•-:a., ~, x~ '~ .~ ,_.~ one (1) part Tt-,,~-;.~ ~.tL ~~ r,,,m.~.i~ ~~~..~:~ ~~hr,-~~-~ s',>) ~a.~° L,;~ .:` ;Yap°rly gxaded ~- ~ kl.c',:L f ~~ ~, ~' 2 ; `.:~ :.~ ~; dc~~:~,r~ to one hundred sand, xanr;:.ng ~,~ .;i~..; ~,x',.:.,, `1r.e-~ (lOQ) ~a:asiz t~o tnF~ a.~.c~;~, t~c,xaughiy mi ~.e~d ~r.zc? t'~:r:x' >d. .~.7;.'~,o .~oxms . ~A ry ~ . a.. ' ,-y # ~'~ 9 F~..unus w ~.6t~; ~.~09, by Mater~.al ~YJa~,~. "~.i.f '~'`'1~.. 6,C,~ lit~.~i iS' NB~:C~~.~::lA.v a11s7'X.;~«, ,J- ~ 9 r the ~.~ierican r,~,:.~:t;~ ~:c_: r~:~:ti~ig ~cL~F~:~"1.a~.B ~ ~'r,~:t. ~.i~.~s of U:pe .shall riot be leas tiri~T1 ~;Y!-=.Lv ~tJ'~`J7~'?. ~?:1 t+~llt' y"'•`i~.0i17`tti~-rC'~:~iJ.!.f~ ra:i dl}11.^3n~i01~.SI Y° rr L~ -y ; ~,. c, ca , `~ G l l'. Ci .l "~i s7 V r' x...~'1':i i~C~ ~ . ~' -, !V l~ ~' ~~ rp C 1~ f1 .~ ~ 5 r ' ~~ ~ 1t ..x ~ n. , ~ ~1 f1 .~.ry 17 :~ ^T ~ r.V~ e gyn. or: e~/ ,r. ti au ..~ ne a..:4.., ~. ~._ .. .. - ~ ~ -- • ~ :;~ . aCa'ez°ci:e,nc`i Y`.~a. i'.~t.~... ~~~ ~~ i'~i~~~a,e~ }~-,.'~i.`.11v o~~. : ~t~ ~_•: ~ 7.-.~'~~a..hZ~ ~a~~~.di.. :Y'-~C:` ~:~~.,;4. ~.: -~' y~T ~, 'e, . . ~ ..Ny. ` and sizes : ~ -~~:~. ~i~~~1I `'ri :~,i 1:CvJ!`c:::(tli;:lt - i1-iI iYlvaLi. '~= ~~`~.;i.c'~ilp;ll~ ~;1" '^i.E'•:d . . ' 12 :~~~;r~.~„ ~'o xeinforcement . s <<~ 4' ~~,,a.nimum weight .; ~ T.,Y;a . per. sg. •, a::- . ~'.~, s+ 11 iT ~ Z,c tl It tr ,~ ~~ .r TT rt ~.C n n ~~ n J~ F7 Tt It ~O J H it 1t 41 4~ It n n 60 n u n 4T ~F8` T n n .60 n n TT n ~'o:lnts of ~~re rei.nforced concrete pipe shall be of the lc•ci~ join; type, o:~ rutt *ype, wits. posita.~se connection between se%t'~.ons of pipc..• Joi.n"%-~ ^•"a-! ti ?;e thoxough~-S ~'ee.le~. u¢~th a aortal. ce~iposea Of ~n.e ~;_1 ~:.~~.•± Po:r~`:~.a.~~?. Li E:LTiBrit an:~ n,,~ (, s.) ;ter; s~..nci• 1i Ji. ~~i~,~+ ~~~i ,~l ,.~C 4'~..~:~ +r ~,~ ~.t.. l~.i .2... ~,.y _.:~ ' .. i'? `~,~ ~'J•~ll (.1G~VC11 ~Yi~ .1 ~,. Vt) A/?I ~rA t= ~~~~ ~, :~4 ^~I ~ .~.r 'Lvv ..~y ~,J,~.(i~l.; g~r(~. ~L v' C .r. SIL A7J ~J .1"~~.1. 4~1,.~ wltLl 7 ~~t7.-~.1 oa ',t.~ Ys t, 1.-,.• :~:: _.a t'-mil tj. r.4 i.,~ I~hC7 .~~;,~a~n..... ~y" ~.F. S;n ~~]. G~u 'lAll~_ ~•~~:~.~.•_,`o~:;c~~~ ti:~oxz. ,'~. _ =~ tti.r; ~::: = ..~ ,'°.~. ~>:;. "n~,. ~,rencr. sl:~.a~t b; '~s.ok- `i:i.'1 ~ ~T~:,, i ~:L..,', ~'. :r '~i?',E,.: ;:. t: ~. ', ~!;'. ?Y~:. ~ .w ~.u ? , ~~n~'. tr,arU ~tgYl~.y ry,~..r•A ~},~ ~~~~"..; ,.: `. ' "."c. l,.;.'~l. .•':~... C''~~ •.:~.~.a` .... u ~.J~.'.. .'~s: .i. ..~:5v'C~~,,L 1.aci ~ ~ 1.11.'...~.»ill..P, ti, i,ri.. < < ..i.i•_ 1.,,4,17" , .: E ~..~='::~.. ~ „ ~ ~' ..'• .. ; ii.'i ~ .,._~.,.~.:.~1~~ and yC~'-~... lA 7 1~ .1t ''• ~ ~ ~, y1' ;, i. ~.. . :°' .. ti L~ ~~~~~ `: 4:. '.'. ,` .. - .. ... .. .e.,, ~i ~ ,~ ` J ~i *` }' n :..1~.' ~. ~;+ y3~r., ~ ~ c ~L'I~~:~Y~i~l._ -1.1~__ ._T.r~.. ~"•.... ~.w_i. +~J.Y,:';J~ .~• t•J.~~...a• .. .. ~'~..?}.vt.' i.:~ t, :t;u-,"Jt~.H ~ WO'"'~:., U'l i(~~•... 8~'~ix~;l ..... v ti,i__ ~ .i. r, ... ~ .., 'S '-1:.<a~~_. l `. .. ..'?i_•al n~,~. ~.A,y .~~U • rT, ~ 1 F• i; OY.';..,u1.Ci'."1 .'_: ~ ~'':' '.e,.Xf,.,?' %... ~.,.'iFl• c:T:._ :.~. E..'. .Zicb ~f d ~ " :c• !.:tit '±(?.c c7 . vlr%?.j]l''~e U:~..`J.G~% -;C'. L?.."r,::c,~tAL:,U'. ~`:Z3.Ci''~S :~,,T.';~. ~~.t.~ ~ :';~Z'z ~iC". .~:.i.,. :JC JT'~,,i~`=w~<'.... Y)y .~j,E% ~.~%~~' % ~:;°J~ rti..~~+,°;.1, a li;'c'~.-'tAk ;, c"'„Zl~:. i ~ .. h,-I' ~~• r, ~J(.' ,,,.(,( ^ .~"r"~. r~U~~(.~. •~,~- ~ea.sure s}~11..~e ~~••~ •.; . epee t~f a1.1. 1~:~`y/Urr~~er; ~iro~ Hewed timber may be'substituted for sawed timber, subject to ~t`~e approval of the engineer, and shall be of cxoss section equal to that as shown for sawed timber in plans, exclusive of sap or wanes. Allow- - ante will be made per ~H. B. ~i, for hewed timber in accordance with dimensions shown on plans for the sawed timber it replaces, at contract price per ~C. B, M. for timber and plank in plane. Guard rail on and around culverts shall be estimated by the linear foot of guard rail in place, and the contract price per' linear foot shall include alI necessary digging and back-filling fox posts, on embankment and at end of bridges, and painting post and xails with two coats. of white lead and oil. All timber structures shall be built in conformity with plans to be furnished by the engineer. 7• G~ ~ e gravel surfacing of feet in width and inches deep, shall be comp of gravel of hard ~~ial material ranging in size up to two (2) inches-~ ameter, in greater dimen- sion. Same shall in no e~se~cont~in~any perishable Trial whatevex, and not to exc ~ wenty (20) per cents loam, or other binding Gravel so furnished, to be measured on the grade. ~• FORCE ACCOUNT. No farce aGCOUnt bills will be allowed, unless upon written order, signed by the County Engineer, pr~hor to perform-- anbe of work, Force account work will be paid for at the actual coat, plus ten per cent {10°0); no charge shall be made for the use of equipment or overhead expense. The amount and cost of such extra woxk shall be computed by the County Engineer and the amount certified to by him shall be final and conclusive and binding upon the Contractor.. Bills for matexial and supplies incurred in this class of work will be allowed to contractor upon receipt of original, receipted bills, appxoved by the engineex and attached to~staterrient of labor. _$_ __ _ _ ~ __ - _ --- ~._ ~... - . ' 9• HAS PLACED RIPRAP: Shall consist of stone of dimensions as nearly rectangular as possible, sixty (60} per cent of which shall have a volume not lees than one (l) cubic foot. Tt shall be laid down by hand on prepared slopes of .such embankment as may be designated, and to such thickness as may be ordered by the engineer. Riprap shall be started at the toe of the embankment by digging a trench and placing a course of the largest stones therein. As far as practicable the ,size of the stone shall decrease from the bottom to the top of the riprap. Each tone shall be so placed that it shall rest on the slope pf the embankment, and not wholly on the st-one below, and it shall be thoroughly ha,m~ered or driven into its place. The outer dace of all hand planed riprap shall be me,~.e as smooth as the shape and size of the stone will ~aermt. The contract price per cubic hard of riprap will include furnie;hiug of stcne by the contx~otor. ~h,erevex material, for riprap 3s taken from a out in the road, no ©vexhaul shall be all©wad~ and 1~ by ~~et~~ a~° ~~g~opr~,at; .~h roak f4~r ri~-ralP 1~'~s~~s:r ~x ,~' ., e~.ope ~I~ t~ .~~~ ~e ~e=e~l~~es prev3doc3 fe~e~ s erx~ge off' ~-iir er~,e.l fox embankment purposes results, the contractor shall pleas amount of embankment equj.valent to volume of stone used in riprap or elope wall or masonry, at his own expense. l0. SLOPE WALL; Slope walls shall be constructed at such places as may be required by the engineer. No stone less than six (6} inches in thickness or less than (1) aubic foot in volume shall be used in the body of the wall, although smaller stones may be used to fill interstices. A11 stone shall be laid flat and on its natural bed. Proper care shall be exercised to secure bond, and correct pro- portion of headers and stretchers. General dimensions of slope wall shall be such that with the sum of the front and rear batters equal to two (2) inches 3n twelve (12) inches, the width of the base shall not be less than one-third (1/3) of the height. Tn no case shall the width of the top be less than eighteen (1~} inches. The course of . bottom slope gall sha12 be laid in a specially prepared trench. ~.. of the plans f~.rnishwd by the engineer. 11. U3B~LE S~ All xubble~ m~3~n~~'~ ~omPr~,s~tn~ bridge abutments, ve~ical and battered wa13s ~~~. A~t~~'e~tsr. efic• shall be : Gent and laid 3, tla~. cement mortar composed cs~' e ,. _. ~ ~.c~Qp~~~. Aug- two (~) past ~:' nd mater~.a~.s tQ AA, ~+~?~ to ~~~~~;~ .:~A...> ter~.ais, Sand ust 6th, l ~ .t~ by the Amexican Society for Yeasting ani cement p. be mined thorqughly ' ~a~ tni~~ ~~°~~ ~~,,~ve~. in a .., a . water, which ~~~. ~+~ ~ . s.d~ . 31y ~p morts.~ bAx, ~~ riding avoid wash, ~ cement away from the sand; Tb~ ~~~~~t~~~ a~ mortal ~. made at each A~ shall be no greater ths.n w~,l~. ~~ .~~ed ~:~ thirty.. (30) minutes afte ,~~ag beginning to mix with vaate~, ~ ~cx~a~ has be- d,, ~, gun to set b~ ~ using, it shall not be ~c~rt~m~e~~~ but ~l~~,ll be' thrown ta.y# ;~ y ,~~e used in masonxy shah ~~ C1,e~~,~ ~c~'~~d~ Flat bed- ded stone. ~~' ~ted stone shall be used at a~,~, s.~gl~~~ e~ 4~ wall and co ~n more than one-fourth ~~./4) of the ~tax~e ~ba11 be less F~ g• than one (~.~ t thick, and no stone sh~11 be~l~s ~a~ ~~~ (~) inch- ,~ es thick or abed area less than +~n~ ~~.~ scl~a~Q ~~o~~ A11 ... stones used ~e face shall have a length ~c~ua~ t~ ~~ ~a~~ two and ~; a: one-ha3f (~~-..~ times the rise, and a v~idth of at ~~~~'~ ~}~~#~ (9) inch- es,Headaxs s~~~., foxm at least one-.fourth (~./4) ~~ the ~a~~~-a and when k ' .,' wall is less ~. three (3) feet in thickness 1~9~.dexs sha~.~ extend =.; . through. ~q~ ~f all stones in face, hurt: and. hack sha~.~, be at least s~.x (6~ Ches, and ~aintsz_ both horizontal. and vext~,Cal, shall average not m~~~ than one (1) inch. Walls ~ha~.~. be ~.evslecl up and coursed long. ~ ~ ~x~ally at every three ;~,.3) feet ~n heigh~t~. A11 rubble masonry w~l~~ I1 be finished with coping A~ ~~~-ect~d stone,. not less than say ~ inches thick well sciua~ed on pints, beds and fac.es• ~ w rk al . masonry sha~.~. be n completion of stone o. , ~ . p0inteci wzth mortar composed of one (1,) ~ past ~'ort3.and ~~ment and L` •_ ~. .. .. ,. .. ~ ._ _ ,.,_ W ......... ..... ..... _... ,- .. Contract price for rtzbb2~ m~so~ry will ixiciu a urn~~•. ~ ng of stone an3 •zaaterials. l~uxr~1C smnry' w311 be estimate:. as the ti~ol- ume included between the lines of the plans as furnshe~~ by the engi- need. ~.2, ~~ONCRETE. Concrete shall. conprise ,.first-cls.s5 concrete, second-class c~~ncxete and rubble concrete. ~'~rst-class concrete shall be mixed in the proportion of Qne ~~~,.~ park Cortland cement, twt~ (2) parts sand, €our ~4) parts bxvken stone or ~rs,~t.el, Seoond-class concrete shall be ~tix~ed ~.~. '~~e ~~flport~ion ~f one '(~~ p~~t P+~~'~~: cement, three ~~) paste rite.,. fiV~ {~) parts broken stage o~ g~ave~; Rubble co~.~rete 'sha~.~ ab~~st of sec•onc~». a1as~ ~taa~~~~ 3.~p ~~ war in which 7.e,r~e ~aJCk are 3mla~edd~~., each rock b(~g, entr~2~' ~rq't~rided by the can:~~ete a.n,d. separat~e~ at lit sig. lh~~ fxs~~i ash other and. from the f~.ce of ~~~ forms. In ~i~~ d~r~ •+~ ~~ barx~e~. of cemem~ +~ha1~. be ~a2t~~ as e~a:~a~st `~~ ~~~:~ a~r~ eit.'teriths ~3~~~ pubic feet. dement shall be Po~"~ ''~ ~ a ~rr~r~c~. ap~ro'~'; by ~~gm:~r ,Q~ss~~~, cou~a~r~;a~~ in ~'~: !~ 'the ~~eafi'~ri~i adopted Au~t~ `~~~~~2~ 190, b~ t~s Ameri+~ piety fog ~est~. ~aterials~ Bch ~hpmszlt S'~ia.$~. ire s~~~~~t a ;x~egid inspection -arid samples shill h~ taken by t.~,e ~;~~neer, ~'t owe ~n delivery, from at least eery tenth. ~rr.e~, s~•~d fQarded to the I~gh~ay Cammis~~.aner. Prov~.si~:n ~~.~. b~e made h~ t~e~ ~~~,traCtar far storing Geme~t ~,~ a d~'~ ~la~ey Bch e2~~;~nt and ca,r lc~t be?.ng stored sep-- a:rat~e~,y. Anal ~emer~t ~.~i~h he:e~ ~r~en ~e~ected ax damaged ~.n storing sha3.l be :mmediate?R,'Ys~~'ed `ream 'the w~o~`l~ at the expen~~ of the con- traCtdT. end ~t"~.lbe ~~~ ~, ~E3a+~, or a mixture of coarse a ~:~. xai~-s with the oc~a~e~ ~~~ p~^m,nating, free: from c~aY, broken erne abal~ ~. ~ pieces of hard and durable ~~~k end shall: be. fires from s~~~,. far c~~~t. Siz.e shall be such that it wild pass tx~av~ a twc~ and ~~.~ (~-I,/2~ inch rind and -11-= ,. ned an a one-hal to secure a Minimum of voids. inch ring; aria. tnrzl~ grade batiw°er Gravel shall be composed o~~ :lean pebt~les; a a:e:~ ~:r.or~~ sticks and other foreign matter, and containing no clay cx other materials adhe~.r..g to the pebbles in such quantity that :~t cannot be lightly brtisho~.. off with the hand or removed by dipping ~n hater. It shall be scx°eenecl to remove the sand, and be of such a size that part~.cles wi~.l pass through a two and one--half (22) inch ring and be retained on a one-half (2) inch ring, and well graded between limits so as to secure a minimum of voids. gavel shall be washed if requir- by the engineer. P~SXING, Approved mixing machinery may be used. Hand mixing shall be done as follows; The 4ontractc,r shall provide water tight platforms, of an approved site €~nd form. The sand and cement, each in its proper proportion, shall, be thoroughly mixed dry. Enough water shall then be added to make a p~,astc mcsrtar. After the M©rtar has been brought tt~ the pr~iper consistency, the broken sto7le, having previously beuz2 drenched. with water, shall be added, The mass shall then be turned wit~i scvels at .east three (3 ) times,,. adding more c~vater from time to time; until the mixture is plas~ tic and quakes under the blow of 'the tamper. the concrete thus prepared shall be deposited in the forms xn un~,~or~ layers, of such thickness that it can be sneorporated with the one previously laid. It sha]:1 be so canveyeu. a~y^~7 placed that ~~~ere aYaa13 b~ no distinct separation of the differE.:~y, ingredients. E~,~h l.s.yer shall be tamped with iron-shod tamping bars weighing not less tYia~i eight pounds. The faces against the fords shall be well spaded t~ give a smooth even surfaae when forms are removed. A13 °~ortar Arid cor~cret-e ~Yiall b~ us~ct v~h31e fr~sYi and before it has been ~~~t. AY~y mortar ar concrete that s ken an initial set shall be rztraved from the m~x'ing boards, and not used ~n the work.. ~o re-te~mp- eriz~g of mortax or concrete sl~all_ be allowed. --12- . ,F ready .set, pr~ecautaon shall be taken ~`~~ scc,~wxe s. ;'.?"f ~c+. bondiu ~ b;; cleaning, way-•hi~zg and roughening the °acu:~'r ~- ~ -r.•ea;l.;% ; ~., p1Gce, :;.1~.~?. by a sprinkling of ne~a cement 1 iberally over_ ~;he oZd .face~~ , F111 ~or.mc siZa11 be set true to the lir.~.~~~~ :c.~~i~::r~~-tee., ~.n.d the inter=s or s~-~-~,n~, and d.:rren; ions shall be such ~~rat the :~ :~r~~.sr..ec~ co~z-. crate sr.a.ll. co`~.~:~c~ide exaci~l~r :~a.th the plans of the stru~;tux ~. No con-- c;rFte shall Yee ;oaured ari ~i:i tiie forms have ueen cr.ecked by the engines ear. Forms shal.i ~>e built wa.th surfaced lumber., anu shall be oiled, ~ if xequired by the engineer. Falsework, centers or forms shall not . be removed until written consent of engineer to such removal is ob- twined. - , After removal of or~V,s, all concrete shall_ show a smooth, dense face.. The required ~:inisl~ shall be ~~btained by the use of a flz~~t and water and rubbing down ixregularities in the face. ~o plastering of any surface wa.1l be allowed. Any concrete which is por-~ ous or vcllich has been ~~lastered shall be removed at the expense of the co ntractor.;~ The top surfacE~ of structures shall be formed of mortar of the same proportions a,x~c:+. of the same quality of cement and sand as that which forms the matr~.x of the concrete, and shall be ,finished by cutting of.f the ex~;ess ~Ritr, a str.~,ight edge and rubbing the surfe~oe until. smooth. Con~;rete shall not be Maid in running w~=~~t,er . r1oa~ shall it ~.. be laid ~:n still -,~atex, nor exposed to the action o.f z~a,1;A:.;~ before it ~•. 1~ set, except with special written permission of t?.ze. ~--:r~gineer; and thew, in such a manner, and with the use of such spec:?.~.1 equipment as the engineer shall direct. Concrete shall not be l.e,';a in freezing t~a~~~ weather without special permission and special instructions from. the engineer In hot weather, concrete shall be covered with canvas, grass,' weeds or otherwise protected from the sun, and shall, be wret down until thoroughly set, Concrete will be paid for at the cb~:t`~act ~ri.ce foY~ the _13_ _ r ~; ti... c; : ........~.~,,~.. ilme contained. v~~=it:l'.1~ tf.C X)laris fu:t?7L1:,f1'.::~ :.y ~tl:: ,^:": f.n~,:~'. °!U';t'"?Ct pxiCe LYlll J.::;..~.1':('~E .turrla shir~g~.1.1 Y".u. ~;. ~'!.'.'..i c. 1~.r :%'~.iL:I'..`i::, ti::'~i a.~-~~. material ~n~. ! ~~7_?r i.iiC%i(henl ^'7- t0 , u%C~T1v~='.i.~^.~ ~;...On U~ ~.C~r~!.a s G.Y: J_"~ 17-:.~, 4°r~ ~t piling, eon~~ ~_t°,~. * ~ oYi ;,~ i' c~°~ffer.dc.ms, t1iv~~r8,_ ,n °~f st,-!~~~.:._~;~ s .~:;,a ',,:,~_ 1°~!~ce. Al.. .5S':: .~'~1.',:":~5 :C~.._,. TOU:Cldat].t~n pits V1~..i.~. i~° al_~yoVa°-'? c?ir'ia %~t:L221-. atE3''ti ~. ~ 8.x!':. ~'_, `~ :,~";'~! ~ ac~ ~;F , `' ; v'a~.'rl .~%i ;:;arctigz'apr_ ` 7x. ~Y'~~.;E ~l"Jev:,_.. 1.~'.aL3,On lj.. STRuuVu~~'~"i,_~1'L~i~'~;_SH?.~~F~, ~'xc;~,pt ~.s o+~,rrwise prov.deci l~~c- n o n'*, i' ~°„ ~ •,_, c,.g.nel '"1 r, ,. ',r'~,].l '~e medila~~ ,,~~ thE:o~. Sp~C~flti~~ l..in:~; 5 L ..G't; ],:' ~... ~ v,,, ~~ ~;. c.~"". ~« steel, made by the acid ~:~r basis open hearth process, and shall be uniform in character, Finisc~.e~~. ms,ter~.wl sr.a7.1 be clean, smoot7i, straight, true to shape, of ~,fi~cikmanlil~e finish and free from defects, fracture must show a iin~.f'~~rm :f`:~ne gx°~~.in ,~f blue steel gray ~~olor, entirely free +'r.orrA a fitly '1~zs~~rF or a blackish cast. Z--beams ~a.nc' st~.ruetural shap;,s shat:].. be t:hox°oughly clear..ed of ali. `:t_oo;e c,c2~~.e, rust and ~.i.rt be~are going ini:•o the cork. If not pro teet~.;d b~~ ~~onc;rc;~~e, contract ~priee per. pound of s~~eel shall include paintings two costs of standard p?.gments and linseed oil . 14, I-~EIN?+'GRCIiJ~~:~ BARS : A].7. steel used in reinforced concre to shall be ce•.td ~~wisted or corrizgated, of dimensions as shown on plan They shall have ar ~,~ltim~ie tensi.~.e strength ~f j5,000 to 70,000 pounds per square inch, and an. ~? astio lirr:~t of :z°~ ~; ~'~<;ss than or_e-- half of the u7_t~~natE~• strer~gtxz. Bas°s shal"~, be thoro°ughly ol?an.ed :end rAe from pair~t and rust scale before go~.ng ir..~'r,~c ~L'hc~ 1Rior~~. steel rods izsecl for :~E;infoxceu conorete vain be nai3 for at the unit price named in the contract per 1~ound o:r steel in place and will include bending, placing and all other ~_r.,.cidental work.. 15, EXPANDED_ METAL t~ Expanded metal sham. be used where called for on the plans, and shall be of weight and size of mesh as indicated thereon. Material shall be of medium step. Price per -~. ~-~ square foot of exl~~nded metal ~:~i1i_ : i~.c~l_ud~ ~.:~ __ nec;asss.ry ben~.irg. cutting and placing 16. P'I:aE RAIL : The pipe for .~-ip~~ r~~,il~.ng shah. b^ :,~~an- lard one and one-half (1-1/2) inch wrought iron pipe, smooch =A.:~~~. round. A11 fittings and connections shall be of th.v sl her, c~-ry t~y~o , Price per lineal foot of pipe ~nTill include furnishing of pcs"~~~~ ~':cl fittings, cast iron foot pieces, and two coats of linseed c~ -.~< <..~.i-r..t; as shown on plans.. 17, PILES AND PILE DRIVING: .,Piles, whethex in foundations trestle work or pile bridges, shall be straight, of good, sound qual- ity, first growth, winter cut fir or cedar, as the engineer shall designate, not less than eight (~) inches in diameter at the s:nall- er .end and not less than 12 inches at the butt end, and of such lengths as the engineer may requixe. They shall be measured by the linear foot after they are driven and cut off to receive the super- structure, and the price per linear foor shall be understood to cover the expense of driving, cutting off, removing the bark from the part above the ground, and all other labor and material required in the performance of the work; but that portion of each pile cut off shall be estimated and paid for 'oy the linear foor as "piling ~~ut off", Piles shall be driven to such lengths and to such penetration as the engineer may requi-ce ~ All pilee shall be cal ~.~ed or ringed. during driving to prevF~r~.t broomin~;, :i:?: required by the e~n.gir.eer l~.C~'Ii-i~?'~~ : T:~~~uer cribbing shal'_ be 'su°_~.± of tiound, straight logs of .~~o~ best ka.nd of timber at hand. ^'~~=. ~s°~•tik sha~.l by peeled from logs b<='~.re pJ.acing them in the c;ribb.i.n~;;. gGhere ,ribbing is placed on eaa: ~,~L fo~irldai,ion, tYl~: :,_ou~.~r course of logs shall be laid upon mudsills, wh~.ch s:"~a~1 not be less feet in 1~~n~th 12 inches thic_ than three (3) ~~.sh.es- ~} k,/with a twelve '~i2) ~r_uh face, arua. placed not more than eight (~) feet apart anal su~zk lit the ground so that the top of sill shall 'oe 1eve~. with thy, solid gxc~und. The low- er course of logs sh~11 be notched so that the fla~c• surface shall cast upon each sill any. shall be drift.-',~r~lted with thr~°--rour~~n.s (3 /4; inch _1~_ ......_...,......,,.. .. r.t,.-.... , .v .•."".-^"".^'°'^"!'Y;~.^278!'! r x"'!`41 ~.. .. .... E > _~ drift bolts, ax t~r_din5 at :Lea;,t air: ~.' ~ i.~...~,;s ~_,~.+c. t"rye sil The tc;~: .nurse c~' ~ ogs ~;hai1 :.. ~alte~'. to t..c. cou_r;:,~• b~~ low at interJ~x:~.;~ c)I Fight +~~j feet w.-~'ri t:~lr:,e--f,_,;~~. uno (; ..~.C.i~ ;~ar,ti~t bolts, which ~;ha~l A~~te~zd at least i~erl ;IU - irictzet i~itc '~i1r; ti,~ooriw log. Cribbing shall be built of logs not :?.ess ~tha.:~. ti>~_<: J ; ;.~ ~l6) fees:, in length, and twelve (12) inches- :i.,~~~ diameter at t'r~f srn~~:L"..;;~• sn;;~. and each course of logs shall break joints with the adjaceii~`~~ ~~uys~.s. The crib lags shall 'be held in place by tie logs laid bet~veer~ e~=~uXi course at intervals of not more than eight (~) feet and at right angles with the face pf the- cxibbing:, extending toward. the center of the xoad, and of such length as may be necessary to securely hold the cribbings in p~.ace. The tie logs shall .not tae less than e~i.~ht (~) inches in diameter,, shall extend through the crib timber four (~F) inches clear of the outside of the crib, anal each t.ie timber where the crib ±imber rests upon it shall have a bevel cut to fit e. corresponding cuc in tY,,e crib timbe:x, so that the cr. i'o timbers resting upon it shall b?~~.x upo?:. the crib timber beneath' and there shall be eix{6) .inches c, :;' t>i.ea.r wood on each ~i~.e timber between the bevel cuts, and they shall oe.~.Pt into the crib timbers not lees than three (j) inches. C;i~:~.k~b:~rF: .vii>l rE, estwmated by the linear. ,f_oo?. o.~ .~c:~;s jn. place, includ:~.:°ig '. a.~: :..age, a,r~c?. t?~.F contxact pri.cc. ~nal_ ~`ncluuF~ the furnishing ants ~~ ~,: C`. ~1g aT ~:•' i~~.T ~:>!J..ts, any+. ~.1J 1':.'.., : "'71"~ e~:Ca"i)'at;lon. 15• _:~-.t ~~ GUZI ~,it'~. ~~obble gu~,~~. ~... .~. . ~r~ais o_. rouna- ed "hard heads it _ -, . ~, : ~. r- ~~ c~~: _ ~~:_~~z~.ders . ~ .~..~ ,-~ ti i ~ ~ .~- ° ~~' s t oY~`' a._,.;y be substituted. ahe;ti '- ' ':~e boa:. ~;.1~-) to e r~~~. ~: ~ ~ -r~_~ch~.s in ~ia•moter s 5.~la.l i U''~ 11~/ .~.. 1 n 1, .L.r. a ~G.~J.U ~ •.~.~j 1-.. and shall be sei ~ i,'r ty, 'c~ng~>st iime sial~ .~~,rt-i.c.~~•' .ion, and be well ;~edcaed anc~~ rammeu.. `he larges~u ~~,,`,n.;-; <.~ha'~.~. be selected and set along tho edges cif the gutte~c ; ~"orae c:~:°iall ~~,.o brought to a uniorn~ :surface and laid rrJith clc,~.~o 1o:'.i1~tS ,o 'ul'~2a.ae <.:~a.d Line by skillets Uvorkmerl3 1:Lsing reguls.r pav:~_ng i:~~ a7.s . ~'?:~~:: gut~~~E;a: shall then be thoraug;~zly grouted to ~Nithin or!e•-~~al ~ ; ~ ~ :~.nch of phi: t0~o of the co'oble, ~vi~~h ~, cement mortar compose:. o.f. one `1) ,ti~art ~1~~ . ~ , CQr.~~~~c't pric.B ..~~~:. i:~ttde -max '~~~5"~ ~,~ '~~b~ ~ . t the finished su:~_r'ace of the gutter. 20. COI~TCRFTE GUTTERS; Concrete gutters shall be .~,` indicated on the standard plans, formed to dimensions. Concrete she.J_ be mixed i~z the j roportians of .one {1} part cement, three (3) par L" sarld, a:~d five (5) Harts aggregate. Itdatarials shall conform to the standard,, adopted August 16th, 19Q~, by the Amexican Society for.Testing T:zateri-- als. Duxing pouring, concreta shall be well rammed, until moxtar flushes on the surface. Concrete gutters shall be paid for by the square yard in place, as indicated on plans. Contract price will in~- clude a31 excavation below the surface of the finished gutter. 2l. POROUc TILE; Porous file shall be laid where required by the engineer. A trench shall be excavated your {~) inches below grade of the at ,all points, and back-filled to grade v~•ith clean gravel. The ends of tl~.e file shall be laid. ~,r. close contact., tiovered with a piece of burlap twelve (12) inches square, or by a strip af, burlap six {6) inches wide and long enol:g'~~. ,;n ~vra~; .one and one-half (l~) times around the pipe, giving double thwc:k~i~sC -to the top half. The trench caxrying the ti? e shall then be "oac;k-fi.l~led with grawe~, o.r .other suitable avail~.ble ~n~:~terial, and. tho1o~~ghty tamped. Contract price per foot o.i ti~.e shs,l?. incl~acte azgging and k~a:~-.-i'illing and all all incidentals. 22. VITRIFIED TILE PIPE: ~Jitr;;.fia'. *~? L-= ~'~,11 be double strength, salt glazed, sewer pipe, free frnm ~~.`:.~. c:.F:fec-~s impairing its strength. A trenc7~ shall be excava. fed to ;rid:, arid. line, a.s given by the engineer, or to on? l1) fcot be1.o~T gza~xe, if required, and back filled with gxaTrel o.i other approveu material, and tamped to grade to insure any ~.~nyielding foundation, Particular attention shall be paid to excavating for the bells of the title, to ~~revent the bell from bearing on the foundation. Tile chill bP laid with the bell end up-stream, ana all. joints shall 'ov cemented with Poxtland _~7- ~- ~.~:- yr,k ~~~. - .. <'~-. ..« Ce271G71t TI301"t~:~.:C i^?1:~~e(~. :i.n ~;.'.=~, ~~].'!i~JOr ~~.C+n.;~ O:i' Ga~E'> ~:~. ~ iJc.^- Y'fr C.''~~C r'."c ~: i:~.T1;1 1'V:`~1 (2) party ~an~.. ~acY-file shall. ~,r; thorou~iz:_y ta~1~.~ed a~ i-~, pro~,:~?~;.=_,; i p~.yiri~ par;, 9.c.~~;~i.~~,r :~i~tenti.on to ~oints~ 7'ii.~ vx~. f. be pa.i.d for a~; t~ze corltxa,ct price ;~,,r ~..j.11E:~,r f_oat in plaoer ~.n~;:i~:ding furnishing pipe, cementing ;jonti:: wnc;L ~~ack- illiit;: eX:~c3,z~" Lion W1.L~. ~.~~ eStimci,'~i8~ aT1u al:LaLtiec? c3.t iG;"itY'a~;'~ ;i~:i l.G'e pe:C S- I~unediately 1n adtraaoe of depoeitiag gse-rel, ae ~xr!'~ing material, alt sate and iaegnalitiee is tho subg~t+ade ,e3~a11 be lersled sad filled by dragging the eubgsade ri#h a log dreg or other deride approved by the Ex-gineer. Amy existing ruts lu the eulbgrads vrhoh contaim storm pater shall ba drained ae far ae possible in ad.raace of the dragging shore epeoified. Ii' the eurf~oe material le to bs hauled over the eubgrade, the voatrao~ror shall oanetantlr keep the eubgsade is~ good repi~ir, draining all rote sad shaping the eubgrado by dragging or other mesas ae say bs found necessary in order that the haul e~y tend to oo,~+aot and build up a yirm subgrade. Xn Dees the hauling ie dome over the ®urfacing material already deposited, the surfaoe shall bs dragged as often as ~-.y be dirmoted by the S~~iae~r, filling up all ate that ~y bs osused by the hauling in suoh a way ~s to oA~npact the surfs.oing ~raterial alrs~ady laid as mdoh ae possible. The duality of the gravel tc be used ~'or surfaoin~ sha13 be approved by the ~ngin®sr a~nsi shall oontain suoh a psroentag,~ of clay or other binding matsrie.l as may be dixeoted by the gngineer. A sm~.ll pa~cpsntage of sand ar olay will be allowed ~-ith the grava~Y, but iS, in the opinion of the ~n~inesr, there ie a'a exceee.of suoh fins tsrial, suoh exaees e~11 be screened nut and wasted. gene of the psbblem oampoeing tl~e ~urSaviag mdatsrial ehalZ exoeed ane e.nd one half inohsa is thou largest dimsnsic-ne, and if any ls.rgsr wtones are ~,eposited upon the road, fibey shall bs removed therefrom. by the oontraotor.at hie own expenso. Ar-T stones exceeding one-and one half iaohee iA thoi,r largsa~t dissensions which. are fouz~g upon the eubgrads in adranas of dep~reitiag the surfaoiz7-g material shall tee removed by the oontraotor sad the ooet of removing s~.me shall be iaolutied in the oo~ntraot pride. Th~a eux+4' in aaatsrial eha21 b® de i sd oa he road to a ds t~- ~e~ , o~'~~ ( iaohee and a width o°~~i~r~fect. '1'~1.s epreadln~'~crr~cfior~ shall be doxse as soon as the eur~'s.oing material is dumped and the aaterial sh~.11 be uniforml~- dist~cibuted. the sm~xim^,~ play ooAtent alto*ad shall be fift+saa X15) peroent. Ths iateat of these spsoifioati~ns is to prorAde +~ firm ar-d cell drain.+r~i sulbgrads any! s grerel surface that will paok +~uioltly sad firmly under traffio and vrill not ooutaia annoying hu~aooks or 1~-.rge stop®s. Clay ar ether suitable binding .material shall be a~tdsd is suoh duamtities ae ~y be direotsd by the gngiaser, so that the surfaoing matsria~l will paok firmly under tra~fio, and the ~oatract pride shall include the ooet of plaoi~ag suoh play ar binding material. ~#re.rel will be measured in plane. The Contractor sha3.1 asos=taro for himeel= as to the looality from w-hioh aodeptable surfaoing m~.terial Dan be obtained. ~'' uNTk~:C ~~, ._ This ~!~`_;:ceement, Fntexed into :~:o ~.~C.~~~~'` ari~ti ;:;, r.a~F<,:~ Jefferson Coui..~g a quasi-.nunicipa~ CCi'.x)CNd ~lOn Oz c~~Tid 'va:L'~i;i.'_. ~~;:1-` ~ State of Washington, by its Boaru of Co.n:~issionersthxougr_ t~:;.c u,~~c.o:r- signed chairman thereof as its duly authorized repxesentati~re; on the one pay and hereina t r eferred to as nthe County", and l '~ - { ~ tize other part ana hereinafter xeferxed to as "the Contract,c-~~ ~' ; WITNESSETH: That in consideration of the payments, covenants any ~~.g~~ee-- menu, hereinafter mentioned, to 'oe made and performed by the ~~~.:~~t~.es hereto,, the patties hereto covenant and agree as follows:. ~- I. The Contractor shall do all: vvork, f O J: ~' ~ IN accordance ~,d i t;11 ~,Y1Ca. c~, ~ descr abed iii the a 'urx~ish all ~.nat~~~i.a1. !~ ~2 ,h~,^',. Flails ~ ` men e~ wl Stipulations c,?:i~7. ~~. 'C.'•C'.~.~f. is%~. ~' E:!'~`~ . ~~crtzich B.rE' 11erP,C;~y' .':1aC,'t E' ci. ;JB.-""~' %1a.reof and shall have -~~ . ~~-V ° ^~'~ ~`~ though tl sa~:e `ne:~' fully iTl7prt- ~, i ~. c' !.ii,. c, i C , .. ~~i ed herein, and iii ~'?.L+ ~ coli7p~_ia~e vvitiz the terms, ~,o?.l~~.ition:a a.nc:. stipulations herein set fo~:t`z, wed ,hall erforrn .~~,y xt~~~. wore which may be order- :. as hereir_. plovi ded. II`. TY~~~ ~~oratxactor shall ,provide ~.i1~7. ~..:. (-.~ ~.he expc.n,e~?f all materials, lab~~x .. carria.gF~,, too.lsn imple~neY,.~~~, aii:= convenie~?~.:er and things of eve'Ly desc~°iption that mazy be ~i-.cluiS:'.c;: ~"or the trs.ns- fer of materials and fox constructing and r,o_.1p~_et~.rlg ~che work a.!,ova described. III.' I+, i=; ur..derstood and agreed by anti ?.~etweF;n the partie -1- .. ~. _ ~..:.. ~ ... _ -p-~ .~ hereto that °;hc . 1~ K inelur.cd i.1 uhi., ;c, :, . , ... ~ s ?~~.- ur; c~c~~^ ~.--~~~.°s_ +:7~c.. direction and sup~~:rv'ision ~~.;: the C~n~n ~:~, Enr,~n~ ,r. of ,"T;f fir. sozz „,~u~, ~.~. F ~ffashington, ax of hi - du1.y autho.ri~ Fd :i. ep:~°eUoltai.:.~7 ~ . ~a,rid- ~"~~.~ ~. :~~;; CYP.CIS].Qris O.f. t:il%? `%Oti:~lty Ens .:c?eeY' ~.s vU she tr1Ae ~'O~:iS"t;:,">?C'~~J:a :,C..:~ ;°°_~~: ~-, il.g of. the dld,UGings, speci:iica~c:~.ozzr ar~ci estim«~t;;s ~, ;.~ ~.,u co ~-1'! ~~z ~"- tions arising as •~o the proper performance of the work, ahali ~=~ J.i~~al. It is also under ,~~ood and agreed that such additional dr.~tiwings ~~.zld explanations as may be necessary to detail and illustrate the work are to be furnished by the County Engineer, and the Contractor agrees tc conform to and abide by the same, as far as may be consi.sten"~ with the purpose and intent of the original drawings and specifications: Itl'. Should the Contractor at any time refuse or nPglact to sup, ly a sufficiency of properly skilled workmen, or of ~:~s.teria7. of file proper quality.; or fail ixi any respect to prosecute the woxk vrith promptness and diligence, or f~,i7: in the performance of any of thy; aere:-~ments herein ccntainec~, tine County Engineer shall be a ~~ iw.~°,~ty ~~fter three (~~ days' wri ttei;, notice to i;he Contractor, to provid.~ d7_,. J such i.abor Or ::~~'~:°r:~~_n.~_S ~i1u. '.'~PC3.UCi; tl7.r~ GOS'G ~~ilereOf f7:0i:i any ioO710~j~ then due or thorE`;~~~-c;e:L to '~~eccr.~e dv-~ ~-a the Contr.ac;tor uruer -cn.is c~~ra.- traCtj and if t'":' 'v-~.'~''J'-Zj ~i~~'t~'~11.3~~.iC'I~F,~u-` haJ.1 COi1S7.:~C" "1;i`l::~ s1iCi~ i:'t'•fUSc~.,.'~. neglect or fai~_tii:~F.'. , ,, :~.~1f ~~~°,~.~~t gro,u~.~. f^r s~wcl~ ac1i.,,z-~., th~,~ U~:~,y, ~y wxitten notice; to,~~~in~.~~~;; ~'ZG err~p:icyment of the .~.4~y"~~~a~: ~~; f`~r ai~~ work, and ente-c 1~-~;.^r.. t~~° ,E?re~~~ ~:>es ~~,n:i take po~sessi~;:.l o_: al~~. ~r t,e-ra_als tools and appli~i.nces t1: e: ;~~ee~~, for i~~ie purpose o?' :~~r~,y~~-~_c :: ir~~ ~~he wol•~~ ~~cluded under this; contract, and eml~7.oy, by cantrac c or ot:~.er~~rise, an:;r ti: P m=~ ~~:~ ia,.,, persons or person to fini sh the vrnrl~, and -prUTTi~?e ~ ~ there- for; and i.n cane of suoh discon~inuance of thy; C~~n~-.rac~or . t~.e sl~.a.ll not be entitled to recei~re any further gale.nce of the ~:.,L"tOi.~':1'•~ to be .~aia under this co~tri~c ~~ until tree vrork shall bE f'ul.L~~ 1 in'_sr.ed, ati w'n.~~~t~:~ ._?_.. time, if the unpaid balance /1 ±C1P. ,3,+YtG~ : < ~. i•! %)~, }~ til''~ U:~~t:: ~ '~f~'.o r'~)1;._ tract sha11 exceed th•e expo~~se incl;.rred. ';y the Uou7:ty Cc:~"; ~.s~.c,~~er ~ ,. rinishing the work, ~ such excess ~,'~.all ':~e ~~~, id '~~y tb.~ '.'c-,..~~-:, ;~ ~,<~ t;i~c r_,-~~~,.. :.r~.~rtorbut .f such expense sha~.'i. c;xcee.~. such unpW-~~_ ~::;u'~~a.~.:~.., *;r~a ~~~;: tra~ct~r shall pay the differenc^ rt~o tr~e County Tre~~~~.:.,°^... V. The Contractor agrees to complete all ~:he tivorr~ ce ,_~~. d for under this agreement in all parts and requirements before the day of , 191 , PROVIDED, however, that the County Co:r~missioners shall hava the right, at their aiscretion, to extena the time for completion of said work, 'aut no such extension shall be made unless endorsed hereon in`writing. All requests for an extension of time must be accompanied by an agreement of the surety on the bond. of the Contractor to such extension. And the County hereby reserves the ri~7ht; to acce.~t and make use of any portion of said wcrk before the c;cr~.~~letion of the entire work without invalidating the contract; ~~~ 'r~::Ln d.tixzg itself to wcceL~t the remaindex of the work, or any pc~Nt:.oY~ `~.=~e~.f yvhether completed or not. Vi. Time shall be of the essence of the contract :gin t~"e paxt of the Contractor, and in c~.se the Contractor ah:zi..~ fail Gc paaform, the contract by and at ~th~; tirn4 h:rein rnentio..i°~~, o.~: iuy axxc'. at such other time to which the period of compi etior.. a~~.~ i::a-~rF ~,~ae~x ax~ended, he shall be liable> to pay to Jefferson ~o~~x~.,.,y~ ljl~s.,;;i1.-~~,c;to~? as and for ~.iquidatec~ damages, anc'~ nc;t a.s p:.~1 cy, ~~, , ~ ,ixrl of Dollars t.G ~ ~~or eac~x a°~~c~~. ~v ~~ , ~~.ay why _.. ~.,: ~~i elapse ~Jet'NeBn the a~;~~O1ntF;i r1,T1t_A act1~~~1 time ~'1~. G~~~:'1'~~.b~.-+;`~an, L~f:.aC,':'_ s~.~iw suu is hereby agreed. ~uoon, ~'ihed and ~~ete:+~mir,p~~ _{; thJ d~~.~n=~~;t: t'~~~=~t will 'oe suffei ed by such fail~~re ~o cr:~p:~ ~: ~a ; _~" ~~:~vrk va:~'c~i~~ ~h tirt~e named; and the County Com:t~~ Csioners may '.c;cy.~~~; ~; ~~~ s~~:._~~ ,. olr, t_~e amount due or to be due to the Contractor :~n_~ ~~.c'r~~ .r~,.~;~~a.~ri,;~,, ~,r ::.eductions small not i_x ~~,ny degrao release the .;:;n~~ .~a•~-~~oa~ I:,"~).'r~ `"; _~~ t.. ~ ' ~~~~~ } ~- ~'~.~T O',J~,1g~L-G7_U:~s c nCi. C;3:i,'..1.'~lE?:i _li ". - , "cam ~-G ',:C~ ~y ..C _ ~'? '..~-' ~.~_?Tl3n~`t, ~~:` ViZa . y' .~' IIi1. gi1. V e;stire co:~'cr:~ct, no:~~ anj r~.~;~r~~, ~'v'h~C-~ '~;,~ ~ ;,o~l~'r•~ ~e`crliUs~.~ ~ezsj~hsv© tc c~.~,im, sue for end x®covex cor~ae}z~~~.`~~,~~ ~~~:,:~t'. c~~arr~~~en :~~~'~ ~~un-rerformance ,~c=; o:~ this contract. ~~~o ~~~~ent shall be ~~,~~~.ue :r~ax z-rurk ~::;~.~. l:s'!~o~^ ~erfarrc~e~. ~.,~.~. ~A~.t@xia~ furnished u~de~ this contract ~~ccoru.ing to ~c~ie schedti?~_e oi' :~:.~tes ~~~-lu ,~L°iceti ~_~.;~eto att~c:nec_ aad ma~~e a y~a, G hereof, (or -lump aum price of o ar:s `~---~~ alz~. ire no otizer mangier vei~atsoeverr The Engineer sha11 determine the unit qudn~ tides and the proper cla~sific~.'tion of all v~oxk .done and material furnished under the provisions of this agreement, and his determin- ation thereof sha11 be final axi3 conclusive and binding upon the Con-- txactor. Partial paymznts upo3~ this contract, not to exceed ~ ~ per cent of the work done, shall be made ~t the re~queet of the Con- tractor, once each month, s~i.d ps.yments t0 be made upon the estimates of the Engineer in charge. i'~ase of lu~nF sum price, a schedule cf ~;rices to be used as basis of partial. lo~.yrnents, shall be based upon the prices in. the preliminary estimate, v,'nich .~ rices shall be i.ic~aased or reduced in the same xatio that the lump surr~,orice bears tc the prelirs~inary' estimate: Fin.:~l payr:~~~nt for saia tivork h~o-begin shy=~11 ce made wit~in t'~irty ;~ys (~C) af-cer the entire work has N8ei1 ccl~pla~Ueu. ail:.. ca;;,^,OlJi,3+;3. EbTl:.~ Cetl.7,Cat0 ~v eJ~c',1i made by the En,::;i;1c;8Y' ~~iiu. ti18 . tizat s'u.c.'i ~..ork 11Ws ''~ee~l fu;i:,.~r co~iple*~ed il~. ~®:rn~~~ ~~~uith t'~ie Croilt,raCt ::~-~~.cL 1:,:;•nfiles, m~,;~, t,1-=~,.~~ ~ii:i :~~:°c,ili- c. tio~a~, `°RQVTDED, that aeioya i~Aie m,~king ci ~:;~LCh fic~r~.~ paYm:,~l-~~; tha Contlact~:-L s1.;~11 s'ndvr to t~.e swtis actio~~l of i.~'~e Couni,y t~~.t ~ "!.1 just ~eJtB :a.iJl.2 d~~i ~..c4,Jv-::~il~~ "10Ci1~n1.U~, :jl~,t~i`.l.~+l :..=':~. ca.Il~.,. lay: i~031~ ti`~~1o :i1c~Ve ,. ~Uy^~1..L'1 „~ 0"~1.C:1 ~i~1~i"lc~,CtOr, U1' o~; .~---Ci~i. i,:..~„CtO ~ G,; lt.~:. ',17.z.~<.':L laZ O1:' J~O::+.u Oi .:,,yi~ kirla iUi 1,11.5 ~t:U1:f.~, '_1.:~'V'J ,_,~::i l~-.~1:.,.3u,1:~ QV'1..;..-~~, ..~.i:t.lel', t::iu.t ~: _ ;- i `'~;;. :;~., f~-_`: '::}r: if prior to an,~ payment L:-~.o.J ~~,.~.e thy, ~vi~ni~;~ ~:e'-,~iu-ss ,~.. ~,ic8 from any per 8©ri 'Cf~ persons that d.71.y .~~~Gi''~: ~., ".1E~,ri~.i:i_ESS Or ~.1a,'A`~.':-3.~.~ ftlera, Uri other pere.ons wh© have furn~.sizecl c~ :3'~~p'~'i.i ~iC said ~o::~Y~~,:~,;tor, c~a: any ?-~~~~ ccntrac tcr, with any la~~~z°, ~.x~, .~~.~ ~ m-~.•~~:~•~.aa., o'~.~c; cr. -a~"otr i signs ~, any kinds ix~ connection T,ti~. ~~;:~. }~.l;.= i,~,n.~~~~ru.r9~~:;.ci1 c~: yid mil portion of ~~il ~ _~.~~~~~'___ __~_ that may ae o~°aere~: for said. pprt~:on ,,, ~ ~o~~,,~1 ~-~~ have claims against said ~~ ... tracor~ p~~rszib-cori~xaco~, for_ any szc.h s~rva~ce or thing~,f ~~~' whCY~ ~~;~ ~~~ ~:a~bmrers, mcchan.cs, mite-~~ ,~, ~~~ r~~~e~ ~aersA~ Mould b~ ~'~,~„ecl tQ ~.i..~n ;z~s~•e the ~,~ws t~f .th?~~ ~e ~~ ~.; highway ~ pub~.ac highu~~~.y ~~ ~~~~r ~1:~; ~:~xs~ •~he bond. ~r~ ~~~. cases require. by law, the ~o~~."~y` may, in ~" d.i~~~'~-~'.~n, reta.,n out of the p~~rt~~s then due ©r heeomg d~a~. ~;~~ ~ontxactc~x; arx hunt in additian,_ the '~' ~ b a'a~ove ~~oviae.d to Toe. ret,~i~ed. L;~ntil the ~3~.). ,ya~-mp,.e~~,on of sad work, suf.faie~~ ~!~ v all such :: c_7a,rns ox ~la~. ~~ ~rhich notice ~ha~l l~av:~ bW',¢~n given, .until such cl~a~ m or c~:ai~s' shall 3ae.~e been fully sats~'ied and. p~xd" ~.nde. rece~.pts in f-u.ll ~~~ tie sane anal have been fuxnshe~. by said Gnntractc~^ to the County, axed the said Coritrac~*~.r hereby exL re~sly a~;r~es to pay all 1xch claims, VIl'~. X1;1 pay~a.ents un~.er L'_~is contrar-~ ahal~vi ~e made }:y the ~:: ~._.__.......~.,.. `treasurer, from t~ e _ __ ____ -~.r_c~., upo:~~ warrants of the ditor~ issuea u,s:on pxod~~~:,tatiGn. c,f _~ro~ er vouch- ers, by the Contractpr, said ~sTo~~ci~e:cs to be ~,;p~:over,. ~~y the P~otz~~ty through its ~o,~rd of ~ommission~rs, YX~. Any ~lte~at.cns dee.::~.~. n°cessa.rj~ by =~w~E, Cour~ry- may ba made in the wor1~ s'~~i ~~a~: u~~c~:-tioFu i~: ~lae d.rawn~s and s~ E;cificay bons, gut only upon the written a:~~.er of sa3.r. ~~a~~.r~t~r cr i ~s au.tht~r~ iced representative, ao,d n~~ei?. so mace the v~,l~~ of cne ,;~Tork so added ar omitted shall be com~t~t~~ 'kiy thy; Gouty' Engir~eex: , and the amcu~ ~~~ ,, - ~.r 84 certified n1_1a~_~. ~8 :Fl.ri~;,l %~.7'a ciC-:.~:.~:_'.'~. _ .,. , ; , - .11 l~• ~ ; _ ~.: Y;~.":+ ~.NOi' t11u CiOri.. tractor, and sh~.ll be add~w to ,,~ _.~ ;uc tF~ i _ ~ .:.i +~~.c cr,r~,t c~~.~: t price The schedule of unit oL itemi.zed px~i~~e-• .h.~~~.•c:~~,~~ ~~tt~.rkied ~.., :~.i::°:;~au~d tc form a Y~:=~~°.~ of th~_ contract, anc,~ s~za11 .o:~,:~itute as 1~~.r a;; ,c:~,siule +he ~. bas-As upon ~~vhich the valua o:~ y,.i :, 4vorl,- a~~?.ed cr om.t, ~, ~ :~~,.a,l:i. be com- puted. X. The Contractor shall prov~_a~; sufficient, safe and proper facilitieh s,t all times for the inspection of the ~~ork by the County or its e.t~thorizad representatives. 2'he said Contractor shall furnis~i the County or its authorized representatives, without charge, sa~iples of materials used in const~~tian as said s~a~npkes may be required, in. order that tAe chara~~er of s~c~ti mat,exials may b~ determined. Defeetv~~ wo~~ fly' material may be conde:rined by the County Engineer any ~~,. k~e~c7~~e ~.e final accept~,r~oe of the work. notice of such conuemnati s,~ia.ll be given in avritix~g by tie G~ourity Engineer; . such condemned wmrk ~~hall b© i~iazediately taken down or changed. De-- fectiae material sha~.l be immediately removed or disposed of to the satisfaction of the County Engineer. Failure or neglect on thF, part of the County Engineer to condemn unsatisfactory mater~.al or r..j~ct inferzor work,nship sha11 :~.?~. r.o tra~r xelease the Contractor; r~or shall it be construed to meavl .rl~~ acc,,l,~s,noE°, o~: ,uc.Yl ~co:Lk, rl~~-~ shah the final acceptance bar tha ~~o~zz:~-~y c.f ~efferro:n; 4ua;;~.~i~igton:~.rom recovering damages in case~'~•o,ud ov~,.> pr:~c cic~~.~.~ .Time Lost in rel~laciiis ~uc.~r impro.E~o~:~ wo-~k ,~~.hal1. fu:r.nish no ground to the Contractor for c7 ~.:irA~iz-.g an exten.s.oi! of ~_crae fr.x -t n~; completion of the work. Sncompetent, careless or. n~;gligent .r,~il~ay€~s ~~i7a11 be T'oxth- v~ith discharged ay the Cont,rac.to:!~ u,~c~n the ~Jrr.~ ~:,-c^ri xe~;.arys~, c7 _f the County Engineer, or his authoriza~. ~_eNres°~.~±i•~*e =~.zz~.;- ~~;~i.lure to com~ ply with such requests shall be sut.F~.c;i.e;xt g.~ouT.~~~~ {c.~r the termination -b-• L_ _. of the contract, as provided fax in t}ais article or Article Y~V i~.ereof . Should the Contractor be de3.s,yed in the prosecution or com- ~letion of the work by the act, neglect or default of the County or ~ri~;rtAer in charge, or of any other contractor employed upon the work, vC .~,,, any damage caused by fire or othex casualty for iahich the Con- tractor is not res?onsible, or by combined action of workmen, in no way cause by or resulting from default cr collusion on the part of Contractor, then the time herein set for the completion of the work shall be extended fora Iceriod equivalent to the time lost by reason of any or all of the causes aforesaid, which extended period shall be determined and .fixed by the County, whose deterx~ination shall be fin- alp but no such allowance shall be made unless a claim therefor is l~resented in writing to the County within ten(10) days after the occurrence of such delay.. XI .. It is further mutually agreed between the parties here- tc that no certificate given or ~~~ayment made under this contract, ex- cept ~t~he final certificate or final payment, shall be evidence of the perc.rr~ance of this contract, :; i.t'~~er: ~~rho~.ly or in paxt, ,and that no pay~r~~nt shall be construed ~,~~ bF, ~~=y ',,,ce:stance of defective work or improper material which may ,..,pr~,a,~,, ,r~--n'-" ywo (r ~ ,r;,~~rs after sac:~ . payment. XII ~ The work an.~ :c-:~-~ ;._ .;._~.! 'c.~ ;;uci~ t mr ~_,: a ~~rlent shs.i7. be at the sole risk of the Ccxi~cs•a"y:c;~.• ~:l?:)~~~:i.i t':~;- ;~a11~ shy:'.'~ have he°n fully accepted by the Engineer: c~~.•? ^ounty, ~,~~;a_ ___: and any damage or loss that m~~ •;~~:'ar o~: x :salt ~~r; ~Z~iE' same prior: to ~'r~e fina.L completion and accepta;.~cF ~~f said im~~rllavem.~.,.:~~ :~ncly.:~~n5 any e.~:tra wcxk that may be orderea r;yT jlic LrL i.n.eer: '~hE ~u:l`~y a71d cit::' i~ f.~~~i1 up~~r a:nd. a~~ made good by Baia Contractor. XII:C. The Contractor sl~:.~ i~ot let, ~sc:ig:-~.:. ~~r transfer this . ~'g contxa.ct, ar anp interest 'herein, Qr eub.-~e.t,, assign o1 transf'ex the work herein provided to be dpx~e, ox any part thereof, without the con- sent., in writing, of .the County. T'he Contra.ctox ~,h~.J.l file with the c~;;,,•,ity a duplicate of all sub-contracts made by bim ae aforesaid. The Contractor shal], give his pe~~sonal attention to the work at all tir~e~., aid shall be present, eith~i~ in person. or by duly Guth-- ori~ed xep~aa~n~tve, on the site of the wd"rk .cor~tuxual~.y du~~g .t,s ~. rl~all xeceive inst~uctians fxom :the sheer ~~ urge.. progre,,. Any euk~-~bx~'~e'~~x shall ,be considered. the age~it of tl~e ~ox~t'~~:c~t~ar, and.. the ~s.'~~er sha11 be responsible for any ixrc~;e~~s~ ~.ri~~r~d, by ev.ch e.~, .. ~f sub.-cont.~aator fa7~s ~~o pexffl"'~ h~,s ~ax~ in a s~t-~ :isfa~~ti~~` ~-anne~,~ ~a,.~ sub-o.o~:~xact b~e terr~~.~~~~:'~~ '` t dotty,.. "~. the ~"orttrao~flr shall .~,~,~~ ~~ ~. doge` " injury ~ sha~'~ caused, . ctr. which .sha~,1 ~ ~e ~r~y pe~~ . persons ~©p~~r~~ whatso~eve~, by reason o~ may. g~..ige~.ce ~~' .said Contra~~:c~~, ox and' '$~ his servants, emplc~~e~,, ar ~~'~--4ntradxs, or by reasart ~ and '~"~,ah or violation,of an~r .of tb.~: ~~~-sio of this agreemen~,~;; ~r a of his duties or obliga~~,s,s ~"t~~~• .The. Coy.-~ tracta~ ~.'~ a;~.,s~~a .a;~~suzne all liabilitis~ fax a~r3. ptect the County from any m~~e ~nx e~.aims ari.s~.rss~ from. '~h~ ~.se .off ~.~y pate~tted art.- ides err d~v~~t,~ in &~Y part of '~~:e work., ~t ~,~ mutually agreed 1~~~ ~wesn "the .paxt,ies hereto .that any payments max` ~ttribut~{ns due or r ~qu.red by. Chapter 7~ t~f the Laws o 1g11 (~hd~etr,. ~n~uranae Act.) ox any amendment ther~~f from the State a~' ~taahton by virtue of or ~zj. a~eauht o~ any of the work covered by th~:s ~~~txac~ .may be deducted :~y ,the C~?~x~ty~ from any l~ay_ went or payrments ~tad8 to'the C4.ntxa~~or h~~ein, and that the sum qr sums so deduotad ~~,12 be determined each month ~;pon the basis of the wo~:1> of said. ~i~19.;,, " an3 sha7.l be made upon tkte proper ..written Drier and demand ~f the 2ndustral. Insurance Commission, a ~:otce of which -.~- order and demand shall be sexved u~~ox~: tYze jai;d. Contractor prior t© said deducts©n... It is further agreed that the Contractor herein,~r any sub-contractor or a©ntractor employed by them, shall be subject ~'~ ~:~b.e provisions of said act as provided and required in Section 17 the_: aof .. XV..' ~ It is pz xt; o e the public policy .o~f the State of VYash- ington that all work by rontxact or day labor done for .t,.or any poli;ticsal subdivision created by its law, shall be performed in work days ©f apt ire t~.n eight (~i hours each, except in case of extra- or;dinaxy em~rgenci~s. No case o.f extraordi:~~ er~srgency shall be constr~a;, ~ exist l~ any case where other ,'~qr bin be round to take the plao~ ~~" the 3,a;bor which has alxead~ ~~~ el.q'~r'ed ~cr. eight (~} hours ~,~ , ...,.....cald~x day ~ In case of tie ~~alatlc~~ ,oi' the pro~'i- sions of Vie; art~.~~:~a, the County shah: ha'~.e 'the ~l~t to cancel this cone ~wit~to~t notice, and sha~.l ~~'e the r~g~t to c©r~plete the work ~ the ~~ae-~ provided an Art.~.eSe l~' Px~r~;of, ~`~l: a t~o~trac ~cax ag~~ees to ~~ecute and ~'urYaish to the County a good ,d su'f~.cie~zt b=~~d s~ith an a~p,r~rved surety ca~mpany as surety,, ;~,d, ~o~ to be ~ay~.~;:?.::' to the County, ~.nd. be in the ~.57d penal: sum c~~ ~rr*tx ~,f `.r~ contract, condtio~ted that he shall fal~f`uli.y ~~rform al. 'ci?c' ,~:,~1o~ri,slOns 4f this contract, and further lt~,d as req,,l;.rea b}, l.aw for the p~3~tanent of all labor- ers, mecY~an,~~ s~b..EOntractorsy, ~,:nd material men,. sand all persons 0 who shall plq ~~ person o~~ persons., or subcontractors, with provisions ~~; su~~~,ies for the carrying on of sucY~ work. If the County shall hs;~~ ~'ee.son to believe that the security qn said borxi h~.s become i~apairsc~ since the exeoution thereof, :s 3.nsuffioient it may xequire the contractox to furnish other or additional security. VII., The County hereby promises ana agrees with ~; Conga t~act~r to employ,. and does employ him to pxov~.de the serials and. ~9_, - _____ ifications and the tern~~ wr~d. conditions herein contained and referred to, in accordance with ~l~e -.,nedzAle of unit or itemized prices hereto attached and made a paxt h,~,°?o~, aT~.l further agrees to employ him to perform any extra work tb.~,} r~~Y~ bE ordered, as provid°d in Section 21 of the Specifications, at tie actual cost, plus ten per cent (10~}, y~hich ci~st sha31 riot include overhead expense or the use of equipment and her~&~y contracts to pay the sums stipulated at the~time and in the manra~r and upon the conditions above set forth e Contractor for himself, and for his he~r~, successors, executors, administrators and assigns, does hereby agree to the .full performance +~f alb. the cosr3nants herein contained. upon his part. XV1II. ~t is fur. i;he1: E.;~:oT%i~ded that no ~:ie,bility shall attach to the Caunty 'oy reason of ~nta.r'~.~1~ a.nto this contract, except as especial~.~r provided herei~~.. I1~ V~TTNESS 4VHERi+,vA~'; t:l:; ~:.-c~~.ztractor has hereunto set his hand and seal, and the said Ccuri*~~ :~~-.. ~~~~,.~sed this instrument to be execut-- ed by the undersigned the ~. ~_°a~~r.~ o~ i'c~,~ T~oard bf its ~ommissionexs, pur- suant to due r~~dlution t he:~ efo~° ~ ... this ~ ~ da.y of ,~^r~^ A.D< 7.9~-~~ . - ~ -__ , Contractor JEFFI~RSON COUNTY, PTASHINGTON, By Chairma of its~o rd of Commissioners. ~. t~ces L ; erk. _io._ ,W~ complete and finish the same according to the drawings and spec- "V .~ :r3fi ~, ' __~."""y -r.~...---"T'_"_-_r . ~`C ~ t ~W.~~~~.' ~ r+~G~1`y .. . ~ ~. F - ` I{~ I 4.::'. ~ ... '. .. ,_ ; . s CE$TIFICATE OF T$ANBI;RIPT•-Auditor. i ~ Greenwood, Printer-Stationer `STATE OF WASHINGTON, ~~ ~ ss. CDUNTY OF JEFFERSON, . F h----•---------------------• ---•---------------- •--•--- ---•------~, AuditorufJefferson County, do hereby certify.that the . - -,foregoing is a true and correct copy of --_.... - rs.- -. ............................................._-..-.--.....-.-----....._-..__ - ------• as the same appears of recard on page ----------------------- record of-- --- ~.: -------------.._ ~- -~-- ' Voltcme Number-..;------------__-- of the Records of said County. -__------ - ;: ---- <: ~ Witness my hand and official seal, this ..... .................... day of ~~`_ ;,' .---.-_.-....---- ----;•--- ---- ------~ A. D. 192.-.... ° r, w~ -------- -- --------------------------------- =.--,: County Auditor; ;_ ~=' *. . 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S , ~. 1f-, ~ ~{gj ~, : - 4 y ,6- ~4~/y 17'x- ~-~--- , r/ ~ ,¢-.~ lob l ~'q~'`r °t /~.9 ~//~L~ _ a ._ ~ ~~ 2 -to 0 2. 4 • b b __. _.._ acs o •4.4-~8" • ~ . _ , . ~, ~- - - /092 ` .. .. - _. a 2 ?. `2.'3,9:_ - • _~:s~'9_: / P~~ ~ . ~ Z ! ~. ~ 30 .+~-- ~o(z~.~O :~ . ~{'/ f q'~c% ~~ / ~ /ass ~~. ~ c ~ ~~ c~ ~ ~ s~~ ~o,~ yam 24'3fa~ 3 /~.9 y6 ~ 4,9 2,~ /2. ,3 4z~o~ f-s'o 2 /~~ o b .~ ~ .¢ 330. ~ .f ~ z ¢ ¢. 4 3 ~. ~ -f-.s8 ~ ~~ 3 Z :~ G 7 .~ t~ .~ ~ s° 2 ~¢ x-09 ~ ~• / 2 0 ~'/;l t8/.l 4 yo~~ 2 ~¢s moo q 7 , o ~ 3, 0 4 90. ° t ¢ ~° ~o 'fir ~ 3 ' ~ _~ 53 © .-3 0 fss ~ 3 ~ • 7 / G /:3 X3,0 ~ ~3 -x-47 ,3 6~ ~ .o .,~ 6 z ~z/.5 g. ~~ ~~~ 7 ~¢ 7 .~ o o ' ~----- s-o ~ 2~ 6 ~ / 3, o 1 ~ 3• / t z 73 • / 3 ~ S - ~ ,Ul~,..~ . 3 •a /,57. ~-/5 ..5` ~' l 0 _ 2 ¢~ •~ 6 ___ = s o 7 / .~. 2~~ . ~ ~ 2 ,4 8. / ~6 ~ - ~. ~ 779 •3 ~. ~G,3 ~.6 Z~~ -fo© • a ~s / 317 3 1 ~ / ~T V ~ ~~~0 0 7 ~ (v Y'• (o ~~/~-o o - --- - = --_- .~ . ~ 3~ ,a -399 ~~`~s.9 ~r92o,/ u ~ 2 ~s~'z -too 2 , 6 ~ / s, ~ S~ 2 q. '-~ q 9 S ' ~'' ~ZZ'4' ~ ' ~ •.6 ~ ~ 9.3 -z 6 .S- 3 7 C, 3 s3s~ ~s-3 f6o 1 ~. ~ ,30.E D 3 ./ ~S .3.3 ;9 - :2 _/ s.32~ ~ - 2s~.~o ~ -~ ~ , 7 I o , v ~ . ~,9 a ;-~ s3iZ.9 .ZSS~ o 0 2~d ~ 4 ~ ~ ~~ ~ - Z6 .~ .~2 ~l6 3 ~ s` J f o d ~2 0 ,S' ~' .~ 2 ~ ~' Z S~ 8~ 3 s ~~~f0~ ~~o ¢op </• ~ o.o ,2/, Z ~-~ o o.~ t 2/. ~z S~/~31. ~ ,. ~ v~-,goo ~1 ~ 9• / -.~- 9 ~/. /O,o -~,~ ~/4l,S ~ _:..-_~ L_. .~53 ~-. 9 _: 2 ~ .s 7 ; 14¢ - 8 : ~ ¢ g. 3 ~ b ~ ~.. ~ t? 340 ~~ _ ~ ~ ~ ~ ~. - - ~ ?~~t. ~ ,y ~ , `. ~~. ~; ``1" `~.. Timber Lie.t for bri dga ~ a~t sta s 96+30 Top ohord j - 4 : 1.2x12x20' _ 960 Bottom " 2. 12x12R34~ 816 Struts 4 2x1ox10': 66 Hangers 2 7x16aj2~ 598 ~ Braces 2 6xgsT4t 112 Ca,pa 2 12x12x24` 576 ,: ~1 .Sills 2 12g12u28' 672 ~ dud sills 7 12x3.2x12;". 936. Poste 1 12a12~c10' ~ 120 1 12x12x12= 144 Bulkhead 3 a12x2~' 198 3tringars 11 4x12~32t. 1408 Floor 30 4x12x20' 2400 s ~s 2 4x12x26' 192 s is -Guard Rail 1 6x6s62r 18.6 Hand Rail 1 2x6x128' 128 s 4 ~ . + ~ ~ S4S Poets ffi 4 ~x 10' lob .5 4~5' ~a, 9703 Bridle at station 106+50 _Top Chord- 4 12x12x20# - 960 Bottom." 2 12x12x34' 816 Struts ,, 4 2x10x10~ 66 Handers 2 x16x3f2r` ~ 59~ Brs,ces 2 x8xl4r 112 ` - cap~ 3 12x12~c2~F ~ ~ 864 -Sills 3 12x12x28' 1008 ..~ ~: dud S1Ils 10 12x12u12" - 1440 Posts 1 12x12x12' 144 r 1 12x12x20' Q40 l 12x12x16' 192 .. Bulkh®ad 4 3x12a18r~ 2l6 4 3x1~u16' 1~2 4 3x12g14~ 16s 4 3x12x12z 1~+4 ~+ 3xl2xlo~ 120 Bra,aee 2 3a8x10' 40 1 3 4 1 40 ~, stringers 1 4x 2a32' ~ 1 11 4x12x16' 04 Flo®r 43 4g12x2oa 340 S ~.~ 3 4x1~x26~ 312 sus Guard Ra.i1 1 6x6x92' ~ 276 1~.nd Rail 1 r ax6g184 184 .54 s . • 1 .2u8x92 T ~ 124 s~ S. :' \ Posts ~ ~+x4u10~ : 108 Sys 4 4x4x12, 64 1 228 z; _: .. _. .. ~~ - ;~: ;; ~' .~.,. ~~ Des ~~ l ~2. =, k •~ ~ 9 ~. To the Honorable Board of County Co~~mi~~ioner~, Jefferson County,~Vash. ;, `; Gentlemen:- - _' s I beg to repo~Ct that I hive compleited,aoording to your or~; ord+~re, the survey for the regonetr~ction of tie h~ghwa,y bsaginning at the end of permanent Highway ~bb,at the Cp~ter Poet Office and en Ong at the Chimacum Cvrners,a~~istanoe of five and'one-fourth- (5~) miles. ~ `submit her~v~ith the pl~nsprofil~s and- ~estims,te .per milt, ag follows; MILE '~'~.Ro. ;One..:. Olesring 6 6~ acres: ® ~~6, -~ - - - j - 1 9D Grubbing 3.4~ acres ~ 135.00 --- -,~- - + - +~~9.~0 ~. Grading '~ COmmOIl EXC. 696,4 yda ~ 50¢ a ~ - ~" - - 342.00 ~oc1c 150. $de - ~- X2.00 - ± - ~» ~~~- - -- 300 a 00 Gravel - 1$41 yda ~ X1.50 - - - -~'~ - 2761.54 ~- Culverts ;} 12" -= 303 f ~ . ~ 2.40 - - +~ - - (-.~ - 606 . QO / 1 ~" ~~ 42 f t . ~ , 50 ~ - - - - ~- {~~- 147. (~0 24" ~- 7~ ft. ~ ~.00 - - - - -- -- ~~- 22.00 Overhaul 2 ~~~o c..`~ r~ ~ ~ ~ r i;, 150 .t}0 /~ ;.y ; ~-.,~..----" TOTAL ~5~00.a~0 MILE Na.Two. . Charing 7.71 acres ~ ~151.~0 -1.- - {~ A - 1170..37 Grubbing 3.35 scree ~ X191.00 - ~...: _ ~...,_ _ 639.5 '~ ~. Qrading ,. 4413 ~~g ~ 50¢ - aCoa~nen-~s - ~ P - - 2206.50 /~ 1000 ids ~ ~0¢ Hard-pan ~ ~ - - 700.00 / . Graver .141 yds ~ 1.50 - - - - -~ - -»~; - - - .2761.50 Bridge Prams Bent Trsetle 26' ' 350.00~/ Culverts Overhaul 12" ~-~' 3 21 f t . ~ ~2 a 00 -. - - .* .. .. b42.00 ~~ ~- ~ ~ , y ~~~ ~~ ~ ~ - - - - - loo . o~ / TOTAL $570 c 2 ,, ~:, 9dIL~ 140 . TxRE~`. Qleaaing 7.64 ao~es ~ 96.5tJ ..~ .. _ ;. - r _ .7/7.26 40 3~ 8ru~bin~; aradiag 3.90 scree ®~6.ao .. w - - - - £s4mrnon Excav. 3921 yds 50~ - _ . r ... • ~ ~ - 3 .. - x960.0 - 2761.50 (3~ravel 1841 yds ~ ]..50 - - ;. .. .. . ~eidge - F':rame beigit trestla,30, .- .. _ ~ H ^_ ~~j0.00~ Overhaul -• ~G6--~~•-~~?-~~~ -~ _ _ .. - - - - 100.00 - - . C~.lvasr Cs ].2" ~... 252 f ~ . ~ $$t.40 .. .. .. ~. _ - 5 , 40 04 ~ 24" ~.. 2~ ft:. ~ ~~+.DO - ~ .. .. - 112.00 ,/ .~..__.. °-~~-~..~a- '~OTAL K - - ~ .- - . -$~~ 66 ,_ B[I ICE N0 . ~'DUR. i . ~ - - ~F2l ~l / Clearing Grubbing . .. _ .~0 - - - 4.61 aore~_ ~ 9z 2.01- scree ~ 121.00 - - _•~ - `~- . -~ -- - 243.21 . t~ra~ding - X6 6 4 ~ Co~amon ~xc • 3332 pde ~ ~0¢ - ~- ~ - i~xd pea logo yds. ~ 7Q~ .. © 6 ~ _, 00.4 -~ ~ Overhaul . ©ulverts ~ ~~~~~~ ~ ~`? .._ .._ _ .. _ 12n "-~, 291 ~'t. ~~' ~200~ - «~ ~- - ~ l~O.f30 a. ~ 552. V°~ / Gravel 1~~+1 yds. ~ X1.50 -- - - - - - - - .....~.~-~~~~~`°,~p... -~~ ~- TOTAL 6~7~:-~2 Clearing MILE 24o.TIVE. 4.1g sores ~1 Z~,±v~ - .. .. - ,~ - - ~., ~02.~0 6 /' Grubbing 3 •.y26_aores ~~y ~9_b.00 - - - - ~ .. a mo -. , .,;, 31.97{ . - ~1! ~~~~ ~'.."""^ Grading ~ t:. r+ / •'. ~7 ~ •~ ~V, c ~ s w - 1+r. .. ~ ~~~ C~ Q .P~i~. _ .. . t+ ~: ... 1 b:. © Q ~/'` Overhaul Oulverte _ ' 12"....2?3_ft. x$2..00 ---- ~ ~ ] -.. -. - Gravel 141 yds . ~ ~1 s 50 .- - - _ - '~0 ~_2~61 TOTAL - - ~`7203`•7~ YILB''N0.8IX. . / Clearing Grubbing 1 acre ~ X10©.00 - - - - one-half sera ~ ~60.Q0 - ~~---~- - - 100.Cfl - 30.00-~~ Grading. ,. -^ -y 5,39 yes ®5~q - _- - ~ - ~ n~: ~ c ' --°- 26~•~Q ~ . - „ _ ., .. , .s~;.- ,~,~.. Overhaul ~ Gravel 47~yds~~l.50-------~--- .._ 717.44/ Culverts . 12" --- 60 ft. - ~ ~ x•00 ~- - - *~ - 120.130 - TO'~AL ` ~12~f 6.50 TOTAL OOST FOR THE 5~ MILE$ - - - --~~3~R193•~6 ;, ~~ _? " Vt P~~~ 3 • } 1, •. 'the ~'ixst three miles wi11 oos~ 24, 229.Q~; the •last tiro and ons-quarter mile Mill coat X14,9.7$• - in for Y would recommend fleet aaxly eat on be alien, in- Dell g bids on thi~~ work. Bo th&t the word auoh a>~ ;placing-camp,mov9~ng fe~ces,elearin~ and ~rubbiag ern be finished in flee oax3.y part of the poar and the gradimg eomp3.eted in the dry month®. I would reoommend,a.lso,that ~Ilen bide ar® called, that Lhe~ ,~ first ox south three t3) t;~ilec be: considered as a county pro~eat and the contract be let on a unit priQe basis. ~`~ Later, in 3~a,rch,when the p~rmanestt Highway.. mind is av~ilable~t~• Thc~ae tw®~ bids aan ba aa11e .for the reu~xi~ing two and ~ miles. and one.-E~uartex(2~) miles will coat more than ie available sh the.. < Permanent High~say Fund,but the pro~ept hay been eubdi9idad !gin `,,\ such mahner as to insure .this. fund baiug eAt~relyaside~fr©m ditches ~ This estimate is bassi -upon a 2t3 foot road ~y~ and. a right of way of six yy (6oj feet. Raspectfu~l~'' submitted, Clyde U''Pe®oh. ` Oo~nty engineer. ,. .:• . ~:;~ `' , C :•~ ~.. .~ ~,- ~~~ v s~~ Ferx~en~ rd1-~y '~ ~ ~.~ena ~ ~v ~~ ~~ ~~~ av~~sxa~~: t~~~:~. ~:~ ~ heareb~ oe~tifS t ~, h~4e perse~aally ~d +aarr~- f~~,~-~' ~iraed ~ha l~p~st~.~~ of the Center-~h9am~-8'um r4~-d ~nea~ +~- 8ar $~'~~r 4 ~ ~~~#ia~ t~o~ ~~~oxt 0t:4~ ~+~ St~at~+~ ~~$ +~ ~ d ~# ar~d th+~~4~~' ux~de~r~taand t~.e ~~.~ne, ;epee ~~t~'sa~~: i~~is std +~@~'~~s+~4is ~e~erx~fx~~ thg ~r~~~ ~r;~zeed lthe i,~prNvet snd~~lu-t~'es~d+~~h#- ant ~.1~ be Yer ~a 9-d ~rax1~, ~-nd h~~eb~t ~ ora~~.et+~ the ~or~ +R~efbr$~red~~~t~~ a~b7.ee ia~~a~~a+~r~~rdana~s~w~, ~et2~e~e~~~i c~e~ be' "+~e~let~d w$ the ~ y ~$;a~ae,., ~ga~s~f~.#~tloe~t ax~~ o~ntxaei~ for that f~11+~-ring u~xit pricse~~ rs ~6/,~,,~ ~o fSulvar~s, c~anerete ~S1,er~rS:ng per as ......~ Gr~~b3x'a~ per ~®re ~ ~ 4 `~° .S`S ~CiLD ~~a .. Cep ~~~' ctu ..gd .......---~-- ~,~" p~,ain gar ~~ ~ ~.$" ~ n G tl ,N ~~_... ~ LS ., D® $,'~Ct. ~ t3ffi~ ~~ ~ _ +EAvatrl~aiul~' .per opt . Ord s a~ --- - ..__ ' 1av~1 ~+~~ c~u.yd. for 1 s"'d m~.~e ham ~ ~~=~---- ~~m~'+o~, Baer au.~d, for `"O add~i~~e~. ~ e<ils T ile dra ~~ p ~~:: f t . -~- -rd ra~1 per f~- ...~,,,~.~ C%~ ~~,~ ~®r s~c . fir..„ ~._.~° ,- ~ulverts~ aorr.~~~ai: 1~ " gar f aa' 18" " " ~+4" " a ~~ ~ ~ il's ~r ,~ a ~'' ~t~ ~~ ~~ ~1c~, a~el ~~Q ~'~.3 bye 't~eod ewe ~ai1s~~. ,. ::~_ ~t~~~ ~erei~~ ~ ~s~'~iti~od ~he~l~ fir °' ' ~ - ,~ ~® ~= ~ ~~,~-~b,~~ ~a the :mod ~~` ~~~~ 4~e~ez~e of ,~,a~s f ~ "'''~'`~'gt ~,, h ~a a~--~ be- ~ fir- ~ ~aa~ ~+~~~ ~a~' IM~~~, ~ " '~: ~~d. ,>~, Bfdc~rr .~ ax ~~ i~era~- ~. ~~, '; ~, ~~ :~: ;~ ~ ~, R ~ b ~ ~ ~' o '.ta ~ .~ ~ ~ . ~: _ y `© `D ~ , o . ~ n. ~ '~ ~ © h7 I o _ ~ ,~ 6. ~ ~ ~ j ~ ' State of Washington, Countg of Jefferson-SS. Is ....:............................_......:........-...._......_.............:...........--........-shaving first been duly sworn on oath, do hereby depose and say, That I am * of the claimant named in the attached bill• that no officer or em to ee ~ ------- ................••-•----_......-----_......--------....--------_._-----.-...-----------------------•------.... ~ P Y CSTATE CONNECTION wITN CLAIMANT of the G' O V N TY O F ..~ E F F E R S O N is in any manner beneficially interested, directly or indirectly, in the claimant or claim hereto attached; that the said claim of $„ is tree and correct; that the set-vices or materials therein mentioned were actually rendered or furnished as therein charged b}' the person, firm or corporation therein mentioned and not otherwise; that the materials fm•nished are charged at the lowest price at the time of purchase; that no rebate of any character, kind oi• description, or any promise of such, has been made to any person or persons whomsoever; and said claim, or any part thereof, has not been paid. (Sign here) ..........................._.._.....__.......-..._._..............----....------..._° Subscribed and sworn to before me this-,.,.•-.•.-•••-_--•,----•.•._-••,_..••__ day of -_-_•••--•--,.--_•---------------------------_-_--, A. D. 192__--__,____- (*) State connection with claimant-(Owner, Member of Firm, Manager, Supt., Chief Clerk). If corporation, affidavit must be signed by some executive officer or _ manager ; if co-partnership, by a member of the firm. N01'ICE. Your attention is r ectfully called to Secs. 2353-2357. Rem. & Bal. Code, whir-h provides that any person swearing falsely in an affidavit of this kind shall be quilry of pert'ury in the second degree and shad be punished by imprisonment in the state penitentiary for not more than five years, or by imprisonment in the coun- ty jail for not more than one year. • ----~ ----------------------------------------------------19~----- COUN"~Y' OP~ TEFFERSON V~%ASH I NGTON Debtor t .-- - ---'---- ---- ----'------- -- ----- ------------------- ~------------------------------------------=------ _-_------- --- _ _ _-~__-__--- _-- ----- _ ------ - - - --- - - --i ,-- --_m-_ _ - __ ____ . - _ ~ z Y ' '~ . _____ _ .~r-e_ _ _ _ _ ___- ___ __ _ _______~~_ -~ ~s __ . -.~_a~__ -~_.-_ _ ~_ -- _ _~ -- m -~ _~ _ ~D ° - - _ ~ _ - _ ~_ _ /qZ' - 9" ~ /•d-o Y da v ~~ _ e_ __- _ _ _-- Z 7 ___~_ _._- ___~~~.~ -__ _.~___e_____. _--~.-~___ -- ----__-___ . _ ® _ ~.--------~--------------- ---------------------.------..-.....1 COUNTY OF JEFFERSON, COUNTY OAD AND BRIDGE FUND. ~ ~ Certificates attlrched hereto as lollows: ~V ~~~~~ ~~- 3~s ~~ ~~ 3~ s-~ ~~^ ~ oc ~~ ~ i~ ~~ H 0 0 n :° ° G ~ cCc QUi O H ,..$ ~,. ,.O ~ ~~~~ z~ o"~~ ~o ~ m G O ~ a ~ . ~ ~ ~ ~ ~~ °~~~ ~m ~ ¢ ~ m ~ o H ~x ~ z O "? ~ G ~ 00 . opt zz ~ ~ ~' ~ ~-Y-- o . ~,~ ¢g o ~~~~ ~o ~~ ~ ~ ~ ~ " - ~ ~ `` C R 1/^,~' Z O ~ ~ ~ I e~~~¢ m ~ ~"o~ ~ m ~~ ~ ~- ~ ~ ~ ~ ~¢~~. ~ v o°~~ '~ '" ' a. ~ ~ N ~~~ ~c ~ ~. ° ~ 0 0 ~ ~~ ~~ a' o ~ n ~ O O c n ~ ~ ~ ~ ~ ~ ~;~ ~° ~ ~ ~ ~ ~ ~ m ~ ~ p= N' ~ m ~ ~ n ~ o ~ ~' ~ ~ ~~ ~ a ~' ~ ~ d ~ ~ ~~~ ~ ~ "• ~~s ~~~ ~ ~ ~~ ' : ~ ¢~ ~ a ~ o ~ ° ~ O a ~ °c m ¢ o ~ m o i ~ m ~ m '~ 0 ~ c ~. i Warrant No------------------------------------ - County . Road and Bridge Fund CLAIM OF Total Amount claimed.--------- ~ --------------••-------......-----.....--•-- Allowed in the sum of .......... $ ........................... Day of Allowance----------------------- ~---------------...-------------------------- BOARD OF COUNTY COMMISSIONERS, Chairman. ------~-------~.~....---- -..1~--y----- _. ~ .......................:..........:......---------- ------...:...-..---.._....--------.....:-..-----......19 .~.-.-j.. . COUNTY OF JEFFERSON, To------------------ - - --- - - ---------- :.~--~----...- - ..- ---- -.......Dr. COUNTY ROAD AND BRIDGE FUND. ~ ~ ~ Certificates attached hereto as follows: -~e~u-e-e- i2~o-(~ - ~ / 03 0 0 /~ °~ ~ .~ ~° ~~ 7 ° °~ ~ ~ 9 /.~ 0 z ~. ~ ~ ~ ~ ' ~ w ~ ~ ~ I i ~ i F U '~ ~ ; ~ o z ~ ~ ... ~ .~ ~ ~ A cd I o ~ ~~ ~ //~~// W ,~ ? o :d O STATE OF WASHINGTON, SS. AFhIDAVIT• COUNTY OF"jTEFFERSON h -----•- •--.~x.•„-~ -^k---•°t-~- ~--------~-~ • ~ -•-------- ------ --------------- ----------------------• --- ------ ------------., having first been duly sworn, do hereby dep an say: That the above. bill is true a d orrect; that the services or material therein mentioned .............................................. ac ally endered or furnished as therein char d, for the County of Jefferson, that the material furnished is charged at the lowest c rro price ; that no rebate of any character, kind or description, or any promise of such, has been made to any person o eons whomsoever ; and that the same or any part thereof h~s not been paid. _ ~ S 1 G N HERE )- -- --•---- -- ~-~~- ---° _. 'CA .......................•----------- -`-- Subscribed and sworn to before me this ...................~......_....day of..........__._.....-......................................~. D. 197........ ~. ......................................•------..................-----------------------------------•---•--- (Tithe of office) _:_ __ _ ~ TY E,.f OFFICE OF THE COUN;ENGINEER • OF .JEFFERSON COUNTY WASHINGTON . $CH UYLER B. ED WAR DS, COUNTY ENGINEER ,,' • PORT TOWNSEND, WASH., t~~ia, ~ D~s~ 8#.~ ~t~ri~d, ~+~xe^~3~h ~ t3~ ~~~s~r.te Qt ~d oos~ of ~~~'~1'~i0t~i'~8 iii' Pb`ll~ ~~~~ ~4. ~ ~f f~~#i~ a©Z'~h~~~ 8~~ar ~ naa~~ Fe~sni~ ~f~t~rT l~~, ~ ~ ~c~e~#+c~t# ~ia~~o~ off: 1,4 a~l~.o~~ ~~~, ~ . ~ ~~ x~e. ~ 55~ 35~, 8'~c~r~. 1oc~~e~ r~~., ~~4 ~c~s • ~~.. 12a4 • tXi ~; .'~+~~t, ~4~3 $ ~~ .Q~ ~~fl~~ ti~u~~t, ji3t~D ~~. ~' .Q~~ 1$t?.gC. ~ul~rer~; 1~~.~~.~ tt. plate, oo;~ .~ ~» " 6.00 ~.w ~~. f~. re~~t +c:.+~ .t~~3 ~ .t~ti E#ras~al, ~~ yds. ~ . ~I Qvot li .t}t3 l~spe~x.1.y aul~it#~~, s l 4 . ;~ -_, . - _; _..:.. ..r:., x }+ Pik f`.!':y O t f ~ • •~ oun y o JoFfersoa ~>. ` ,, r, , To James H. Covae July 2, l 2 Port Towneend,~,~fash. ~' 93 Center - Chi~.cum Road Jefferson County Estimate NA. 6 . . q (' C1~ltsring per sore \7 ~.fp. x. ~~ Grubbing per ac~o ~ ~ ~ ~~ ,,ra. ;;:~ ~ ~~~ . .' o~s: ~o /'aS~o `~ ~'` Exc. Common per cu,yd. ~~J- Svf'~ ,~S'~ .SS S ~ .ASS *.;,;,~, :~ Eac. solid rock r n .o~ ,~.:~^ ~sp.oa q-~.3-0•,~0 ~~~ .~,. Exc . LOOSe Rosk " " _.~L~''.~ % "~~ S ~a ~ ~ •~a . ;., Common borro~- n " ..5,S~ 2 ~ ~52~" ••~~ iSz~s. ~~ ;~~~~` Overhaul per 169 ft. .:.a `"~~' Timber in place per ~i. y~ ~~ ,, ~~ ~Z?.on Z~~.;a~ ;, Cribbing logs in place ~~. ,~ ,~ ~ ~,, 3 ~ ~d'3 `~~~' v . . . . Concrete culvext 12n Concrete culvert 24n Drainage ditch per foot , , ' .Puncheon per foot k, _ Gravel per eu . yd. ~ ~~~ ~~ 7;~'~??,~~~' Totals 25~ retained as per contract ~i-..- •-~ ~ Z.3 ?..` Per cent to be y ~ ~ ''~.~~' ~,; /.~ ' ~ . paid by Cdunt , ~'', Z.3'~ ~~:,;: pproved by oard of County ommisgionere of Jefferson County, Washington, Phis day of , 2923 Cha n. I hereby certify on honor that the above estimate is based ypon ae.tual measurements and that tho. same is true and correct. ~:i .,r ,, ~ _ r ~ount~r - gineer. I, h.y... having first been duly sworn, do hereby depoaa~ as bet tho a ove ill is true and correct, that the ~rork waa actually rformed and mat rial furnished as thexein ohar ed; and that thmre a dpi' e this date, according. to contract, the sum of ~ ~Z .~ Z - 2- 9 and that the samo or any part thereof has not been paid. ; (SIGN HERE) ~ ~-_ for ~-z.:u_, Clamaa,t, 3ubeeribed nd sworn to b oro me th s~ ~- day of 1923. ~; _ ~~ _ O _ ,. ~>~a~~ ,~.~.~. - Clearing per acre. /OSSvv ~ 2 • p 2,~/O• bo Z~/~~ oo , s Grubbing. per acre /~yG~OO /°~7 /~QSSUo /Gos^Q' Common. Excavation-~ per cu. yd. ~S~ /SS~I ~S G 9~~ 77~'~' ~'D ~~9`~` Hard Pan " per cu. yd. , ~~' 22~o zOZS~oo 7~o-oa /.3DS,~? ,.. Solid Rock " per cu. yd. ~, r~ ~- /~O 4So.oo ,.3-00.00 /,So• oa Common, borrow per eu. yd. , ~S`~- Z77~ /~ 2b4° ./s"2b4o~ Overhaul for 100 ft. per cu. yd. , ~~ ~ ~~Oc 34~.0o Z-¢o, oo /°$~ o Timber in Place. per M. B. ~. L,1o~ 2_^Saa 11,~a,va ~'Do,o6 Zo•oa~ ;, '' Crib~~ing Loge inplace "Lin. ft. ~.s '/C 711 ~~,~-3~ -- P3.3-off Con. Culvert in place. l2"" ~ ~ Con_ Culvert in place 24" .L~.oc /~ ~ 4~2•ao 4'00 ~~° °` ~/ ~ L"7 C o ~-r-r--P~ v . --~," /°ci/7 G~1 ~',5' ~c~ o / /o - o ~ -------.. -- , / / o Gravel, surfacing in place /.S'o u'~e /`~ 7~ ~?•J`" ~~ o v. /~s z 2919 ~ _ 2/6994° ?2 Totals. ~~3~.?A .s-~/i~7 ~~D~" _. _.___ 25 per cent. retained, as per.. c'ontrdct, 2/b9~•~'e /~z7~~ s'`/z, ., _ E _- Approvexl by: Board of County Commissioners -~ of Jefferson County Th i s~- day o f ° - _ 1923 ,` ___ ;. ___---- , ::-~irm I hereby certify on honor that the above estima is based upon actual measurements and that the, sama~ is true anc~., Corr-ect. '; _ / `„ ~ I , ~ -G~if'h-~-~ ~ , having f it a t berm duly sworn, do h~erebyrdespose and sa hat the above bill is true and correct, that a work was act lly performed and material furnished as = they n charged, and that there is due me this date, according to ^ contract, the sum ofd S4 2 2' ~ / and that they same. '3 or any part thereof Yeas not bean paid. (sign here).-..-- _ .for Subcribad ~nd sw rn to me this ~Y, of 1923 ~. 7~eyn~rt~~~Sl,.~I/ A / r,.,. '~ i i ---%. STATI-0 Foam No. 33-1917. - (TO BID USED FOR ROAD ESTIMATES ONLY) ORiQINAle--DIfPI,ICgTifl; '. ~%~nr~ STATE OP WASHINGTON • ;' ~/J -ro_....._.. _.Qrrte.~ ..................~.........Cow.r~..~...~......._.........-............._.......................................~R. ~q......~.....fj-------------------a-----, 19~~..3_ (Postof~ice Address~---...._~O,/..'~--t-----..:..~.G.'.Y..~~?s5:~!?~:....~~?...t..---......_.---------•---------..._.._. ;. o......----• .................. Count ---e,-~-fc/5d,7~------., Contract No...---------•-•----.._......, Estimate No.------------~---•-------.... PaICIDa ~~ QIIANTITY TOTAL ` PuzuVIOU$ PsicsIDNT 1. Clearing, per acre ~~ ~ov!' EDG~ q ! ~ ~ z; ~ I i ~~ / D ~~O ! / DO IO ~/D OD 2. Grubbing, per acre I ~~D ~DO,{1 ~ ~' /~;7 ,~ ~ ~ ~ /~D~ClO ~' ~ / c.~D O ~ ~is O0 3. Common Excavation, per cu. yd. ~~`i G~Il O', ! / :, ~ ,/,OHO 4 ~ 1 60 ~3 ~ 7 p 4. excavation, per cu. yd. I ~~; ~ !1.D : o E ~~O kG'O . ~ ~ ~ ZO 5. Solid Rock Excavation, per cu. yd. I 3 ,~ D i~ i ~ ~ n: ` ~ ~ ~~ ~ ~ O OD I 6. Common Borrow per cu. yd. I 'f ~' ~ ~ ! 7. S. Loose .Rock Borrow, Overhaul for each 100 ft. per cu. yd. ~ per cu. yd. 0 !~ ~ ~~ d~; ~ ~ ~ ~ r ~ ~G~hC', ~ 1 ~ ~ ~ j 4 ~~,~/SG ~ ~ ~ i ~ ~ ~ 0 9. Riprap, hand placed, per,'cu. yd. r ~ ~~ ~ ` i ~ ~ ~ ! I . j 10. Slope Walls, per cn. yd. II 'i ~ t ! j C ( ~ ~ G 11. Concrete, 1st class, ' per cu. yd. ' i ~ i ! i i ` •i i . ~ ~ ! 12. Concrete, 2nd class, per cu. yd. i ` j ' ' ~ ~ 13. Structural Steel Shapes in place perlb.~ i a ;~ ~ f ~ ~ ~ ~ ~ ~ 14. Reinforcing Steel in place, per Ib. ~ I ~ f ; i ~ i 15. Pipe Rail in place, per lin. ft. ~ ~ i, ~ ! ~ ~ ~ ~ ! 16. Guard Rail in lace, p per lin. ft. ~ ~ ~ ! ~~ ~ 17. Timber in place, per M. B. M. I ~ D DD ! . ! ! ~ ! I I ! 18. Piling in place, below cut-off, per lin. ft. 4 y ~ ~ ~ ,; ~ ~ ~ i 19. Piling in place, above cut-off, per Iin. ft. ~ ~ 20. Cribbing Logs in place, per lin. Pt. !I~ i i f ; ~ ; 1 q 21. Culvert Logs in place, If , por lin. ft. ~~ !, ~ f ~ ~ I ~ ~ ~ ; i i y i ! 22. Porous Tile, in place, 4" , per lin. ft. I ! N i 1 ; h i I ~ I ~ i 23. Porous Tile, in place, 6" //~~ 24. Lp,/J C • Culvert Pipe, in place, 12 per lin. ft. ~ ", per lin. ft. ~ i ~ Z pp ~ ~ j ~ e/ ~i ~J.~ !, i ~ ~ ~ ~ C5,/J ~+O ~ ~ fj~0_"~_?^ ~ 0 0 .0 6 Culvert Pipe, in place, 18", per lin. ft. u ~ } i I ~ ~ ~ Culvert Pipe, in place, 24", per Iin. ft. ~ ~ ~ ~f D~ t 6 D ~. ~ ~~ ,~ ! L~~-l,.~r, '' f III Culvert Pipe, in place, 30 ", per Iin. ft. ~ ~ ~ ( ~ ~ ~ '~ { ~ i ~ 1 ) Culvert Pipe, in place, 30 ", per lin ft '~ ~ ' ' I ! f t ~ I ~ f I 25. ( ~ ! u I ; I 1I i ~ 2E. , ~ ~ ~. , Surfacing, in place, Per i i j v ~ D~~,~s ~~ ~ ~ 1 ~©OD' ~ f ~ ;p~C" ~ ' ,~a0 ~ ~ 1~n~ ~ ~5i7vv~01 ~ I ~2,$~ ~~ Op~ i ~ 27. ~ i ` 4 ~ ~ ~ ~ q 28. ~ r i I i ' I ~ ~ 29. o j j ~ I f I ~ i i i 30. j I ~ ' ~ I ~ ~ ` 31. ! + i is ~ . I ? ~ I ~ ~ ' ; ! . 32. j i i . ~ i ~ ~ ~ j ~ i i ~ 33. Force Account-per bills and resolution attached f r I r r C ~ + ! f ` Totals, ( ( ~ /~w7 ~~O ~ / ~a~~~f~/ O` ~ ( / ~~D O dpi 20 per cent. retained, as per contract, ' { I ~~ Z fG 7S ~ , .:~ ~,j ~2 ~ f ~ ~ ~i3 per cent. to be paid by county, ~ 6 •~ ~ ~ I y"' ~~? ~5 ~ / Z 0/ / / } ~ i ~ I ~ Z i ~p~~ ~~ ..per cent. to be paid by state, i j !~! ~ 1 ~ ~i, ~ ~i ~ ~ ~ I ~ ~ ~ I 4 I I 1k Approved by Board of County Commissioners o f ................._..------------•--:....---------------------------..........Count y of--------------.r~.._....----------, 191 Leave this space blank for use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual me ur ents ~th¢t the same is true and correct. /1 ~ P C I County Engineer. Z, .... ........... `__.--`~ __ '~., having first been duly sworn, ~o hereby depose and say that the above bill is true and orrect; tlaat the work was tually p~erpormed and material furnished as therein charged; and that there is due me this date, ac ording to contract, the sum of $._...___/.f,l _ . ~-__,_'._Sa_.-...._-., and that the, same or any part thereof k~ not been paid. L.~ (sI6N IIEBE)-~- '---~ls=,/r.-~.r..~-r---,~--~'• --___.•/`=----~`~=•-------------------- for. -~- ---'~`~r -` =~--- ._._._~~ ~~~'`~,~-~___-_ ~ ~ ' Oladmaat. Subscribed and sw n to before me this ..................... ..........day of--------------- ---- •---......, 191------ gpproved--•-----•----------------••--•---............_....---••---...--••--•------------ (SEAL) Notary Public. Residing at---••--°-•-----------• ...............•-•---•--.... State Highway Oommisatoner. A~J SIT®R'~ ®F~ICE STATE OF WASHINGTON Warrant No Amount, Account of Appropriation for Instructions-Bead and Follow ;Yfake vouchers in duplicate. Send original and duplicate to State Ilighway Commissioner. Be sere to sign both copies as payee ; have duly sworn to and certified where required. `Varrants will be sent by odinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid.cumbering the files with useless paper. C. W. CLAUSEN, State Auditor. - PBANIf DI. LA\IBORN~ PIIBLIC PRINTER ~~ ~„_ _ ~,. ,, y ' STATE FOHnI No: 33-1817. (TO BID IISED FOR ROAD ESTIMATES ONLY) ~IGINAZ~DIIPL'I~`~ • a STATE OF WASHI ETON ~ ~ ~-~ ~, / n ~ f/,/ s .. - -- ---•~-1-. ~,r~ •~~---..-..., 19.3. (Posto f flee Elddress~/-~-.....1.~~~~----.:....~.C1....~-- .~~_.~~~..-1"-.Y ~ ~:... ~ r 5-- / ~ / ....... - ..---------•----------------- County--------~,T"~!`~.r,.5d!,?., Contract No..-----------------•-----•--~ Estvmate No..._...._3 . PHIOEa QIIANTITY TOTAL ~ PHEVIOIIa ~. PHEaIDNT ~ - 1.~ Clearin S,. per acre ~D I 2. 2 / 0 DO O G~ ; i ~ ~ ~ 2. Grubbing, per acre /~ j Q I ~ ~ ~ ~~ i ._.. - QQ ,, 8. ' Common Excavation, per cu: yd. ~ ~ ~,~ // ~O 2 ~~ `2 ~ 0 3 as Qp 4. Loose Rock .Excavation, per eu. yd. ~ a 5. Solid Roek Excavation, per cu: yd. ~ 4 ~ ~ ~~ ~~ ~~ ~~ ~ 6. Common Borrow per cu.,yd. .,~ 7. Loose, c11t,Borrow, per C1I. yd. O h l "T 8 ~ a h 1 0 f e d ' i ver au . o e c r cu. y . 0 t. p ~ I 9. Riprap, hand placed, per cu. yd. ~ l ` 10: Slope Walls, per en. yd. ~ 11. Concrete, 1st class, per cu. yd. . _.. 12. Concrete, 2nd class, per cu. yd. I 13. Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb. _ _ 1.°v. Pipe Rail in place, per lin. ft. ~~ 16. Guard Rail. in place, per lin. Et. _ ! :._ ;; a 17. Timber in place, Per M. B. M. __. L~ ~ D~ Q,~ ~ ~ - 1 ... __ 18. Piling in place, below cut-off, per lin, ft. _ . ~ .. - _ .. _? 10. Piling in place, above cut-off, per lin. ft. ~ ; . - 20. Cribbing Logs in place, per lin. ft. 21. Culvert Logs in place, per lin. ft. 22. Poroua TIIe, in place, 4" per lin. ft. ~ ~ 23. Porous rile, in place, 8" per lin. Et. } ~ ^^ q 24. ~Y^r1 L ~ Culvert Pipe, in place, 12", per lin. ft. 2 O 1 O ~ !JD ,'JO ~ QQ Q3 D: Db ' Z Culvert Pipe, in place, 18", per lin. ft. ~// `~' . Culvert Pipe, in place, 24", per lin. ft. ~• ~ / ~ d `'S I ~~,' :,~~ Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin, ft. 25. ~ ~ , _ 26: G~ YF~ Surfacing, in place, Per ~, ~, c~. y ~ D ( inn ij ~ ~ D~~ ~ 7G''~I .J ~! . '~ ~ ., S 2 . _. . E.. 27. x_:..._.. ~ .. ..._~ .28. ~ _ 29. ~ 30. 31. ;. 82. ~ -. 33. Force Account-per bills and resolution attached ~ Totals, ~ ~ ~ ~ ,!14 ~ D ~ 20 per cent. retained,. as per contract, ~ ~ i t/ per cent. to be paid by county, I ~ / ~ ~~ ~~ ~ ~,3~j 7" ~/ ./ per cent. to be paid by state, Approved by Board of County Commissioners _ . .. _ _ __ _ _ __ of------- - --° -- .....-•----------------------------------County ~'haa•--~--------.day of------~~-----------, 13 Leave this space blank for use of Highway Commissioner. I hereby cert fy on honor that the above estimate is based upon actual measureme anel"~tat the same is true and correct. ~~ -~ l ~_~ Oount Dnpineer. .. I ~ _!_~,~I==.~r'~'~-.~<~:'__ ______________.~...., Tiaving ~Crst been duly sworn, do hereby depose and say that the above bilE is true and rrect; tlaat the work was act lly er r ~d m~a~ ial furnished as therein charged; and that there is due me this date, according to Ca~Zti}act, the sum of $ ............ .~.~. ..__-_-....................., and that't1~e same or.any part er f not been paid. .., / , - for,. -- --ylu~"---- -- ---------- --------- ----~=----•----- ' -~ Oladmant. Z3'ubscribed and~sw n to before me this........_Z'-' .............day ' of----•--~---•--- ----------•------- ~•t5proved-•----------•°--• --••-------., 191_x.... (SEAL) oar a Mate H~tghway Oomum{se-toner. .; ~ ~/' ~ . ' l `_' /~~ PR ( ~~ ~U UIT®R'S ®FFICi STATE OF WASHINGTON Warrant No......------------------------------------------------------------------------------ Amowrct, ~------------- ----------------------------------------------------------------------------- To-------------------------------------------------------------------------------------------------------------- Account of Appropriation for Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. _ Be sure to sign both copies as payee ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLAIISEN, ,State duddtor. .. ERANS Hi. LADIBORN, PIIBLIC PRINTER t • STSTE Fosnt No. 83-1917. (TO BE IISED FOR ROAD ESTIMATES ONLY) ORIGFNAia-DIIpLIC~A~ ~ <;`._,: STATE OF WASH GTON ! • L~ ~' /---{--r~-r'---------{ ........................... 19~. (Postoffiee Address)....----•----...----_...---------------=-------------- ` ,` Permanent Highruay No ................-----------, Count-,y.-----.....---------------------......---------9 Contract, No..-----••-----------------•-. Estvmate No......... ,Z~..__,.i.:...:... ' PHICE$ QIIANTITY TOTAL PSEVIOII$ PBE$IDIi'T ,,~i 1. Clearing, per acre / O 2 2 Q 0 ~ ~ b0 ~ ! , 2. Grubbing, per acre _ /two cb o~ cb o __ _ ._ ~ -~?rt_: _,~ `' _-_ 3. Common Excavation, per cu. yd. ~ D ~ O b ~ ~ ? 7ur G1 p- _ 4. Loose Rock Excavation, per cu. yd. f 5. Solid Rock Excavation, per cu. yd. ~ ~ ~ oO ~~ d ~ ~O 6. Common Borrow per cu. yd. 7. Loose Rock Borrow, per cu. yd. 8. Overhaul for each 100 Pt. per cu. yd. ~ ~ ~ - 9. Riprap, hand placed, per eu. yd. i , 10. Slope Nalis, per cu. yd. ! li. Concrete, 1st class, per cu. yd. 12. Concrete, 2nd class, per cu. yd. ~ ",5 13. Structural Steei Shapes in place per lb. ~ ~ <' 14. Reinforcing Steel in place, per lb. ! !!!! ~ - 15. Pipe Rail in place, per lin, ft. I 1 t - 16. Guard Rail in place, per lin. ft. ~ - - - _._ . 17. Timber in place, _ per M. B. M. /~~ jJ o ~ - - -- ~~ 00 ' a _ 18. Piling in place, below cut-olY, per lin. ft. l 19. Piling in place, above cut-oiy, per lin. ft. 20. Cribbing Logs in place, per lin. Pt. .., . . --~ 21. Culvert Log$ in place, per lin. Pt. 22. Porous Tile, in place, 4" per lin. Pt. ~ ' 23. Porous Tile, in place, 6" per lin. ft. 24. ~f?~>~, Culvert Pipe, in place, 12", per lin. ft. 2 O ~ ~ ! ~ 6 D ~ ., ~ O _ , Culvert Pipe, in place, 18", per lin. ft. . Culvert Pipe, in place, 24", per lin. ft. ~ j 30 2D ~ ZO , Culvert Pipe, in place, 30", per lin. Pt. ~ ~ f Culvert Pipe, in place, 30", per lin. ft. }~ 25. 26. Surfacing, in place, per ~ i / ~~O / Qd ~ l / ~ O~_ ~~ , 27. _ ~ f 28. 1 _ } 29, i i ~ f~ 30. al. 32. 33. Force Account-per bills and resolution attached ~ ~ . Totals, ~~ 9 ~' (O J~ '~Q 20 per cent. retained, as per contract, 2 ~ ~ c:.~ ~ per cent. to be paid by county, I i 7 ~ 7 Z Z ` / per cent. to be paid by state, l f Approved by Board of County Commissioners of-----•-•---------------•-------------•-=•----•------------•------•-----------County This-•----------------day of------------..........................., 191...... Chaxrm¢n. Leave this space blank for use oY Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual n~sur~m nts and that the same is true and correct. ~ - "~ - County Engineer. Z . ............................................................................... having first been duly sworn, do hereby depose and say that the above bill is true and correct; that the worlc was actually pe or a and m eal furnished as therein charged; and that there is due me this date, according to contract, the sum of ~ ..............~.....~'_~.. _._.~._____., and that the same or any part thereof has not been paid. (slax a>~sE)-••-----•--...-•-----------------------•----...._..------.._..._....-•-•------••--------•-•---...-----...... for ....-•---••--•--•----•----._._..._.......__._..............._._..---••---•-------...-•----•- Claimant. Subscribed and sworn to before me this________________________________day (SEAL) Notary Publto. Residing at-----••---•--•--•-••---...---•---•------••-----•-•- Btate Htphwav Comm-tsatoner. ~U ®IT®F~'S ®~FICE - STATE OF WASHINGTON Warrant No.------------- -------------------------------------------------------- ------------ Amount, ~------------------------------------------------------------------------------------------- Ta-- -------------------------------------------------------------------------------_..--------------....----- Account of Appropriation for ~ . r s Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. 73e sure to sign both copies as payee ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk oP payee ; or, will be registered iE iull postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. G. W. CLAUSF7N, ,State dudytor. F$ANg M. LABSBORN PIIBLIC PRINTEII ~ .. .. .. .: •4 Sri"~""... .. ... .: . , .... . , ... - N .. .._.. ;.,.»,..+w,~.i,,,R•p d. . • _ .,.: ; ,. .... ~." cif , : , G~p~ ~F17~JG {{Cr"SL°9n . (TO BE IISED FOR ROAD ESTIMA-7Y) ORIGI-N939-=Dii ~ , --/ ..GIIX r.----~ ------------- ------ 19_ (Posto f/iee Ad'dress~-•----4~C2..~..~......:...1..._P...YYrls.~.~_~-`c•••----...---......-----------•----_-.---------•-----.__..:......: Cer~~er'- ch/ ~aa~ . ~'~erct-~~~,~g'No----------------------------- Count~,~.~._c°.~~i'.SO~_:, Contract No...----._......:.:........., Estimate No..----~-=--------._.._:..... PIIICH7$ QIIANTITY TOTAL PaaVIOII$ PsID$IDNT . 1. Clearing, per acre ~ ~ O _ _ z~ 2 1.~. d 2 ~ OD O ~' ~ ~' '~ 2. Grubbing, per acre /tS~4 Da d O o 6 6 ~3 d _a 3. Common Excavation, per cu. yd. OD ~ Z . D 2.7 O ~ / '~ O 4. Loose Rock Excavation, per cu. yd. _ .. ~ _ ._ 5. Solid Rock Excavation, per cu. yd. ~ p ~ pa D 6 O O d 0 D 8. Common Borrow per cu. yd. 7. Loose Roek Borrow, per cu. yd. i _ 8. Overhaul for each 100 ft. per cu. yd. I l 1 .... 9. Riprap, hand placed, per cu. yd. f 10. Scope Walls, per cu. yd. li. Concrete, 1st class, per cu. yd. 12. Concrete, 2nd class, per eu. yd. _ ' ,M 13. Structural Steel Shapes in place per lb. . ~ ~ _ . . 14. Reinforcing Steel in place, per lb. ;__ 15. Pipe Rail in place, per lin. ft. f ~ 16. Guard Rail in place, per lin. ft. __ { 17. Timber in place, per M. B. M. .L~Q OD 2 ~.~ ~.~ _ . _ . d d G - 1S. Piling in place, below cut-off, per lin. ft. 19. Piling in place, above cut-off, per lin. ft. l 20. Cribbing Logs in place, per lin. Pt. _ : 21. Culvert Logs in place, perlin.ft. f _ _ __ _ _ _.. -. . 22. Porous Tile, in place, 4" per lin. ft. l - ~ 23. Porous Tile, in place, 6" per lin. Pt. ~ 24. ~~~G , Culvert Pipe, in place, 12", per lin. Pt. ;Z DO ~ D O / Z O D 60 ~ao oo I ~. Qo oo ' Culvert Pipe, fn place, 18", per lin. ft. ~1 Culvert Pipe, in place, 24", per lfn. ft. /~ O ' 3p / z0 O D 20 / DO . ` .... ... Culvert Pipe, in place, 30", per lin. ft. ~ ~ f Culvert Pipe, in place, 30", per lin. ft. I ! , 25. ( 1 I 1 26. Gra 1/co~ Surfacing, in place, per Ov, yG/ / p /~ D O d ~' ~ ~ Oo !!` / } J_ 5 00 po .. . 27- i 1 . 28. _ f _ i ._ _. _ . _ ._ 29. i ~ f 30. __ 1 1 ._ 31, 32. ( { ~ ,{ 33. Force Account-per bills and resolution attached I Total, '{ o o ,3 ao 6~ /So .._. ho .. .. 20 per cent. retained, as per contract, 2 / / Z~ 3 ~ 3 D per cent. to be paid by count9, 7 Z.~.~ ~Jr 2 2 / Z ~/Z D per cent. to be paid by state, i Appro7sed by Board of County Commissioners of •---•----------------------------------•--------------------........---------Count y of•-------------Fly;--~-----...---., 191....-- Leave this space blank for use oP Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual urements and tha he same is true and correct. i ~ ~ ---2Qil/ ~/~,,....~~ ~~ County Engineer. I, . . ... .. ........ .......................... ..'._'.__.,'7Gt~ving first been duly s o do hereby depose and say that the above bilE is true correct; that the work was act ally performed and material furnished as therein charged; and that there is due me this te, cording to con t, the sum of _~~:. c_~~ ........................... and th he same or any •t , f has not been paid. (slax srsE .-•- •- -- --- -- --- --•-•-••- •- ---••-•-•---._._....-~--_...._.....__..._ for /~ Cladmant. Subscribed a sw to before me this__________________ ____________day of••---••-•--------• •-•-------•-- 191_...__ Appr ved-------------------------•------•----•----...-------....---._.....----•-••----•- (SEAL) Notary PubZ2o. Residing at-------------••-•-------•------•--------•-------•-- State Highway Oommz-tsstoner. Ik~AR 7 ~ ~9~~~, l ~~~ A[J ®I°T'®i~'S ®F~'ICE STATE OF WASHINGTON Warrant No.----------------------------------------------------------------------------------- T o---------------------------------------------------------------------------------------- Account of Appropriation for Instractions-lead and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be'sure to sign both copies as payee; have duly sworn ~ to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will. be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLAIISEN, ,State Auditor. ~. - FHAN% ffi.-L®MBORN~ PUBLIC PRINTER - u;~ ~::~ •i i :I' ~- ~;. STATID Foam No. 33-1817. (TO BID IISED FOR ROAD ESTIMATP,'S ONLY) OR~QiSQ7r>a--D13•PLIGA~I4 y ;, STATE OF WASHINGTON .._.~ ..b.----------- --------- 19_.. (Postoffiee Address)..----~Q.~:'1......._..(...C1_yV1~SP,r...~._4t....~~----..:...---------........_----- -.....~.:.~_" C~~-J~1'-- hs'rr7 ~'Zoacq , ' ---------------------------- Count~t,,,~,~._~z~°.YS4./1.....__, Contract No..-----_.._..:...... Estimate No.-----......~~ :3 ~, Peie~s QIIANTITY TOTAL PEIDVIOIIf1 PanSIDNT .~ 1. Clearing, per acre /Q ~ Op Z 2 O Q DD f _ '~ Grubbin 2. g, per acre /~p D OO o0 . O a _- o ~ 3. Common Rscavation, per cu. yd. ~ f00 27a O ` ~ ~ do 4. Loose flock 1Jscavation, per cu. yd. 5. Solid flock lscavation, per cu. yd. 3 b ~ 00 O QO ~O ° . 6. Common Borrow per cu. yd. 7. Loose Rock Borrow, per cu. yd. 8. Overhaul for each 100 ft, per cu. yd. 9. Riprap, hand placed, per cu. yd. 10. Slope Walis, per en. yd. 11. Concrete, 1st class, per cu. yd. .. 12. Concrete, 2nd class, per cu. yd. I 13. Structural Steel Shapes in place perib. 14. Reinforcing Steel in place, per lb. 15. Pipe Rail is place, per lin. ft. 16. Guard Rail in place, per lin. ft. - ~ - y 17. Timber in place, per M. B. M. I 18. Piling in place, below cut-off, per lin. ft. . I I f .. _ -• --_ ~ 18. Piling in place, above cut-off, per lin. ft. I ~ .. _. -, 20. Cribbing Logs in place, per lin. it. ~ ~ ~ 21. Culvert Logs in place, per lin. ft. ~ .. _. . ,. _ _ ' 22. Porous Tile, in place, 4" per lin. Pt. _. I { - + , -. - -- . 23. 'Porous. Tile, in place, 6" per lin. ft. ~ { i ~ ' 2~/x'~~e .Culvert Pipe, in place, 12", per lin. ft. 2 O ~ j 200 ~ 00 0O f I y00 Oo Culvert Pipe, in place, 18", per lin, ft. ~ . ... V Culvert Pipe, in place, 24", per lin. ft. ~ p t I I ~ .3D Z p 6 0 _ _ 20 __ . - _ Oa _ . ____.: Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. ~ _J 25. 26. Surfacing, in place, per _ I 4 _ _ . . _,. 27. 28. : 28. ~ f _ .t ~ 31. 1 i _ _ 32. 33. Force Account-per bills and resolution attached Totals, 3 ~!9 0 ,~ 1f_/. °° 20 per cent. retained, as per contract, .3 ,'7J per cent. to be paid by county, ~ 2~ 2 2( 6 2/ per cent. to be paid by state, ~ i , Approved by Board of County Commissioners of •---••------...--------•-----------------------------------------------------Covent y This ..................day of---•-•----••--------------------...----, 191...... Cha4rman. Leave this space blank for use oP Highway Commissioner. I hereby certify on honor that the above estiviate is based upon actual measurements and hat a same is true and correct. /~~/ /--- County IIngGtieer. I . ............................................................................... having first been duly swo do ~.ereby depose and say that the above bill is true and correct; that the work was actually performed and material furnished as therein charged; and that there is due me this date, according to contract, the sum of ~....~.(v._Z/x...75 ..................... and that the same or any part thereof has not been paid. (slax a>.izE)-•-•-•--•-•-•----•----•------------•-•--.....--•--••--• .........................................•-•--------- for Subscribed and sworn to before me this ................................day Cladmant. of------•-•--------------•--•--•-•---•-----•-•---••--••---, IJL.._.. dpproved-•---•-------------•------•---------------•---•-----•-------•-•-•----••------•-- (SEAL) Notary Pubt2o. Residing at.--•--•-----......_•-•--•----••--••------•---••--•- dtate Sighway CommdsaEoner. STATE OF WASHINGTON Warrant No.....--------- --------------------------------------------------------------------- Amount, ~------------------------------------------------------------------------------------------- Account of Appropriation for ,_~ !w Instructions-Read and Follow Make vouchers in duplicate. Send original. and dup]icate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where required. ` Warrants will be sent. by ordinary mail at risk of payee ; or, will be registered if full postage is. enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbe_ ring the files with useless paper. C. W. CLAUSEN, ,State dudztm•. -. b`BANII Vii. LA 6I$OftN~ PIIBLIC PRINTEE ' ~;. ~k.