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Home My WebLink About#216 Lateral Highway #3~~1~'PRa~'T, PLANS ~l'13 ^~'~C~~~~AT~4g8 For LATE Ft~L ~iI t~kl~,~Y N4. 3 J~~"~'ERSQN ~T~ fi Port T~n~~x~d, 1~,~-hi~t~e~~ ;k __»•»•~e~••••o, DIIsL°C'~O:Ci~ OI`' ~3v1zG~GY~ ~ V •.• V a s:•M1I V• o• n•• u a o ~ e• o n o a o n .; • e• o ~~ o• o e g e e n e• o o n•• n,~ n e e o n a o o ~• ~ +~ •'l"' 1 General. RQquiremente and Covenantenne..e.., ..,.,......,,.•.E-1 Y V to A~ L 8-1~ 5pealal Pyovieions..,..n~ .,,~,. .J.e.,~,, e•.n.••~e~„•, ..~, ,.,,,•n.•nC-]. to Clearing an~x Gru'cnizzg• ~.• J• .. n J. n n n . a o e n.•.• •. n ~ t, n a c n n e, n O n 4 ~ j~`-1 to r?-2 Gredinga.;e•eon • .. J.n.~ ,.o ~•E-l to E~.l~i •v • e an Concxete Masonry (General} ~ e ~ .. . nn~ ~, ,~ ,. 4. n ., .)F~-1 tQ F•-2~ Founc~ationa ancY Substxuatures: ~ ~ , , „ .,~'A~~. do FA~-e ~onolithia Canorete Culvertan ~ , .> <, n e „~'B~-l ta. FB-G Reinforced Slab and .Girder Dxi~3ges : ~ ..... , ., . • , J ., ~ , J .. <~ „ , :, , . „ ,.FC-l to F'Cw~ •• 0 4• n 0 O O J D• ~ ?~einPoraed Concz•ate Axc es ~ ... J . e . ~ . • a ~ ~ , ., <. ., , FD~-1 ~~ to FC~ Y gn~.n..n.neoneoo.o~e,,. .,e<,..e.o.e.o•.>..,,,<) ~iaterprocFin ,,, ,: ,~:,FE~-1 w o F.E--3 } Reinforcementnnne,.noo•uon,••oano,on.,ooooGO•cnot.,,nnn••: . ^o.:,,.,c• V `'°1 ./ ~ l ,~ d G °-3 Timber ~ ir~u~i ~u.~es~~ n• n y • o ^, ~a c o o n s n e o ~ o :, u n n n n s. . o e r, n o„ u n ~ y a ., u o r o a oFl'~~ .{ . r ~ L,s ( ~ t S1"'{~' Preaexva.tive Treatment for Timbero , . , n ~, „ , • n , ., „ „ „ ~ . , , ~ :, n ~ n ~KiA~-l, to HA~-~ Steel Sty:ucturea~,.~.J.••o,~.e•e•.J••:.....,,ooneo.n~nn ono•~n~nJ~-1 to ~'-1~ Bridge Floors,n~.....,.ga.e,.~~e.e••e.:nn..enano.aooeve uoooa,.)r.o3-1 to g--3 Piling., ..:, ., ~., n n , . n o • ~ ... • e . n . • • • . • n • . o o . • n • e • n ~ . o n 0 0 o n Cement Rubble wagonrya n• o o a o . o•• e o 0 o a n• e e•• e, e • o a o o n o <• o u ;, u o .r •7J`~l 0 o n p ,) o +, o~l'~y tto lao ~L-~ • ` +'•'3 Riprap c o s o ,, o n s o• n• u• o o•••! o• ..• ... .. a• n o• r. o e • a u n c o n u.• n e n o o ,. o n 1Y'~l to ~ ~ ••°•~ Culverts and Draine~n.~.ee.....ne•Q•••en.~,o•n•nno.enw„ ~.~R~r.,~)Q-1 to 0-3? Log Grib~ing„.•n,,.,,.~.n•ee..•e•..••..•••.....J.•••.•. •e..•.,.P~~1 t4 I'~2 Guard ~tailoe•••eo...ne....e•.••...a.........o.o.nn~.~, ....,,..~Q~-l to Q-~ 4ns Course Concrete Pavement....n.•..eo•ooo.ooannne•o n . „ ` g y ~ ono.„..eRwl • 5A-l to to ~-~2 SA-2 . , ^ e Crashed Stone Surfacin ~, 'Iwo Course ~ $ - ',_;aer~eried Gravel Surfacing - Gne Course ., ., n ; • „ r . . n " • . SD~-l .... n ! e 5Cyl to to WD-c uC~2 :<vreened Gravel Surfacing Two Gouxee:, :, .. ; ~• ~ ., ,. ., . ,) • n n ~ St3-~l tc SD-~ and Painting.. n• e ~. •.•• e •.n . n o.. Q. v•• n u n n g o a ~ ,, . n ~Uaiit Pxice-:., • .~c .• o n•• • O. n u o c w o a n n u n. n r~cuNOS$l -' o 0 0 0 •, . P• T''"~ c e a n t0 to T-l0 w~ Y• Lump kf KUf• • a o o a••• o e. a o o~ o o e• o o n u n c a o 0 0 o v a C OP1 Tk?AC T THIS AGREEtdEtdT, made and entered inter '~hsr______day of 19_,,,,,y between the BOARD OF COUP?TY C0~1~6ISSIOhER~G OF Jafferaon County, 9tate~ of Washington, acting under and by virtue of Chapter~of the Lags o: as amended, hereinaf tex called the Board, and .~ ,_,._„_,_„_ M.___ _ for eel ,~ ~ ~ . heirs. executors,, adrr~i.n,iatratars, successors and assigns, hexe~~a inaf ter called the con.trac for o ~> ` WITPIESSETH ' That in cor_s{ de~ra.tion of the payments, aovena~nts aaad °agraea~enta, E: bereinafter mentioned, , to be made and per~`ormed. 'oy the parties hsreto~, the parties hereto covenant and agree as follows .;;:. ;' DE~3CRIpTION OF t~OR~ o 1 a The Contractox eha11 do all work an3 furnish all materials ~~` necessary to construct, improve and complete _____ _ Highway Non„_,,,~,~,,,. ~~ known as the___ Road, in Jefferaon~~o'ur~ty, Washington, ,;- between Station as~d Stationr~________in accordance with and as des- cribad in the attached plans. and epsci:fiaations, end. in full compliane® with the terms, conditions and stipulations herein sat forth acid attached, now re~- fsrxad to and by such reference incorporated herein and made part hereof as fjxlly for all purposes ae if here set forth at length, and shall perform any alterations in or additions to the work covered by this contrast and~evsry part thereof and any extra work whie~ may. be ordered as provided in this eo2x~ '- tr+~Ct and every part thereofo _:;~; . ~'~~' The Contractor shall provide and be at the expense of all mater '..<~.~~,s, Labor, carriage, tools, imG,letnents and eanvenienc'es and things of ~~~very desaxiption that may be requisite for the transfer of material8 and for .;;.n strusting and completing the woxk provicLed fox in this contract 3ud every •, r ~ tlvaar~ar~f 2, The County hereby promises and agrees wit~i the Contractor ~+~ employ, and dose eaaplay the Contractor to provide the materials ar,3 to do tnd to cause to be done: the above described work and to complete and finish she sears according to the attached plane and specifications and the terms and ion&itions herein contained, and hereby contracts tee pay for the same ar;o~xd•~ .rig to the attached specificati.ans an~3. the gcriedule of unit or itemized pricesr fr lump au~c prive hereto attac'-.e~d at the time and in the manner. and upon the' -onditiona provided for iti this contract acid every part thereof n Thr County 'uxthex~ to employ the Contractor to perforffi any altera.'ti. ono in or ui-iitie ~ he work covered by this contract and,. cver;- part t:„~ereof and any . 'orce E. cRr©.rk that z:~ay be ordered ~.nd t,~ pay for the same undr~r the ;erns oa: ._._.., son tract anc9. txs attached T,lans and specifications 3:, The Contractor fox hianself, and fo.r his heixs, executors, ad~ ~atox•s, successors, aes;igna, drips hereby agree to t e full performance i:he eovent~nts herein contained upon the past o~ the Contractor, the Gounty by reaec~n of entering into this oontractg except as axprsas~. provided hexein~ IiY ~IT~IESG WHEREOF, the said Cantraetor has exeoutad t1:ie 3 strument~ and~tha said Hoard of County Gommissionara of aforesaid caur~t pursuant to xeaolution duly a3.apted, has caused this instrument tv bo a acuted by and in the name of said Board by its Chairman, duly atteste8 1te Clerk, to day and year first above written, and-thC seal o.f said Fo to be ~:ereunto affixed on the date in this instrument first above wr~tt F"oregc~ing contract approved and ratified: _ ~. (SEAL) ~ ~, Surety r Attorneywin~~Ra~at Clerk of r~ait~ Boa=rd_....._.. .,_,.~..~....e., .._ ey of JF:~'FEHSOr1 CC?JNTY IAA J1AI~~1~=TJ~' aEieERAL RE IRF':"E~1T~ ATILT COVE~'A' In interpreting these specific, STATE ~ The State oY ~'ashingtc: I3IRECTOR OF H:IG~iWAY3~ Directo BOAADo The Board of County Commissioners of Je:. ENGZNEERo The Co~xnty or Construction Engineer, or his duly authorized aaais~ tanta, by whom all explanations and Aixectione necessary %or the satis- faotoxy prosecution and completion of the work deacrlbed in these epecifi~-• nations wi11 be giveno COrTTRACTORo The person9 firms co~~partnerehlpy or oorpoxationL or any ls~wful agent of such pereonn firmA partnership, ox eorpc:ation:, conatit1~:ting ono oY the principals td the contrast and undartakir,g to p~+rform the Rork here- in apeaifiedo CONTRACT2 Tre agreement betweenthe contractor and the County of Jefferson acting through the Board of County Commiasionerep The contract siia~,ll in<n dude the accepted "Proposal", "Plana"p "Bpeoifieationa~' and fOContxaot "Bond", also any and all supplemental agreements which reaeoz~ably could be required to complete the construction of the wank in a substantial and acceptable manners ,~~~3c~,~~ ~~3AL o The written offer, or copy thereofr of the bidder to perfoxm the .~~~~rk proposad~ ~LA~Sa The of facially approved drawings, ar reproductions thexeofD attached to this contract SP~GIFICATIONB~ The directions, provisions, and requirements contained here- in, together With all written agreements made or to be made paxtaining to the method and manner of performing the woxk, or to the quantities and ~ualitiee of materials to be furnished under the contract Ct911TRA~T BRNDs The approved form of security furnishes by the Contractor atr1, hie surety as a guarantee of good faith on the part of the Contractor to exec~ate the woxk in accardanee with tre term$ of the contract LABORATORY The laboratariea of the Department of Highways or tither labora~v tortes designated by the Engine erg ~?~Qt~NT OF CONTRACTU For the purpose of awarding the oantraet and determining. tie amount of the bond, the lumb sum bid or the summation of the products Qi the approximate quantitiae, Shawn on the plans or otk:arwiae stated, by $l~ nit bid prices will be considered the total amount of the bid axed the ~tx~l amount of the contract pricC ~. 1 _ __ - - Cpenin~ of Propoaal~ Sealed bid$ for this improvements will be received by tb of C-~~ ` `~ '~ ~ ' g®ionere of Jefferson ~bunty in the affiec of the Boa unto /O.OD~irsa, ~ p cloak _~~_~~ , at which time they will licR~. :d read No bid shall be withdrawn or changed after t !or ~, ,~... a . ~ ,,~, :ids sY~iall have explred~ date for Completion The ~rork under the fore, 1~ ht to Reiect Bids The right i$ reserved to reject any and all proposala~ to accept. the p xopoe~sl or pxoposals deemed beat for the v"ounty, or to advertise for now pxoposals ~~hen in the apinion of the Board the best interest of the County will be promoted thereby F_ ro,~o~al t~us,.ran tY A cextified check made payable to the Treasurer of the Co~ant,- of Jefferson for an mount equal to at least five per cent (5~~ of the total amount bid mst aceom~,any each bid ae evidence of good faith, and as s guar sntse 'that, if awarded the contraot, the bidder will execute they contract and give bond, as required•~ F r~~ ___me „~~`~rni shed Each bid must be made on the form attached to these speei.fications D~,,el_iaer r~„of Proposals: Each p~COpoar~l. or bid srdall be Qor~~a~.etely sealed in a separate package, addressed to the Board of Cour..ty Commissioners of ,Jefferson County, with the name of the impxover~ent for which the bid i$ szzbmitted plainly written 4~. the outside of t:~e pacleage B.-2 ~~: r:. ~' . rNATUREB: Proposals :~~«st be signed by the bidd@r with the sis~nature. 'ullo When a co~-partnership is a bidder, the agent who signs the pra- ~osal for the firm shall also show the names a.nd addresses of the indz : ~~: ~poging the firm l~hen a corporation is a bidder, the person signing; fnr shall state under ti:e laws of ghat State the corporation was chartered, ;he name, title, and ad::ress of the officer having authors ty under the ;:: ,ewe to sign contractso The proposal shall also bear the c~ea2 of the C~ .ration, attested by its sx~retary~ Anyone signing the proposal as a~;si~:.~ gust file with it legal evidence of his authority to do so~ Poatoffice address, county and state must be given after each signatures EGULAR PROPOSA~AS; Any omission of prices an items sY.oKn in the props orms, ox any addition in. writing to the far~i of the bid, ax any condi imitation, or prcvisian s-.~.11 be liable to render the proposal informs nd to cause its xejection~ The contract sht~lY not be filled in until fter the awardala !/i~~~ ~ric ~. XAMINATI02~ OF CQNTRACT A•~:D SITE OF ~IORK~ The plans shove the location and length of t3ie :~ighway to be ircproved~, Bidders axe required to read and exa~a carefully the plans, specificati cne, contxact and other forme governing the work embraced in trie improvement They tnuat eatisfp t:;emselves by ereonal examination of the site as to the nature of the ti~roxk and ae to all conditions affecting the performa~tce of t~~e contrast. It is mutually agreed tzat subcniasion of a proposal. e'n.all be oonsidered prima facto evidence that the bidder has made such examinationo Profession of ignorance regarding the requirements of the work will in no way sexve to modify the proviQions of the contract ERIAL SA3dPLESo Before any contract is awardede the bidder may be required o furnish a eemplete statement of the origin, camposition and manuf actors f any or all materials to be used in the construction of the xoadway, ta~- ether vcit!1 the samples, v~hich samples may be subjected to the tests pro~- ided for in these specificati.ans to detarr~.in~s their quality and fitne~as ar the e~ork® LARD OF COYITRAGTo .The aw~:.x•d of the Contract, if made, wi,l be to the lowest responai.ble bidder I~3o award will be made untill all necessary inveetip gations axe marls ae to the responsibility of the bidder RETURN 4F PROPOcAL CrUARANTY~ Aa soon as the bid ~ricea have been eompared, the Board wi].1 xsturn the puaxanty deposits accompanying euoh of the pxop~ oeale ae in its judgment would not be considered in maki:~g the award~T A11 other proposal guaranties gill be hall until t:~e contrr:ct and bond have hertz , sxeauted, after ashich they will be ret~:rned to the respective Uidders who~~:~ proposals they soGOmpany~ B-3 ;Ac'T 'act. has been awaxded, shall sign the neeeseary agreements, entering lnt ~ntract with the County, and furnish bond upon the forms prepared by the tgineer, and return them to the Bae- rd within twenty (20} q.aye from date >tiee of awaxd~ No Prpoaal shall be considered binding upon the County Dior to the execution of the eontraat~ nF:CUTk: CO Upcn failure to nd with twenty (24} days f xtified ci,:eck accompanying shed and tr.C proceeds Fa id entiar lnti~ tic.v cQll 4i'~L' 4 ~a,ilU rom the date the notice of t"::e bid w~.ll be forfeited lUli11p11 YIiC 11GV~ surer d i s ma~~ e, t; and the check wi; ~r~~A1 ai 11 qua u, ~.~vu veer.,. understood The intent of this eon~tract is to prescribe a complete wor~r or ~rovenient which the contractox undertakes to do, in full compliance with e provisions and rcquircments of tc:e contracto Ths Contxactor~for all or y part shall furnish a21 lalbor, materia~.a, tools, equip~zent~ tran$?~ortation, cesaary sup~~lies and i:~cidentala rmquired to make each and every ~itezn eam~- ete as contemplated by t''°za eontracto Any deviatiGn from these requixamante gt be stipulated in the special provisions of the speciiications<, ropoaed construction or =aquircmenta nat covered by the $tan~ ation will be'oov~,red by e~aeial ~xovisions ana shall be per.- The estimates shaven on t11e plan$ or in the spa cificatione, the eoifications anc? tree plans, arcs intended to reps went the ~v;;xk to be done, th xeservation o.f ts.e xi.ght by the cauuty, b;~ reacl_:tion of rise Board, p~rovtd b the I}ireator. of Highways, to alter t.ze grads line and alignment, eithex, snd *o increase or r~errsaee to quantities of work $s spe:cii`iad this cdntraot or a.*zy part thereof, and t^ or:~ler t e pa rfarmance of addition~y woxk beyond tsar liruits s~,saified by t':ie o4ntract~ The contactor sha7.1 . eYoxm 811. such ~~voxk in q°.~sntitica ad~3.ational ~bo or lase t~aa:z those designated tt',e ~~1t~3 or gpecifiE,ations as +~he En;~inc~ax may direc'~~, ei t::er vrit.ain or TRA ~S'ORR Any cx~xa. woxk made necessary by alteration of or ad:iitions to the plans or by other masons for which no prise ie provided in the con- tract, Shall be performed by the contractor as directed by the Engineer and he shall be compensated thexeforo as elsewhere provided hdreia~ CON.STR~JCTZON AND '.,4AINTEN.A.NCE OF llETOURS~ The Contractor shall provide and maintain at his oe~n expense in seeable condition such temN~oxary highways and bridges for two-ways traffic e may be necessary to accommodate the traffic diverted from the roadway or ridge under.aonst.ructioa and shall provide and maintain at his own expense a a safe condition temporary approaches to and crossing of intdrsecting ighwaye except that the Contractor will not be required to build and sainW yin temporary detours around bridges, where such bridges axe more than ~venty ~?0) feat in lengthy stox around a e loved section of highway having length of more than 500 feet, unless such detours. are p~•ovidad for in the ~eoifiaations or on the plena, ox orderod in writing as force account by 2e Engineer o Detours ~eaused by the operations of the Contractor in securiag arfacinr material shall be maintained by the Contr. actor at his own atpense sgardlees of the length of the i~etour~ I SPOSAI, OF STRUCTLTRFS AND OB$TRUCTI ON3 0 Where the Contractor is r eq-.~ired to remove from the F-ight of ~ayq buildings, fences, puncheon, telephone and pewer ~efilea, irrigation flumes,. or other structures not constituting a part of the roadway, and the removal of whic~~ is not ela®~+r.are ~~rovided fox in t:•~e~a si%ccifieationA or t~~c plane, such work shall be done accc~r~?ing to t: - Engineer ~~ a instruction, and paid for ~e provided under the alausr covr..r. ing "Force Ac co ~:ntW ~, In the case stxuct,~:xes constituting µ part of the roadway,, such s,a existing culverts ox bridges, area requirRd to be torn out and. removed, such work will be cor_sider.ed ws incidenta.l to "the atr~acturea -rhich replace the once re::zoved and ~rtll not bm psid fox separs.tely, and comFeneation for their removal shall he -~ncluc?ed in t:~r. pay,rent f©r new structure, un2ese otherwise epeeifica.lly provi.des~~. inn t a Spacial Provisions;; or on th* plans Iseable material shall be piled in neat piles along the edge o:f tr,a Right ~f R'ay as dlreeted '~y the Engineer and still xer~ian tr.P property of the County upon the approval of the Engineer, the Con tra„ tox may t~®e say toga, gravel, sand or otr.er t~at~r9.s,la which may occur in the regular road~- ay excavations, or any timber remGVe~~. in :::akin the i g mprovemant, except as erein otherwise provided] or any existinv structures that are to be rapt aged„ rovided that these matewiale axe suitable for and ~ ` ;.~~~1 in the worY~• The Olume of Mxcavs,ted nsterisl s sa used ans11 hR ~A~ , : ,,,.~; dk _ .~ _~ ~., ~, -- .___ .. rom the xoadway and from the ai~oini~~g Property, temporary structures and 11 rubbish and surplus materials resulting €rom the work which may have ccumulated during its proseeutiom~ All woods and brush in the roadway see ioxi including ditohes, s:laulders anti slopes, shall be removed end disposal f by the Contractor at hie cam expensao The Contrr.~cctor, at his own expen~ mmedi.ately Er for to comNl.etion of the works, shall neatl,p dress and Olean ~ Xl work, including shoulders, ditohes and Elopes, according ~Go the E;~ginee ireatiox and shall open up and Olean the inlets and outlets of culvertQ ~d leave everything in a near and orderly condition. rtant ntr Tt7L~ urn ~GLy yea wc~rx in0luo.ea In tills contract is to be dons under the direct aupes Lsion and to the complete satisfaction of the Engineers or l:is duly author, ;ed representati.vea, and t}~at the ~eeigi.on •of theEnginear, s-ab~eot tc the ~provel of the Directox of Highways, ag to the true construction and meanir~ the contract, planag B,peciYicatioraa and estimatee~ and as to all queotlon Dieing as to the proper perfoz.•mance of the woxk shall lea finalF The ~gine er sha11 determine the unit quantities and the elassificatione of all >rk done and r.~at$riala furnished under the provisio~-s of the agreements and .e determinstion thereof shall be final and coraclueiva and binding upon the ~ntractor~, The Engineer shall decide any rand a12 questions vrhich may arise to the quality ox aocepta.bility of materials furnished and work Fer~ormed d ae to rate of progress of the woxkQ and all questions as to the aecep;>~ ble fulfillment and Ix rformance of the contrast on the part of the Con~- avtor and as to ccmpensatio8o I~Tothi$U aonte.ined in this section or in Chia contract shall be °~atrued as requiring the Engineer to direct the m~atncd or manner of pe;~.„ ~ming any work under this contract IORYTY Ai~D DL'TIE~ OFz ZidSPECTOR~ The Enginecx may appoint ac~sietants to inspect s~,1.1 materials used and all pork dons Such inspection may extend to any or all parts of the work and to t.ho prepa,ra,tion of manufa.:tuxe of the materials to 'ae used 'I'ha aseie~- tar~tis will not be authorized to 7~evoke, al.tex, ex~aarge ar relax the prow visions of these epeoificatiG~zae~ An a:~sistan~ is rlaaed on the work to sat the necessary lines and gre,dea and to keep tae ingineer informed ae to the prd~;rsas of the work axed the manner ia~ which it is being loner also to ct~,ll ~~A il,ttdritionaf the eontrae ter to ~,,.. ~.,f,•~ „now,.,," ~~ ..,...._ _, ...~. _ _ __ ___ _ ..,. t~.vne, but failure of th+t aagit~tant or Eng3ne~r to c~.1.1 the attcntioa of the. Contxaotax to faulty work os• infringements upon the F}-~'~~~ ox epeaifi~;a-- tions shall not conQtituta accepta.nc:e of said ~~~ork~- An a:.~,istnt :311 not bw authorized to Api>rove or accept any portion of the work or to issue 1n,~- stxuctton contrary. to the plans aizd eneeificatior~Q~ The assistant wil]. have authority to reject defective material and to s~spstd any v~ork that is -being improparty donee sub~ec't to the final decie~.on of tzie Enginesr~ Th® a~asiataxat will es®rciae suoh additional authority as may from time tea - time be especis,lly delegated to him lby the Engineer PLANS Ai~D ~IOAK DRAWI23G5: The approved plans will be supplemented by such working drawings as are neaegeary to adequately control the work It ie nutually agreed that all authorized altez•ations affecting th® requirements and information given on the approved plans shall be in writing It is also understood and agreed that the Engineer may furnish to the Contractor such additional plena and erplanatio~aa, not inconsistent with the parpose and intent cS the original Flans and speci.ficationa as said Engineer. may deem necessary. to 3etail and illustrate the works and that the Contractor Ehall conform to and abide by the same,> Y6'oxking drawings for any stxuctura shall consist of such detailed plans as may be req~aix ed far the prosecution of the Mork and w~aich are nr~t in,= oluded in the plans furnished by the Engineers That' shall include shop de~ tails, erection plans, nnasonry layout diagrams and bending diagr~utir~ for rain~a forcing Rteel, approval of Which by the Engineer must ba obtained before any work lnvolvi ng ~nese plans shall be psrforc~Rda Plans far cribsv cofferdam falsework, cantering and farm work may also be required and in such cases gha11 be likevrise subject to apppval, unless approval be waived by the Engines It 18 eacpreesly underetaod, hov~evez•, that approval by the Engineer of the Contracstor°s working drawings dose not relieve the Contractor of any xeeponsibil.ity for accuracy oi' dimenei.one .and details, or z'o^ mutual agrear~ent of dimensions a nd details.. Zt is mutually agreed that tn.e Contraatax $ha11 ~e responsible for agreement and conformity of his worki~o.g drawings ~avith the approve.+. plans and sp®cificatians Thg cost of f+arniahin all ~~oxking drawings will bQ considered as included in the rxicss paid for the various items cf work, and no additiana; allowance will be ma3e therefor ~ CQNFOR~4Ix'.~ YVTTH PI~AA~iS AND llEVZATTONSc; Thc; Contras tar v~ill Ue govc~rn~sd by such ~sotione as may be ~;iveiz by the Engizn er in laying at ~~~~n~ar~i ~:~etsrmination of quantities of uroxk perfa~ The crraa sectian of th9 roadway e're.~.1. sae se s~:own on the ply rc~pU at intersecting highways, on curves and whe?:~aver, to insure cor~ec :ainag~+, or for t,tr~er xeaaona, c?Yaxages :gay be ordered big the ~~~~;ine~~r~, Shed s:arftac?s in rill cases shall conform with. the lines, grades, cxoaa ~ :ons and dimensions shown on the plans or as stak~ea by the En~;ineer~. T~ iadway on curves shall ba superelevated sand widened 3n accordance with ~ ,anc?.ard pl~~.nns fvx $urax•elavation and widenin;o Such other davi.atic~ng fz ie appraved plena and working drawings as may be required by the ®xigenc .' construction. shall in all caseL be 3etermined by the En~it~eer ens aut The contract, the specific~:tiane~ the plane, the special prov one, an3 all supplementary documents are essential parts of the oontrac d a raquix•ement occuring in ones ie ae binding as though occuring in all ey are int~anded to be coJQperatlve, to descxitae and pr^~ i,~e fnr. a ~,r,~:? rk„ Plana shall govern over specifics{ ~ ~- _ . .. ,. vern over both specifisation~ and plans . Any work or material ths3t may have be~:n accidentally omitted in e description of the work, but which is cle~arlp impl ied~ shall... bc~ furnish the Gontrac+:c~r as if it had be$n s~~ecifically statede. In case of dis- e~~ar~,czy of any planer or drawings between the scaled and figured dimensions e figured dimensior~e shale govpr.na in ease of disGr~,panc~y between estima quaxititie~s and ~l~l.aeation of work or maCeri.sx3.a on the ~~Inna or ir. th e ecificcutions, or in es~e.e of ambiguity of expression in they pl:ana car speaa- iaations, or doubt as to the correct interpretation cf the Q3ms, the dec-- ian of the EnR;ire Pr shall ba fina'1 ~, ~3TR/1CTOR ~~. A set of approved. plans, specificationR and special provisions d authorized altexaticn, will be aupNlied to the Contractor and these moat kept available on the work at alI tir~eao The Contractor shall bc~ present Cher- in parson or by- duly authorized repxesentat~,ve on the sits of the rk continually dlzxing its progress,., The Contractor or tiffs ~r~:pxeser~ts~tive all receive from tr:e Engineer al.l explanatloras and riirections neae;?sary r the satisfactory ~~-reaec;xtian and cao,rpletion of the work, The .Contractor alt not cause aray unr~eceasary delay or hindrance to ethex Us~rztr~ctoxs on e wnrk, b1.~t he shall ba required to cooperate ~vitil other Cantra.ctore to the 11 eat extant n cxFUCxI OIv' STA'_~F$ ° Stakes and mark.inge sha1,1 b~a set cr made by they Engineer to. give ~.e and gradexa .These shall bs carefully presorvdd 'ay the Cont~xactcr.: In ~e such stakes, markings, ox referer~caps era oc~rel.essly destroyYd o~• deface the Contractor ox his employees the expense of r~p~.acixag the same cvill be ^ _ .. ~. _ a ~__ - - - - - - -. ~ _ _ ~VnRK Av'?~ The Contractor sha11. provide sufficie; ~iea at all times for 1;he inspection of the wo~:k ~thorized represen•tativea "'he said Contractor s; hire authorized reprssentat.ivr., vztithout charge, construction as said samples may tie requi:`ed, ' such materials may bA determinsd~ RISZS:iING D, The Contractor shall furnish the ~ requixed to enable him to keep an accurate ~e~seso tie shall furnish a eta.tement of the ~borsxs anti teams employed each day upon the ant and material bills, or a statement in li equipment and materials received on the wo lth such other infoxcua.tion ae may be require nt, safe and proper fac by the Engineer or his sell fury i ah th e- Engine sample+a of materials u ix. artier that the char~a Engineer with such data as co+~t of the work as it pro number and xate ~of pay of work,, a1 so eopi es of all e ~u trsreof ~ showing the amo rk and coat therEOf, togeth i~ ime before the f3x~a1 acre~~tance 4f the v~ork~ Notice of guoh condemnation Hall be given in ~~riting by the Engineer Such condemned work gY~al.l ba im~= .di~ately taken down or changed rsfectivs. matez~fal shale be ir~med:~ately ~maved or disposed of to the satisfaction of the Engineer Fai.l:ure or ntg~- svt on the part of the Engineer to oondemx~ unsatisfactory material or re~- ect inferior wnxkmanehip shall in no tray release the ContractorP nor sY;all E be construed. to mean the acceiatr~.noe of st:ch woxk, -nor shall the final ~ceptance bar the County fro~r~ recovering damages in case fraud was praaticed~ r for defective work x•eeulting from the Cor~etru.ctmre dishonssty~ Fork done contrary to or rEgardl.ess of tc-e instruction of the ~ginesr, work done without lines, gru.dea and cross aec~tiosz stakes b€~f.ng even work done beyond the li.r.e, cross section stakes anti grades shown on ie p12xz.s or as given by the Engine ~r, or any devia,tic~n fror~~ t'ae plans and ~aei.fir~,tiona without °n-rifiterl authority Rill bs considered unauthorized anti t::,~- .~_~F.enes of the Contractor azid still not be a:easured or pa13 for by the sun4~y ~ t'.ny or all work no done may tie ordered removed and replaced. at the Hasa speclrieatxone may oe .serves on sa~c~ ~ontraccor, e1t:,er persUna~,I.1.y or ~ mailing to or Leaving same at iiie~ last poet office ad.dxeas known tc~ the na~irieex COtITROL OF ~ATERIA kND QI1p~,7TY OF '~sATFRIALS~ Promptly after the approval of the contract, .the Contractor she; Zetify. the Engineer of the proposed sources of sup~~ly of .~.1 materials to b~ furnished by him At the option of the Engineer the aou.rce of supply of a as of the materials $ha11 be approved by the Engi~,eer b+~fore the ael3.very ie ataxteao Representative pxeliminary samFalea of the character and quality ~reecribed shall ba subm~.tted by the Contractor ar pxoduced fox examination ~.nd teats by the Engineer On7.y materials conforming to the requiremer#s ~f these specifications and approved bbl the Enginaex shall-bs used in the ~vork~ All materials ~ oposed to ba use3 may be inaped.ted or tested at any Lima during the ix preparation and uses If, after trials it is found that sources of supply which have been approved do nor furnish uniform products ~r if the Xr od~zet from any source proves unacceptable at any tune, the Cone tractor shall furnish sppr Quad matedial from othez api~roved souxces~ No aaterial which, after approval, has in any way become unfit for use Shall bi lead in the works PLFS AND TFST~; All testa of materials furnished by the Contractor shall be made y the Engineer in accordance with commonly recognized standards of national xganizatione, and such special methods and teats as are in use at they State ighway Department°e laboratory, or as aft forth in the special provi:=io:ys~~ field tests of materials will also be Wade by the Engineer when 9~ry and these teats shall be made in accordance with standaxd the Department of Hi~thways of the State of ~P ~ahington~, Whexever reference is made in these specifieations to standard Ceuta or requirements of the laboratory of the washinc+on Department of High-- rays, the Amexican Saeiety -for Testing F;daterials, or otherorganiza.t:ions, the ~efere~:ce Shall be construed to mean. the standards that axe in affect at the lt~ta of these specifications with subsequent amendments, c:~angea or additions ~s th.ereafter adopted and published by the organization refexrad toy The Contxa.ctor ehs.ll furnish Buori samples of e1.1 ma.ter9.als as requested by the Engineer without charge., ~dater:.a.l shall not be used it it has bPer~ ac~proved. by the Engineer, SamFles will be secured and tad whenever necessary to determine the que.lity of the materialo Materials a .all be delivered on the a~+ork in advance, in such uantitiea as to afi'ora trze Engineor an opF~ortunity to make .fasts before thr~ atc~zials ors to be ~~ssd~~. the Contractor as to prevent damage from exposure to tnP eleme~t2, from ad mixfurs of foreign materi~.l, or from any other cause~~ The Engineer ~ri,11 r fuse to accept, or to sample for tee `ing any materis,la t.wt c,re ~.xproperly stoz•ed DDFECTIVE igATERIALSo All materials not ~~anforming to thg requirement.? of those aped ifications will be .re~ectrd by the engineer and a21 such materials wh~t•her in place or not, shall ba immediately removed-from the site of the work L.4~~ TD BE GBSERV It is zautually agreed bet~veen the parties hereto t :e whenever pmsnte ox contributions ar.e required under tre provisions of Chapter ws of. 1911 (Industrial Insurance Acts or any amendments thereof, anc apter ?_,~, Laws of 1917 (i~ediml. Aid Act) or any amendment thereof, ax~.~: ymente or contxibutiane are due and unpaidL the County may deduct ?nci. ~~~. om any sums due the Cantractor hereunder the amount of aueh payments or r: ibutions, and pay thc~ same into the funds created bg eaic~. acts fnr thu he~ all work by contract or day labor done for its or any politica.3. subdivis~.on created by its law, shall be performed in work days of not more than eight (~~ hours sash, except in cases of extraordinary emer~encies~ No case of axtra~ ordinary emersceney aY,all be construed to exist in any cage ~vhere other labor can be found to take the plans of the labor which has already been employed for eight (~~ hours in any calendar dayo In ca,ae of the •c~io3atian of the provisions of this article, the Engineer shall have the right to cancel thi-a contdxaot by written notice to the Contractor or to his suxety or its re~~reaen~ tative, and shall have thc~ right to c~omplet3 the work in trie~ manner provided herelnaf tPr The Contrac tar at all ti mee shall o~+exvc ar:d comply r~ith gill fed a.1 and state lavrg, ordinances and regulations in any way affecting the eon~- Qt of the zvox. k and shall indemnify an3 save l'ia.rmlt!3s the County against any sires arising from the violation of any such laws; ordinances or re~z;.Ation$::; SOLDZER~3, ETC a ICJ TGIF F'.~"LGY`dENT of labor, in the perfoxmance of t~~is contract, »r~~re~ae shall, be given, other conditions boin~; equal, to honorably die~- tbarged eol3lere, eailo~s, s.zad marine~~y but no other preference cr discriminate :ion am~'~n~r citizens of the i.Yz:ired wtrztea ~ha11 be n,a~~ , BAIJITARY t"~'K'JV~~iONSB Thy Cons•txaetor shall pr nvide and maintain in a newt sanitary aonciition such accr-r~moda,tionA for the usr of his employees a.a ray be necessary to comply ~Nith the re~uiramente and regulaticr.q of the State Board cS ~iealth and .of ,trer bodi~ss or tribunals caving ~urisdictiQn ther~ovsx~ He shall commit na public nuisanceo PEA~IfiS AND LICE~i~ES o '~ The Gontraator shah. procure all permits and licenses, pay al.l charges and fee$, and give tt11 notieesneaessary and innidant to the duo and lawful prosecution of the ~aork~ PATENTSY DEVICES, MATERIALS AN~7 ~°F~OCESSES The Contractor sha1.1 assume all ].iabilitiea for and protect the Oounty fxom any damages or claims r~i:~.sing from the use of any patented articl*s~,; processes or devires used in the execution of the ~rarkD e:~cept t?'sat tae t7r~unty assumes the reapans~.bllity of defending any and all suits brought for the infaingement of any patent claimed to re ini~ringed by the dea~.gnF type 0.~ .vnetz~uction„ equiament or mat~xial provided for in pla.~a furnished. the Clpntraotor by tht County, and to hold. t:,e Contractor harmless on s,c:count of any ~uita or olaims for royalty bas~,d thore-ona unless otherwise apecifict~.ly pzco~eidet PUaLIO Oa"1VENIE~NCE AND SAFETY; The Contractor shall at all times conduct the work in such a maanner Ake t0 insure the least obatructian and incoavianae to.traffie practicable Ex~-- isting traveled roads a~d~acsnt to or within, the limits of the improvement shall be kept open toy and in good condition for traffic by the Cohtractor all the t1me., Where the grading oparatione axe on or adjacent to the existing traveled wmy, the gra,~ee~ould be finished immediately after the mc~ugh gr'ad'ing is a©~•~ plated and the euxfacing matr~rial shall be placed thsrpon ae thr work prn~ greasov.~ T: a Contractor shall not open 'up sections of the work and larzve thew unfinished but he aha11 finish the woxk as ho goes:, The Contrafor shall so egnduct his operations as to have under construction n4 grAS.ter length or amount of work than he can prosecute vi~arousl.y„ ~ADFS AND 1~ARNZNG SIGNS On all impxover~enta the Contractor aha.11 provl3aa erect. and tail at his ocvn expense still x.~eceas~cry '~arricades cP s~xfaicient stxenht the ~urpoae intended, euitab2e and su.tficie~at lights, daungex sigaYalg;, a signs and ehal.l take all nescess.~i.~.ry precsutirna for the protactiaa o:f th wank and .safety at th+~ public,-, Any pare of the wc~x~s 4amaged from traff ot:~ar causes, :~ceuring priax to i to o.ff:icia,:. acceptance ,:.all be reia2dc ~3 paa~.e good by the Contractor at hie own expense is a, mtinnex sati.si'ac tbs Ensrine~ ~-r„ HYPO 1?arr~CaCLGr3 GSYC1 ticay~ :;Yas.l.l. ~~e ~_c~r~~ts'tLgte3 f~'iC:,. They f~.xst ox c_yteide~ ~~::r in ~-1~.Ci~ a b2'~:,:1Ttex that i~t ;.ki.ng it,~ Toe aa~:ond barx3~,c such a ma;~~f~ax as td be difA.'i~ ;AI.[i1 Lis C. V. jJG~~ :.Y,c~•f~ at ~c:6~A41 point ti~h~~x ba~~: ica~~e a:~u].1 ne a;~ill nofi sexicuaay e.d~ a~~.2 ~ ~e enn~ltr 3 a h~~;hwaa 3, G~.oee c~a~~.3 t~xt-r, tcc~. a~f lig~r it,~ ~~r~: or wreck a c ~tr'k,ed of Yleavv matcx On all baxriead.GS and oratxc~cticna there shall be kept burn, t night from subs~at until starrriee tarn _rs,i 1~.~;hta or taruhee, four tp fi e~+t ap~~a•~t, bQt:r uo which +~~;~ ~~ plainly seen at ~. point in the read thr andrad feat fr©m. t't1a ba.A ~The::cs two baarr.icadea are u9erl the l.ighta 'Hall be pxaced or. the f < ~rrics,~.e„ Tn da,3ttime the Contractor shall ~.aoe arzd r~ai.nta,in a red :: ~~~+ fact square in a c~onsp~ cuous pl~e in gad three 'from the bax~xia~r ~i~andred feet ~E GF E'~P~~OSIVES~ enan me use ox. axpt,os~v~+:~ ie ne~eassary zar tine pro~soauti~.vu o ~c wc:c.k, the Contract®x ahcl.].1 uses tine utmost care sc as Hat to endan ar r ~:.rapexty,, cause ~~ idea or aistur't~ the matyrials out~i~.e the neat l~nes ae craw seotion~ All blastinb :~~h~kl re completed iri the v~ci.nity at txLa~turc3s before c~onetruc;tion aa1 said gtxu~stures is undrxtaken~ X1].1 oxp yes shal:i be sfior~d in a aec~a.re m..annax and place in camplianc~? with loan Ewa a.~ad ordinanc;e,~, and :a11 such storage pl.acaa shall be may:ked a'iearly L~sngas:r.~ua Explosives" f.ECTI-7N AI~TL~ REST~J~a"~T1C~N Oi' PRCP~'1 The Gc~ntrartor shall ac3.s~.~uatelq protect and pre+aervQ from dac~agey ~stx~.ic 4ion ar,d intexfarsnr..a with the use ~a:f a.ll propaxty ~r its appurtaa~ aca~s~ c+r. or in the virin~ty of the work,, the z~emoval ox dastruetlon of ~rb:ioh ~ not oxdexed o.r provided fra under the cazatraot~ This applies tea publi.c~ til.iti~ea~ tr,essa ruonumentsz, pipasl, conduitef, urdergrot.~nd etructures9 culverts, ridgesg fences and property of all dascriptiona<~ ~htxever such p?~oparty ie ~a,rn•~ge.d; dr.st?:oyQd cr tr,e ~~:ge t hc+reaf i~aXer•J'exeu witho due to the' operar,iona ~' the Cor~tractor~ it Shall be :immadi~taly rest~+:rMd to #~ f`or.mer aond~.tieau bq ~e Cc~nt~^ac;tnr at his owY~. exprnae;;~ provided;, hc~wevsx, that notice by the Con rac:tt~r in advance of beginrlirtg wank under this contr.a.ct~ to the 4wn~,xs of ~blic =w~tiZitf.ee which occ~.~py the R~.g:~t of R'ay of t:a~s htghu~ays shall ba con ~~iered cWirpl.ianoe v~ith the pzrov±.s~.ons of th.e ps,ra$raph with r8$pa<.t to the t~:iities occupy:~ng ~as.id P.:xght of ~Vay~ In passing thr~~ugh privs.ta property thc~ Contractor must keep up his ev-n sxpenss such fiemporary fences as s?,a11 be nec;ossary far the pre sr. v~.tion of the cro~:~$A ana protections of tre p~•opgrty, and the Contxaator all ?-~e liab3e for soy rr all damages xesulting fr.c+m a nan~-~cc~mplianre ~rlth is r~-~E~ireme~;t. The Contractor s:~.all assume full liability to and rei~nbuxge ne~s of ps•ocerty car its ap~;urtcnancd$ on or in thr vi^inlty of the woxk for ~ Ge3~b, CC~~, ~.23~UZ'y Or d~v~Ii~,~a". W;186tbG1CV~3r. $tlr~.t ~r:av he! .ct~ f fnrari by c . i A n:ae,.. ~~euXlt~rB~ dire~,tly or indirectly„ through the operations of tying out the ~vc.x•k, '.'ce Cantx~ ,t3t.yt' ~ vl ~ ~:Sr ~'uQ90Z1 ~:t~c~r or any of hie ash or violation o. ies ox obli,gatiarAs ~ctox snal:l be liab`1G for all dams,gva and injury ~+rn~c aich ehuli oac~~.x tc~ ~u~y pcxe~~?n ox p~trstavs ox prop± directly 'ox indirectly of any operations of a$id coy servs.-,.~.tae em~iaoyees, ,ar sub~~c©ntr~toxa, or of any f thy: provisions of t:nie agreement or of any of hie t~zereunder,> C RF~'JIR~?~ SCR P^~?iEWTIOU C~' G'~JUi17 Ths~ Cor~txactox s,7xees to exaaute end furnish to the counvg R Bova. ~ sufficie:nt bond kith sx~ approved eu.re~ty company ae surety, said bond to be -a3le to thy; county in the pence sum of the full amo~~.nt of the contract, -di~tivred that all. the provisia~is of this contxsct shall ba fai3~u11y per.~- ~med by the ;~ont:r.actox, or the surety if so re~uix•ed, and shall indemnify County ags~inet any dfxec't or indirect damages that shall be suffered o~ ~imada for in~uriee to pergc~ns or piopexty during the carrying ou.t ®i' tho ~k of this contract, an.~i forth°*r c~an3itianed as x e~t~ired by all pe~•ao~~ anc~~ ::I1 supply soar pdrsc~x~ or pe~•eons or aj~b>aontxactoxa,and aataxial men, ax~~, . pAxs~iYls tn~h0 sh+~~.3 supply such pexson ar persc~nd ox sub--~~sontractars ~h prov-3ions ear sui:a>? ies fr~r the aarx~ying an or such woxk~ I.f the Faaxd c11 hsve raasc,n_ tc believe th::~t the a~3:'i~.xi*y an s~.'~d t,r,~r~d. has beavmd f,t~ps,ixod -ae the a ~ecu~ion thexec~f a or is ix~ r• . ~ ~'= ;~ ~ °°~~. `. `: '.. ~~ uqui.re the Contxaa t©s fuxnish ether ar additionsl securi~t,r, ~ .~. $GnE3 ax alt;err.tlons t21~,'~ m~,y be t~rc~erCC.i Dy tinr.. r.nga.n.-try Bfa:i..6.1. DC a'G tiuC7 ale risk of tr~o Contractor unto. the entire impxovement shall have been finals.; yce~pt~^d by the Depc:.~•fi~~eint of Highways,, a~~.d c~,ny damage or loss, whether xam action of they ele-aex-ts or from any other cause, -that may occur or re~-- ~.lt to the same and any pro¢eati.dn againsta anci rGp~iir or repi.acemenr of, ~a~e ar lass tx:+are+toF px•i.~+x° to acc~ept~xar,e of sa18 impxe~ve~,pnt, shall f~l~. ion enc. bs: u~a~.ie goad by the said Contractor rat his own c~pense°~ Thy; Cc~ntrac.tUx• herehy asp:umrss fu13 rGei-ansibility anti 3.iabill ty sny daxt;r~ge ~rhich may rc~su~ t directly or indir~setly fxram the method or Ct~:T pg z; ,.rfr+rrr,~,Rta WO3•k~ undex this aant.rac~:, regs~rd~.eas Cf whether the swab k,e cau~s~sd by' the negligence of the, Gontraotor• or nova, ~~IUIL.~"y I~y::aJ<~T~tA~I~~"~:t~A~~~o ~e vantx~.ct~-r sha~.7. nc~t lets. ase~.gn, or txanefax this contxgct~ or herein ox any part thereof,, tai±hout the ,consent in wrating of Thy Contractor shall. give hiP pexaonrx7~ a~.tention to the wnZ'~ a ill t~r~ ^_°~~• .:~,.~;.' ahya~].1 be7~pxa8ent,1~in per:~on ax ~~ ~~.~.,;~~ wLttho:izec:~ z•A;~:z~~:~rzat~ ~~ H1~~° .~.. I;i~ A Vl:~ ~1fJ1 8 ~.+~n~•,l pl~. w~ ~y ~w l.tl t". ~A~ i C•~J jJ ~.~ JJ. ~::~~I ~7x\.~ ~`n 4~,~ ~ Z•{;:4~~'~:vA st~°ucs r.ic~na from, the Engine er< Any sub ~cc~rtx~:ator shall ;~~: cc;r...sidsb~c,?. t21e ~g~ni; of the Cc~:~st,ractor anti the' lo,ttex shall '~~ ~eaponsible gor, ail. ,pork a ~a,teritz.'~ fuxni.ahecl any inciebtecjneae inc~urxed by atteh a~;~+nt, )PENIriG 0~` vEC'r1C?I C7F ~iaGH~AY T~ TPA~'FIC a The Cr)Unty hr~reby reserves thr, : i ghfi~ tt1 make use of any ~~rlx~ti:~ ~f the v~ork before the comlpletian~ Cf the e~ntir~ con`x~.ct ti~cith~;~z.l'~, :;.rL~rali.d~. .he aantract and v~ithout constituting arcrptanre of ~y of the wo.:k<~ ly ^7!Tw r. aQ71 wv ~ 1f tL.Li 1 .I.~LIUt~ LrJ. YV!7.~~ 1Vb~ Vt1C d--,]YSli $L1t3.11 UC F3b~t7Y~~Q@Q Dy~ GfIG' li(7Lln ithout cdst to the cc'nta•artore It is undex~at~~~~d ~wid a~;xeed b3- the Cont r, that, ~.f it should appc~.r at any time that the Gc~-ar~ty has nc~t az.,~+t~ir itle to all of 4~he right of way and lands neCe~sr~xJ i'ax ~:he pcxforraxaar he wdxk under the pxaviaions of this agreement,, tr-e Cc+ntrP.~ctar waives a: ~ci all claim for damages against the County aanct its officierHe which thl on~tlxactor. may suat~.in by reason of any delay in the- perfarrs~ance of baid r::r.as~ioned by thQ i'=~S1ure of the County or its officers to a.c.quire titl~a ny of said ls,ncis ox right of c~ay, btxt that tae da*e fc,r ~;ompl.~tion Rill xtended a nd~mber of days equ~.l to the period of such delayo D ~PAIVER OF LEGAL- RIGEi7Sg 5houlci an error be dieeovered in or payr~eat of unauth~.rized work c mrxd,e by t2~.e final. estimate or should dishonesty on the part of the Gon~ motor be diacavered in the work the county rdservea the right,, after the anal payment has been made, to claim and recover ~S' process of 1a~r! such sums ~ ms~y be sufficient t~ correct the error, to recover the overpayment, ax to ~-ke gaod the defea to in the work resulting from the C~nttraotcr ° a di ~+hs~ne~aty , EXECUTION A1'D PRO?'zRF~S PLETZOP3 The Coz~tractnx Shall begin work called fax under t hip a~;recment ithia tez~ tlQ} ds:ya frog the date of tris oontxact ara~ shall diligently ro,aeaute the s~~nie to Cop?pletion in. all raxt;a and xcquiremaaats within, the, time pecif~,cde PRGVrDED, however, that ti:e Board shall have ~a2~.a ri.gk?t, at t~icir excretion, to csxterd ti~.e time far caspletic~n of paid waxk~ No 3i~.ch exts~tlfi$GYi hall be valid unless the aamR be in writing and sigr~cd by the Boa.rc, All. equeats for an s~tenaion cf ti.~ne rruat be Sn tivx~ ting acid be a<:cami~aniad by kte ~vxltten conaant to such extensian by thnM aur.ety asp the bond. cf th.e Cnntrt~n Time last in r~gl.aced Improper woxk or ~ateri~.7~ s shall y ground to the Contr~.c:tor for ela.imin~ an extans! on of tuna for etian of the work, and shs.ll. nGt relra,se tre Crintract~~r from dar~~i .The Engineer shall have authority t~~ suspend the woxx cn accou ~f unYavorshlr~ wea'th!-a~ coaaditionsy or any other candit~.ou w~,Gh in. the ,~udg gent of the En~,,inecr makes it impossible to secure first-class resul.ts,> T ~ontraetar shall immediately respect the written order of the Engin~r+r to rind woxk wholly or on any part,icuiar section of the raad~ 3t it becUmee ~asary to at 1;p the woxk for a protracted pz.riod~ this Gontxsctor sha~l~ take :very greaaut' on to prrvet~t rant' damage or unreasonable deteriora~:ion Qf th pork during the time it is closed down:. Thr. Contractox shall net max~+ any ~lair~ or demand far damage by reaaan of sash suspansiQne in the work„ but the date for completion will be extended by the period of auk ®uepeneian~ The Contractor shall not suspend the work wlthocit authority in writing fro the Fngineero The work shall be xesumed when a4 orc~errd ox app rovRd in ~rxitin~ by the EngSneer~ FL A' Should the Contractor be delayed in the prosecution or cr~mple~-- tion of th~a woxk by the act, z~eglrot or default of the Eng lacer or of any ether Contra.etc~r employed by the County upon the w9rk, or by any damage caused by fire or other eagualty for vh i.ch the Contrae~¢,ox is nut respon~. Bible, or by combined action of. the workmen, in no way caused by or reeuity 1ng far default or collusion on the part of the Contractor, then the time herein set for the eompletion of the work stall be extended For a period equivalent to the time lost by reason of any rir a1.1 of the ct~usea aforesaid, Which axtrr~ded period cahall be determined rand fixed by thA Engineer, whose ;lstexmtnation eha,11 be f~,na~., but no Bush a7.lawa;:~c shall be made unless a alaic~ therefor is presented 1n writing to the Engineer within ten (1C~ days after the oc:aurreraaa of such delap,~ U1~F TO CO~dI'LETE WORK OPZ 'II ?~fE o Time for aompletion of the work se pravided by this contract is admitted to have beer. euffieiently advan.~ed so as to a11ow resulting benef'i.t tv the ec~ntractax from sarlier'bampletion of the work., Times tn~arefs~re, ~ha.].l be o.f the essenat. of this contract and the Contractox doe a herebby agre® in return that, in oars the Cc~ntr~tor shall fs.i1 to complete this aor~tract by sand at the time herein men tione~d, ax by and at sash ether. time to which the period of, corr~pletion may have bean e~ttendedr the Contractor will pay, and dose hereby promise and agree tc pay, to tie Cour=ty, as liquidated da~xag~rs, aricin~~t to bR claimed by him as a forfAi tore cr penalty, the ouro of fifty r~a•t~ial tine o~ campletivn rvhicYa said e~.n is hereby stir®sd upon,, fixe 3etc~xained ae~ and to be the 3lquid~ted d~maF;es that wi~.2 be auffexe the Coun-~•y by aua1~ fali,ur® to complete the work v-ithin the t:tm® Hamad v%,x:tractor doe+~ furthrx hereby authcrixe anci dirPrt the County to de ~:ana from the aano~.~nt due ar to beccme~ due the Contractor, and the Ca ,ctor doss fort;her her9by agree that, cry such dad~actiax~$ or payments, p~ayaienta made under this eontrac~~ shall not in any degree xelaase tb Utz+~ctor fxoa~ the fur therobligationa acct liabilities in rse sat to the .file msnt of the entiwe cortr.a.ct.. ataxfic~.ency o~ propexly skilled workmen or of material cif the propex ~~aa_. ,~r fa:i], in any ~resp~act to praaecute the week with pro~tnesa and diiige~r~~ ~r fai.1. in the psrfc~rmanoe of any of the agreements hsr.ein contained, t: ~oar~3 easy at their option, after giving three days written notice to th;. ~ontraotor~ provide suoh sifficiency of labor ox materfala axed deduct t:~ 3oat thereof from any monies due or thereafter to became due under thim •.ontr.aat< If the Board shall aoneide~r that suoh ref~ieel, negleotr or i'.-, L$ e~afficient ground for the following actfonr they may bs written notice the Contracstor and hi.$ surety or his representative, or, if the Contra.at©: ~,bandona the work undertaken under this contrast, the Board racy at their )r~tit~D with suoh wrf.tten notice to the surety and Nithout any written nat. to the Contractor transfer the emfaloy~nent for said wnrk from the Contractc~i~ to the surety Upon receipt of such notice suoh surety shall enter upon the ar~t~ie9@ and talcs passessioA of all materlals, tQnls and applianrsa thareoa for the purpose of oomplet~ing the work Included tinder this cnr~trart and em- ;loy by contract ox otherwise any person or pAraons to ~ Wish the work and >rovide the materials therefor, without termination of the contiautng full 'arcs and effect of this agreemento Tn arise of such transfer of empleymao t :a such curet;~9 the aur~ty sh+~ll~ bQ paid in its ov~z~ name on eatirnataa cover~~- ing work subsequently perfaxmed und~,r the terms of this auntxact and according :Q the t®rma thereof without any right in the Contractor to mike any .claim 'or the 4ta~t3'ie or any part thereof In lieu of the Yoregoin,~, if the i3tu r3 say so e2eat, they may terminate the mmplayr~esnt of the Cgntraator for. ew3d reek and enter upon the prem~.ses and tales possession of a2.1 materials, tools ~sd appliances thcraon fs~r the puxpoe~e of aompl*ting then work incl~adad under .his aontxsotg and employ by aontxact any person or persons to finish the work Ord provide the m atoriala therefore In case of di~conti~auanae of smploymrnt ~;~ the Board ae aforea3ld, the Contrac nor shall not be entitled to rece~iv® 'urther any balanc~a of the amount to be paid under :'His aon~raot uc.~tll the cork shall b® fully finished, at which time, if the unpaid balanaa of this uxount to be paid under this oontac:at shall CsY.:~G'P,Lt the expanses inau.~red bf the 3orird is finieh~.ng the work and all damag®s sustained or which may bo sustained }y the County by reasna of suoh refueal~ nsgleat, failure or discontinuance a~f ~mploymsntA suoh excess shall be paid by the County to the Contras tor, but if such expense and damages shall exc~ePd the u.~t3aid balance, the aontxaot4~x and surety and sash thereof shall be ~oi.atly and Ee9erally liable therefor to the County, and shall pay the di.fferenas to the County Treasure: a CHAPACTF;R OF WORKMEN : Incompetent, careless or negligent employees or agents wi: forthwith dichaxged by the Contractor upon the written request of the eer, or his authorized representative, and failure to eomF~ly with sucl queats'shall be sufficient grounds for the termin at-ion oP the oontrac~ ;dEASURElidEN T AND PAY>l~ENT MEASUREMENT OF QUANTITIE$s The determination of the pay quantities of work performed under the contract will be made by the Engineer based upon the linen, grades and cross sections given or measurements. made by him or his asaiats-nte~~ In cam puting volumes,-the method of average sad steer will be used for excavation and embankment. Corrections for curvature will be made where deemed advise by the Engineer. All items trill be a omputed in the unite in the proposals aaaoxding to wall recognized engineering principles, and no local rules or auatoms shall governo No allowance will. be made for work done or material planed outside of the lines indicated on the plans not ordered by the Engin SCOPE OF PAYI~FN The Contractor shall. aoaept the oompensatiion, as nerein~ pr4YlaeQ, in full payment for furnishing all materials, labor, tools and equipment nec- eaa axy to the completed work sad for performing all work eom~"sap2:ated and ems br aced under the contract; al8o for loss or damage arising from the nature of the work, or from the action of the elements, or from nay unforeseen diffi~- oultie~- which may be encountered during the prosecution of the work until the final ewGeptance by the Director of Highways, and for all risks of every description aonneoted with the prosecution of the work, a18o for all expenses incurred 1n oonsequenee of the suspension or discontinuance of the work as herein $peeified;'and for completing the work according to the plena and specific ations~ Neither the payment of any estimate nax of say retained per- centage shall relieve the Contractor of any obligation to make good any de- fective work or materialo ALTERATIONS IN ORADDITIONS TG WORE OR AMPLIFICATIGN OF PLANoo Any alterations in or additions to the work ccvered by this con- >~ra0t Or any part thereof deemed necessary by the Engineer may be made in the Rork phor-n and described in the plane and spec ifioationa, but only upon vrri.tten order of said. Engineer or his authorized representative, by resolution b!~ 'Ehs Board approved by the Di reo for of Highways, and. when so make, the v alu of t>ae ~rork e0 added o r omitted shall be computed by the Engineer under the pro~visione Of this oontrsct, and the amount so determined shall be final. and papolueive and binding upon the contraotor~ In the oalcnlation of the amount to be added or deducted, no con- sideration shall be given to the item of anticipated Drofits, and no allowance for such anticipated profits shall ~e made. Payment for any increase or decrease of pap quantities of work ither within or beyond the limits specified in this contract, shall be made ccording to schedule of rates and prices or prorated prices forming apart of his contract, unless otherwise provided by supplemental agxeemento No addi- tional allowance or deduction shall be made for anticipated prafits~ Prorated prices are the unit prices which bear the same ratio to the En$ineer'a preliminary unit~prieeg as the Lump Sum Contxact prise bear, to the Engineer's total preliminary estimate. )RCE ACCOUN2 wORg; llhaneoer in the opinion of the Engineer the sohe.dule of unit or itemised prices or prorated prices forging apart of this contract does not apply to items of extra work ordered in writing by the Engineer, such items or work shall be paid for at a price agxeed upon in writing between the parties to this contract before such work is done, or on the basis of force account in the following manner l~ For all labor, teams, and foremen in direct ohaxge of the specific operation the Contractor shall receive the current loo al rate of wage to be agreed upon in writing before starting abch work, for each and every hazer that said labor, teams and foreman are actually engaged in such work, to ~h ieh shall be added an amount equal to ten per Dent (10'0 of the sum thereof 2. For all materials used, the Contractor shall receive the actual cast of such materials including freight c2:argee as shown by originally reeeipted bills, to which coat shall be added a cum equal to ten per cent (IC1°~~ thereofo 3o For any machine-ppRer tools or equipment which the Engineer may deem necessary ar desirable to use, the Contractor will bo allowed a j~ reasonable rental price,.to be agreed upon in writing before such work ie 'I begun, for a ach and every hour that said tools or equipment are 1n use oa such Nork anc! t0 which cum no percentage eh all be added Said. rental price shall be full Compensation also for fuel, lubricants, repairs and all other expenses tt~dtdental to the use of e~id taola and equipment The campenaation~as herein provided shall be payment in full far all ~-ork done on such force account basis, and shall cover all expenses of eneiy aatuxe, kind and description including overhead expenses, use. of tools and :,~ •quipment for which no rental ie allowed, and profit. 8o Claim for such torae aaeount work shall be allowed accept wxltten order by the Engineer prior to the performanoe of euoh worko No shall be eonst-rued as to roe account work vQ1 ioh oan be measured under the epeeifloations and paid for at the unit prioes or prorated prices named the oontracto upon work in The amount and oost of any euoh force aaaount work shall be computed by the Engineer and the amount certified to by him ahali be final and oon- olueive and binding upon the Contraoto A~.Claims~for work done on euoh foroe aocount basis.ahall be submitted with the estimate oovering the work~per- formed during the period in which euoh force account woxk was aotuslly pars ~, foraged, and shall be accompanied by the original written order of the Engineer, and the original receipted bills for materials, supplies and freighto PAYMENT AND RETAtNEn PERCENTAQES; Payment Shall be made for work and 1 abor performed and materials furnished under- this oontract according to the schedule of rates. and prioes or prorated prices ~d the apecifloations hereto attached and made apart hereof, Partial payments under this oontract shall be made at the request of the Contractor once each moath, b seed upon partial estimates to be made by the Engineer as herein after provided fore provided, that, in accordance with the provisions of Chapter 166, Lawa of 1921, there shall be reserved and retained from the monies earned by the Contractor as determined by such estimates during the progress of the Rorkpesformed under this oontract, a sum dqual to fifteen per sent (15~) of such estimates, the aggregate of which amount~r to the sum of Two Hundred Thousand Dollars ($200,00000) or less, and a earn equal to ten par cent (20~) of such estimate the aggregate of which ex,z oeede the sum of Two Hundred Thousand Dollars ($200,000.00). Payment of said retained percentage shall.bs withheld for a period of thirty (30) days following the final acceptance by the Director of Highways of the mntire work as completed and shall be paid the Contractor at the expira> Lion of aaLd thirty (~0) days in event nc claims, as provided for by Chapter 166, Laws of 1921, have been filed with the County Auditor against said fund zn event such el aims are filed, the Contractor shall be paid said retained per eentsge lean an amount sufficient to pay any such claims, costs of action and attoxney lees, to be disposed of ae provided by law. Unless otrerwise provided in the special prov manta under this oontract shall be made by the State Treaeurex from t ,~~~"era/ `+ghWap fund upon we-f rant of the State Auditor;. upon presentation of F are by the C}nn4rin+nr ~s~1 rl vn~~rthe~rc to lea ar»rna•sA h•r ~l,d R..ewA e.nA .•. UJ ..L ... _.»_ Old2?'M~~~~EM$ The County shall have the xight to cancel the portion of the con tact relating to the construction of any item or items therein by the payment o the Contractor of a fair and equitable amount covering all items of cost naurrad prior to the date of oeacellation or suspension of the woxk by the ngineer, in the manner provided for "Alterations in or Additions to Work or mplification of Planso" Acceptable materials ordered by the Contractor or delivered on h@ work prior to the da~se of oanaellation or suspension of the work by Ordex f the Engirm er, shall bepurehaaed from the Contractor by the County at the ctual coat and shall thereup become the property of the Countya ;CEFTANCT OF TAT 110RS 1t is mutually agreed between the parties hereto that approv al~of the final estimate by signature thereon of the Director oY Highways shall con~~• statute acceptance, on date of such approval, of the work materials included in the items comprising auah final estimate, provided, however, such approval shall not cone titute an- aeceptanoe of any unauthorized works that no payrrcent made under this contract, except the final payment, shall be evid.enae of the performenoe of this contract, either wholly or in part, and trat na payment shall oonftitute an acceptance of unauthorized or defective work or of improper material. ~:.~- CLL AR 21~a _ _._._ _________._ -. CLEARING DE ~CRyPTI ON o The right of way in general will be cleared to the width of j0 teat on each si3e of the center line, but will be cleared to greater or lesser widths where designated on the plane or ordered bit the Engine,ero Cluing outside of the right of way shall be done under the same speoifiaatiana and be paid. for at the same price as olearing within the right of way. The clearing will in all oases oonfoxm to the stakes set by the Engineero Rithin the 11nea staked by the Engineer, except as hez•einafter specified, all trees, brush, logs, uptstrned stumps and roots of down trees, and other orgaaie matter shall be removed and burned within the right of ways Trasa shall be felled on the right of way. DTo stump shall be left in the ol0axoci apace with a height gxeater than its diameter measured on the high or uphill side. IIndex fills of moxe than five (5) feat, the top of stumps shall b® out at least tour feet below grads .Trees designated by the Engineer shall b® left standing and Dare shall be exercised by the Contractor not to damage such trees in tall ink; add aeent timber or in burning A1,1 merchantable timbex unle®a otherwi+~e specified shall be cut into logs of standard lengths and decked, along the side of the clearing or within the right of way outside of the clearing, free from rubbish and worthless logeQ The Contractor shall provide cleared specs for decking the lag$ or moreharatable timber at his own eapansa At such times as the State or Govexnment authorities prohibit burning, the refuse from the olearing shall De piled along the sides of the right of way at points where its burning will not damage ptanding timber, and v~hen ®uoh prohibition is removed the piles of refuse shall be burnsdo Clearing must be serried on anti completed at least on mile ahead of the grsdirag. ~A9URF;~ENT AiJD PAYI+dENT a C2saring will be pain for by the sore for the area aatually oleared by the contractor, in accordance with the stakes set by t5e Enginer, at the oonp tre~ot unit prise per acre for clearing which prise shall bs full compensation i'Ox all woxk required under the heading of "Cie sting". Where an existing road lies within the right of way, the area of sur.h road on which na olearing 1• dons, will not be included in the pap area for alearinga Dec~ox~.ption; DANGER TRIa,~;3 Trees designate$ by the Engineer as "Danger Tre®a" within or without the Area of the Right of Way shall be f ellea and bucked into lags of merchant 4bL~ l~~sgthe anises otherwise specified. The lim~~a, tope, debris and waste p~~~A shall be di®pased of as specified for clearings ;, The trees shall be out above ground at a height approximately equal" to the c3smeter of the tree at out-off, measured on the high ar uphill side.. ~EA3URE`dENT A.1D PAY3dFNT ; Compensation for the remov al oP danger trees, as herein set forth!, shall be made at the contract unit price for the remove.!, of danger trees of the! size limits specifia3, which price shall be Pull compensation for all work spaaified abov e ~USBING All stumps and roots embedded in the ground within the areas in~ oluded bet~eeen the slope stakes of all excavation, and of all embankments of five (5) feet or less, shall be removed and burned within the Right of i~ay~ •t 8u0b times 88 the State os Government authorities prohibit burning, the refuse fxom the grubbing shall be piled along the sides of the Right of day at points where its burning will not dam age standing timbers and when such prohibi~"~ tion ie remav ed, the piles of refuse shall be burnedv Grubbing shall be fully completed at !seat 500 feet in advance of grading operations !!here the item of olearing is not included in this contract all upturned stumps and roots of windfalls within the limits of tFle cleared area outside of the ®lope stakes of excavations and embankments, shall also be re' s moved and burned• The ,Contractor shall eati.mate fox himself the nluuber of such upturned gtumpe and roots shall ba included in the unit oontraot price per sore for grubbing within the elopes ~akas. No agtra compensation shall be made for the removal and burning of the stumps and roots of windfalls outside of the elope stakes ~d~ASURE~ENT~ Ai~D PAY ~l Grubb~.ng will be paid for by the sore for the area aatua.lly grub by tba Oontr actor, within the limits above epeaifi~d, at the contract unit pxioe par ~+a~ae for grubbing. which prioe shall. ba fult oompensation for. all ~rCxk required under this heading of "Grubbing". Fibers an existing road lies within the right of c~tz~~~ tae area of such road on which no grubbing is done, will riot be i ;::~~ ?}' ~ - - :' A,z=y area for grubbing nESCRIPTIOfi Under "Grading' ie inoluded all exoavatione and embankments re~- quired for the formation of the roadbed, the digging of drain ditches and outting new cannels for streams, either within or v~i~thout the Right of wayq excavations ox embankments fo* bridges, culverts, an3 oth®r st~ruetures, and the grading of intersecting highways and pxivata road, or drivea-:~ya and gra,dw new approache+a when ordered by the Engineero of all m3teriala taken fromlwithindthehlimitsvof theaworkacontraetad forpoorl ordered bq the Engineer, 30A Di~AY AND DRA IMAGE ExC Ate a ~r T ~ CLAW ~3I1~ICATId1~ Unless otherwise pravi~3ed under "special pxovisione", Roadway and dxQinage excavation shall be classified under the heads of Solid Rook Escava~ Lion, Loose Rook Excavation, Ca1nmon Excavation, Glass "A" Exca.vationd Class "D" Exoevatic~n, and on paving improvement there shall be the additional clasai~T lloatlon of Olaas "B" Excavationo Material from Horrow pits shall be classified under the heads of Solid Rook Exoavation, Looso Rock Excavation, anti Common Excavation» Solid Rook Exoavation will include all rock in legs forma.t~,nz~.~ OtbAr than cemented gravel and hardpan as hereinafter defined, that, c~ be xv~pvod without drilling and blasting and all boulders containing m~~~~, onaba~.! cubic yard< Loose Rock Excavation will include detached rock and boulders con<~ twining one cubic foot or more and not to exceed ane-half ~,~) cubic yard, or a mixture of any auoh mQteriala, caused to cohere by infiltrated, aalcerous or silicioue matter, or by the effect of such infiltration combined with: ~ that of pressure, and whioh can riot be l.ooaened by picking or by plowing with a aix-- horse teean» Hardpan ie defined as clay, sand, pebblA$ and rook containing not more than oneW~aalt X~) cubic yard or a mixture o:P any such materials, ao flxmly compacted the~t it can not be loosened by picking or by plowing with a aix»-horse tea~~ Common exc4.v ~.ti on under the heads o.f Soli4 Roczk nation, Class "D" Excavateion, gill include all excsv~.ted material Excavation, Loose Rock Excavation, and Class "E" Exaava.tion~ Clare "A" Excav~:tion when eo designate3 in a7~1 exoavc~ted mr~teri.a.l covered by the clas:~ification of ~~aer~ ~4t~k Exoav~tlon" ae defined at~ove~, not included Strut t~ire Exc~a- -~~ _ ....~~ ~.. ~ _._i~~au~..,. "Common Excavation ~ and ~,..' k ~fsC~7j. Class "D" Excavation will include all material excavatBd in cosy etructing channel changes and other ditches, not inoluding the~eide ditches in the regular or eperial road sections or inside borrow pita~ In case 1c4st rook or solid rook 1s enooutered, the higher prides classification shall go~rti Class "F" Excavation shall be so classified on paving ir~provemer,~ only, and shall inoluda that material exoavated from the traveled road~ray of an existing road surfaced with gravel or crushed rook where the location follov~a each existing road, and where the cut at the Crown of the existing r~ is three (3) feet or Seem In case loose rack or solid rock is enoountered; it will be ao rlaseified and paid for instead oP Clara "E" Excavation~~ In excavation wLexe the cut at the cro+~n of the existing road is gxPat~:r than three (3) feet, the material Kill not be classified as Clara "E" Fxeavs.tion, but will be classified as Cor~maA E~soavati8n, Loose Rock Excavation, ox Soi.id R.~~ck Excavation, as the case may bed In computing excavation t:~e material in the shoulders, above the subgrade as it is prepared before rolling, and within tiro anfl one•-half (~~~ feet of the edge of the pavement shall be allowed as e-xoavationtl that i.e, all material that necebsarlly mT.~st be and is removed preparatory to rolling the eubgrade as required by the speaiPieations and all material that mast nec- essarily be removed, to accommodate the pavement shall be allowed as axe av atione CO1~iGTR'JCTION DETAIL~~ Enlar e,,,,,~, m_ ant of Cuttin a In oases where the quantity of material taken from the regular cuttings will. not be sufficient to form the requisite embankment, the deficiency shall be supplied by taking material from cuttings within or without tre right . of way, at suer places as the Engineer may direct, or from an enlargement of the regular cutting, made uniformly on one ox both aides of the same, and the aides of the excavation in all. Deere shall. be dxeesed to such elopes as the Engineer may require, provided that if the contractor shall have sloped such . excavation by direc'.ion of the Engixi: er before eridening the s:3.me, .payment fox ~1Ui~in;; the second time- shall Le made by foxes account as hereinafter ,pr.avided In cord. reek excavation fc~r the roadbed, the Con-; ~ be x$q~.airAd tp excavate twelve (12) incres belor~ proPil a gr;:de ruA:, ... ~ .. .:..-~.vs~ tlon will be estimated and paid. for as, soli, rock excavatic~n~ In mixed cuts oAnte.inin~; a pexcentage o° Solis rock excavation; loose xock excauati.an cUr~-• sietin~; of ciPtaohed r©ck and boLild.ers and currmon excavation, or any tv~o t~.erF.~- qf, ozl or.~,ex of t2^.e Engineer er in cuts consisting of CB:Gaisted graves anti :Zap°d~ ~~e the Contractor will be required to sYC:avate~ tv~elve (12} incr:es 'het ow prc~~'~.1e grade, anci such exes.vufi~ion will be esti~,wted and classified in the die pexcentagee~ f<nx e ash classificatlon as mush materials ors c1.aRaified irn the !~h-=u!wriq prism above ~•~rotilr.~rada~ ...._..,. ?daterial Taked from Excavation for Contractor's Dee Rook taken from excavation other thrxn borrow pits Bhall be placet ae looEe rip~arp when so ordered by the Engineer and the volume in excavation, of t :e rook ao used shall be deducted from the quantities of Roadway Ex~av~t~ ThP vol.tut~e to be deducted from the Roadway Exoevation will be conaidsreci aA bung 7~+,~ of the volume of the riprap vrhleh is equivalent to considering a swell oP 35°~ in the rock wren excavated l~heraver material for alopH Rall, masonry or erv8hed rook ox dra,~rcal ~,~uxfaoing ie taken from the roadway prism, the volume in excav~~tiot'~ 'of Lh~, excavate4 qu:~ntitiee of such materialE withln the neat lines of the ro~.c~_~ ~•3y pric+m, so used shall be deducted from the quantities of r osdway excavation ~ir~;i compc~neation shall be ma~.e fox sus?: material© as roadway excavation9 f...~~.€;it of tons for Oounty' a Used The Contrator, when directed by theEngineer, shall deposit on the aide o.f the road. or at such convenient points ae may be designated any stone ax rock that he may excavate, and if in ao doing, he shall deposit me,tari.wl xeq~airh~l. fox embankment, the additional number of cu~aio yards of excavation re~ qulrMd iu farming such embankment wil] be allowed and paid for All stone or rook e,xeav+~ted and d9poaited ae above shall be the property of the County, anc! the Cc~XltTA9tor gill be held responsible for its .safe keeping until removed by pxopc+r authority, or until the contract is completed. ,ll,~,~s~,,,t„•,~~8ur lua Ma~ terial All. excavation eha.ll, if required, be taken or hauled rota the nearest embankment to the extreme distance required by the Engineero The sv.xplus beyond what is neoess~.ry tc fora the contiguous embankment shall. be disposed of in widening the 9mbankment uniformly along one or both sides of the acme, or shall be dspoeited in waste banks or sh,:,.11 be hauled to form any ombankment an the ro~:d to be improved, as the Engineer may directo .~.~,t..~r..~.i. All ditches 8ha11 be con trusted s~ shown on the plane and shall be eo grs,de~d as to conform to the ra tural flow of the water to cul~€erts o~, natural Qx ~xtit~.oia,l ohar~nzle~, In going fxom cut to fill the ditc~es s..all be cut to the x'SgLt Or left bef~~re xeaching the fill. Under no csircumatances shall the- water ~be s,11 oared to rt:.n upon the fill o F~, i,~hi~,~., Ra~dbe~.,4, The suz~face of t?~:e finished roadbed shall coafarm strictly t4 the ~ ~~a'-al g~'I~dap set by the En~;i.neera. ;~ The top. of embankments and the subgraddg of solid xoat and mined etlte, to a depth oP twelve inches (12} below profile grade, shah, be c.au:po~sed of the beet aart:: material obtainable Pram th® roadway excavation or from Morro++. This material to be aced for the topping of embankments, and fur baeYfilling in cute raq~tired to be excsve.ted below profile grade, shall can~- taia no avor~d, roata, other ~-aterial of like charectar, or pe,rtiaZss of atar.~e exceeding faui° incY:ee in the largest dimension. The material will pe meae~.:xed in its original ~~~?~ition in excavation and Rill be paid for ae "Comruon Excsvc~t~- tc~n" or as "Common Borro~r" as the ease may be, plus the allowance fur ovexheul ao elsewhere provided herein tU boulders ahal l be 1 eft protruding from ti:e suriaae anci all of gxeater die,meter t~~sn two inai.ea shrill be removed from the ;e of the finished xc~sdbed,. Whenever the material in. the finished roadway ie of s~zoh a nature that, in the ~ud~;ment of the Engineer, it v~ill impair the etab111ty or uae~• f~.t]l.neea of the highw~.y, said material shall be removed and disposed. far as dl~reoted by the Et~girieer and shall ba i.~aid for by Force Aaaotnt~- The matexial seaurer4 to replace the material remev ed will be eeti.crated and alassi.fiec~ in aovordat~ae with t"sae spscifioatiUne a.nd paid far at the contract price .for such exoavatier,o ~..,. Bide elopes shal]. ~e made ati staked ox rQ~-eeta,baished by the Enginc~e Sn C8r3e ~opda Piniahed to the lines ae staked or re-established by the EilginRer elide into the roadway before Yinal acceptance of the way°k, such slide matexiRl ebe.il ba xemoved by the Contractor at the contract unit prise per cubic yaxd and the slopes refinished, if so oxdered by tine Engint~ero Slopes und.eraut tit the base or cieatroyad i.n any maxanez by act of the Cozatractor Shall be ur-eloped, by the Oor-traotdr at rie own expenE~e, parallel to the slaps as , staked or re.4~+stablished by the Fngineer., r, In all material encountered in t:~eperformarce of ttie contract, over b~e-a,k is that portion of any such nateri<:1 whirr. is exaa~reted, diapl.aued ox loosened outside and beyond t::F slopes or gr.ada as staked or ae-•establi.eheda ~r:1 th the exaef~~tian of such material w:~ic~ occ~axe ae elides ae dee~cxii~ed ai.~ove, x'egarcll.ess a~ wt;e+her any sucY: overbreak is due do bleating, to t a int-,erent obc~raa tax of any foz•ma ion encountered, or to any ot}.er t~auae! :. All overbreak ds eo defined 8: all be removed by i;he Contractor at hie own expense and shalt ~e diepased at' by the contractor in the sane manner a~ provided for the eurx-lua uY~tier the banding of "Excavwti:n"; but t~.t hie ~: ~n expense any' without ax~v ~l~.oavanae Par orarh:,~gtl~ ,:. Rhenever i t e agreed to in +~ri tins in ad'vanoe st~remn e n r nd the Engineer that any averbreak which may occur ie to be used, Oz~ vrdex of he Engineeer any suc'~ overbreak may be used in forming any embankment ae Tanned to replace barrow whicr~ otherr~ise would have to be pxovi,de~d fc~r~ I» his eve~r-t payment r~-ill bee ma<is for the volume of co~:mon borrow, loaee rook DrxpW or solid rack borrow, as the case may be, which the nverbree~k replaces, t, tre respecti~rF cor~tr.ac.t prfcea i?er. cable ya,r~i F~:,• a~.~rh barrow with t$e 3~~.i±icnG.1 al.lowsnee foie ov~r:aul if and', on s~ueh ave.ilabla borrow, provided, ~Wever, that na allowance will be made for ove~breek which is pla~.ed in the ut~ar'~kmerxt 3e planned in zieu of available mated al coming from within the ~,t+at lr~ee of the roedv~ay prismo ~ RAY1iENT 11 grading will lie measured in excavation in i'~* original poeftion ions ng Grading will be paid for by the cubic yard of excav anon st the ~apective unit prices bid far the v sr.ious classes of excavation provided fore 1d the price paid far such excavation, with the additional pri.ee 1>e.id for rerhaul ~s hereinafter defined, shall be Bill compensation for exc,avatlon the ~.terial, hauling into embankment or disposing of it as directed t-y the EAglneer~~? id finishing the roadbed, ditches, e,nr~ slopes ae liea•etofore dixeeted~ The prioe paid for excavation ahal2 include hauling the ma,teria7, within and to a die~tanca of faux hundred feet except where haul ie paid. on the rublo yard-mile baBiea Aa compensation fox hauling excavation to distanoae gre~gter than the free haul limit, the oon ;tact prise per cubic yard, of heal or averhatil vrill be paid on a ach cubic yard as hereinafter set forth utader "iYaul and Cvaxhau~~1° EXCAQATION FOR CTRUCTUREr DESCRIPTZQN -___.r _~.,~___ The excavation and backfilling Rithout alaeelfication, of trenches and footings for all culverts, headwalls, bridges, ~tair,ing walls, riprapt or athex etrtt.eture$ will be known as *"trgeture Excavation., ~ Ci,A~~i~'IC4TION Sfiructure Excavation will not be further classified into Solid Rook ar Loose Rook Excavation, or dry or wet excavation, but it shall include the exca~+.vation of any and all foxm~.tions encountered and 'the r•smoval end disposal of. all debris including submerged oi~ buried timber, v-ithin the limits of the axe avs,tion for the structure involved, in accordance with tAe plans or as directs by the Engineer. It shall inclueia the fire ishing of all necessary equipment and the construction of all cribs, cofferdams, caissons, etc., which may be nec;esa~- ~~.~" f.-,r t?~e ~,:cec4•.tion of the work, It shall also includ® t:e subsequent re~- .~ ~ vfL; t _ , 4:. ~ ~ _ 1 S _ ~~1 I •~ ;orseraams and Dribs and tie p2 acement of all necessary baakf.i21 as )P1cTRUCTIO~ ;-SETuODS 7e~?th ~ FGCtinE;e ~ounciation pits for eulvert;~, bridge;., r~prap and other atruotur°s )hall be excavated tc the flspth and lines indicated on ti:e pl:,,n,, or estu.blish~3d )y tY:s Engineer The Engineer may require the Con"xa~tor to excavate below ;he grade ar:own on the plant., or may order him to atop above the gxadc~ saoxnA lepending upon vrherE suitable foundation ma~~erial is encountered. _ The material obtained from ouoh excavation shall be used ~ the F Engineer may requixet either in conetr~.totion embankments; or for backfilling oust and around the atxuc~tures aftsr they a.re oomplete, or in case it is un~- suitat~l~~ day not required. for either of theca purposes, it shall be disposed of a~ directed by the Engine er o reatrosnt of r^aundation :~atexi~,ls; ~ r..,....~~......-_...~....~ 5_olid ~ock ~1' rock or other hard fa~~ndatton material si~,all b® .freed from all loose material, cleaned and cut to a fixm surface, either levelp°. stepped, oz cexrate~d, as may be dire3tad by the Engineerm Other tdaterials then masonry is to teat on an excavated suxfeAe other than rock, special Dare shall be taken not to disturb tine bottom h o'~ the excavation an the finial removal of tr,e fo~inda.tion t~~ ;;xad~ ~re,'~t ~,~-,~ b~, ~` made tint i l ~ ~ ~ , , ,• . , . . bs gc~x~'ied well belovr the bottom of the fomtinge and shall be lwell bases. as xater-tight as practicablea 7n general the intariar dimensicne of th Oottardame shall be such ass to give auffigisnt clearanncP for tze constx~tz_ vt tk-e torcna and the inspection of t?~eir exteriors, anti to permit pumping - a1d~i G.t thc~ forms Cofferdams or Dribs which axe tilted ox ~iovad l~.teral3 d~.~xing th® procaec~ of sinkin; sha11 be r~ ~-'-+?,~ ,r .,-' ,,~... • _ _. the nAO~aeary clearance and this shall i; (cofferdams shall 'oe construe` a,gainet du~mm~-ge~ fro.~c sudden rising of the ~~ 3,~~~ :;.. ~:::: ~,:J ~y:.'d:.•,.i , .~~:~~~ ~:: ti, foz~r.~da.tirrn Uy eroajonn IJo timber ox bracing t~ha11 be left in tr,~ caffer~' Qx'lbri 1zt ilLtpt'. away a8 to extend into ~'~~ ~ ~r.:, ~ ~,,,..+„--r ~ }~, ... , wxitl;~n permission of the En;~i:~eer. ~'ox eubstr~.~cture vu~,xk, the d~st~a~n~a~ ahovr3ng h1~ prr~poaad mf~t~iod r,; ;, .:..:;: ,:..,.~, . : ~, ..~.: _..;s. ..::~a ~; ;,..ti. a,~~~t Omen to hie choice oz not ful7.y shoe~u on tae Engine~rr.'s draw:~ngc~ t1t',:~N-a~n~s shall k~e ttAAx'pv;;d by the En~ineax bef~rw Cn„at.r„mot;,,,, i ~ a+~,•+e. ~mc~•.!::s Jpon compl e~ i.on o ~' ' ... . o ck all. co Pfer~a:~ ~sr::i cribs e :~11 be rtrr.ov3~l~'- to tho ratuxal bed of the stream on navigable strearry, and net lase th~ri one foot below extreme low vxat:+r on the other streams. The removal shall bc~ :;~ effedted in euoh a manner as not to dietnrb or marr the finished maaonry~.. '~ i u ~ When conditions axe enrounterad which, in the opinion of +hc~ Engin.Aex, rendAx' it impracticable to unti;:star t:ie foundation befflre plFcixag mas- onry, he may requixa t:ie constr~.zation of 3 c;oncrQta vo~inca`~azt u~~sl o~ su+;:i di~ne~neionrr 3s may be nea+essary~ The Foundation shalt then be punpec~ out and tP,ei; balance of the masc7t~ry po~.zract i.n the dry. When weighted cribs t~.ra emj~loyed a~-.d the weight ut~.li~ea to re.ztically over come the hy~.rostatic prs.~suxr. actinU j aaa,inst the battox of the vounda.tion eealy special anr~hr,_ra~,a s~~.cz,~ as do~~:1s± ox kuyg shall by providsci to transfer the entire weight cif the cxib into the four3d=• a ai an when a fouc~datic~n Beal is placed un~ter watery the cc~ffarcla~~ ~3hwI.7 ,be vented ox parted at low wa.tex level ~ pumping from the interior of any foundation sncloguxe shall be done in euoh a manner ae to pracl.ude the poe3ibility of ar~y` portion of the cox~c:rate m~-terial.r~ being carrie3 away. tdo pumping gill 'beparmitteci during Lhe F.lacing a of the concrete or for a period of at least 2~ hours tizere3ftar, u1~:sa it be done faUm a au:it;able sump 3epar.wted fr~~m the concrete work by a water-Might wallo P~zmping to uriwater a sealed cofferdam shall not commenc,3 until the seal has set suf fieiently to withstand the hyd.roststie i~reesure., In g®nr~re.l no seal shall be unwatexed until thQ concrete shall have eat far at leapt two weakg and for a longer time in case the watez is at a lrnr t^~in?rwt~~re nr ~n ~ 1 Qrgex and important strua turb ~ ., v I..~pa4.~ t~„i..~n„ The Contractor. ghsll notify the Engineer. bef,~ . +~ rA t ~!° t :.; ~~ ~i ~~ : ~.c~:~•~~ tion~ An~- excavation removed without eu~sh notice will not be p.::ri~a 'tea„ From time to tim~+ daring the progress of excavation, the Ez+gineax Trill examine the oharEwter of matexie.l ~~uing tatceza a~'". he shall have authoz~M 1 ty to stop tba sxaavat ors at arty time. To hake bearing tsat~: ar7d tae Contracts wha~,~,) give ~,ny a,asietanes the Engineer may desire i~~ making such tent. singl+~ ~aaarir-g test period shall not e~oc~ed aeventy~~t~ra hours. 1dt;,teri.e.i. and Isbor Pur'r~isbed by the Caxitxactor for such tests shall ba paid for as "Toros A~crour~.t, ex4apt Ghat the Contxe,ator sha11 mainti+.;in the ordina.w•y ~r;;rking con+?itions at ti: bpttc>~.a oi' th© exr,.avat:ior~ dur.Ing teat ~,e~da, at hire own expensa,> ~Ohen an! foundation axQavation ie eompletz;i, the Contraet;or shall nc,tify the Engineer of euoh fact, and no concrete or other ~err~anPnt strut rural mrat~:r~.al shall be placed therein uric; it percnise : on to pr. ac~ead is gS.°r.}z: by the ~nginoar. 11,1 tT.e:t;AriAl L:36d fGT bt~Clr-111 er.~7.1 ba O~ u. gtlali. ty 3LACO~ t~b1 e to the isr~~inear s:n~3 mall be free from 1 a.rge or frozen lump©, mood, or o~hsx• CXtraTlr,;0u8 mat9r1a2•• The be.rkfi3.Iin~r s~.f oprnin~ nad~ fca?' 3txuc tares aha~.l bey OoxtiAl~.erQd as s x~e~eesaary paT'~ of the excavation, thc>ug:~ the Eug4nee:r. ~~;,~y re~~u~ixr. that tha mas~erial frc~ ua~- in mal~:ing a back fill be c~atr~aned frn~r ~, ar,~~ro~v enti.z•e1y apart from she etr•~acture, in ~nit.:h c~sa ccuzt~ensaticil ~~ill ~~ ,~ an a fGxc~-~ iZc;Cutint ha~~is, u.Y:le,is ot'~eb~vi.~? gpari'Cied> ~,':' H11 sp:.ces e~.cavafed. az~_rl not occupied 'oy abutmerxtA, ~irf~, nx nthc~:r perm3nex~t ~aork shall. be backf:~ll.ed t~.p to th° e't:rfwce <7~ the eu:~r.a+a~ll~~~i~; g~r'„arictp ~;~itN a suf ~'i_~~i¢nt :t1lc~wan~~e fox° settlement 3 A11. bac~:•-fill shall 'ae thcsr<.~ughly ct~mpr~,ct~ti e.xi~l, in generals it6 toy eu.?'fc~c,~ ehe.l3 be neatly graded Thc; filling; behin3 abutments a:td v~i.n~; wa119 of a7.1 oxide s ~ru+.tuxa:s_" eha'l1 be depa~~ted in hors ~ontal 1syPrs :end wP1.1 cempa.ctea> SpACI~.]. :precau•- tic~ne ~ziaa.l. be taken. to prevent any wedging action sgai.net the masnnry end the sl.~:i~e l.~~nciing the excavation for. abutments an~e wing xrs,1,1~ shall bfa aeetxoyed xy s~;erpin or aerra1:irlg t+~ rxevex~t wedge action ;; Fill placed around culverts anci pier; eh all be ~pasited. on bath sir3e; tc approxirrts.tc~ly the sama elevation at the same tine• Adequate pxovisian shall be made far t:~e tl^.o~nugh drdina,a of all back~fi j.ling• Crushe+.i Ro~~k or coarse clea7i gravel. shall be placed araun~. the weep ho1~+s ~'or fn?~.ndaticns thaouQ:~ hard mate3•iel exposed to erosion, the back® fill around piers and in frong o.f abutments and ;vin;s may be ordered by the Engineer to be of stone ar of lean Concrete, in ~rrhiah case, unless other~n+ise provided, tht. s bask-~ f i ~ i shall bq paid fox as extra work On paving improvement the back-fill that Mill be raguired to Qux~p~~rt ~:~,c~ pavarr~ent shall be :*+aiein la.yera not more than six (6} in~'1h@t+ thick, ~ dnd p~:ch le.yer wall ba thoroughly tampzd or ramm~;~. before tr.P next Bl~r~~p ~dirzg ~.ay~-r is laid. ~:~e~ a the materi;:1 ues~i in making the baokfill ie diff#~rnlt to com1c~F,.ct, the Enginea2• may reciuiz•e etch 7.ayer to be th.oxc~Ignly flushed with watex if in is ~ud•gmant such fl,.~ghing would be desirable. "o±r.pensatian for such wa;tting sh~~1..1 be included in the contract prig *: fo:;x ":;t,:s ;.,~t+_~ze rX.c~~•~Sfa.ti.on:,'` , No fack fi7.ling shall be plar.ea against any masanxy abutmer.ty win, wall ax culvert ctr~til armission aha].1 hava baen given by thr~ h'ngin~eer and pre- ferably not unt:kl the ma84~:?'y :1a8 been in p~aoe 21 days then the contract for any bridge structure Involves the placer+9nt sp~:,Ycw~. embankments, these shall- be aonstruoted and paid for in ac;~ordanc~~+ tt t'= ~ atanr~or~ nnor!i fi nafi nrtio cYn~learninnr +hi c, nl~9o.5 ..P urnrtr ~~'A5'TR1~;FJT'NT 1!M*t ?AY's!~NT Measurement of atruatura excavation wt1l be mc~,3e tc the aatua.l nge oP the excwv at ion, whether aerr i sd below or a toopad sborye the grade ^e shown on the plwn~, provided, hoRever, that in no ca~a ~Ail~. maaeura~men r. made to lines at a greater distanoe than t~vglve (lc) in~zhes Prom tce atttest outai3a ciirr~nn:~ion of the comi~l.eted stx~:oture.. No.a,llowance sha,11 tats 3e for the geell 3~ae to dr 1vir~g piles a payment :fc~r etructuia excavation will. b~~ m~.de at 'the contxant ice ~?er c?zbic: yar~1. far "rtruct~~zre Excavation"; ~xhieh price ~hal.1 bk fulx oc~m neation fo.r all necessary pum~~ing, bail.ir;g, dra?~~ir~~, far •tha furniyhi=~y n.f 1 1~bar, matexials an~3 Equipment, fns t;he oonstruc,ti.on and ;~ubseyuent re~- nal oP a.ll cribs, caffNrciam:~ ar-~i Hhsting, for ~.~1 ci~rer~ian of st:r.ae.~us and. 1 c Char work inv~~lv4d, including back.f. i.llang ov~:r ara~ s.rouna ei:r.c:i efip~~._r.. tore +~^ ~:.~.~;':.~'_ ~•~~rf~~~ of*,}~~ fro??nd •-n~ c3~ac~c.~~in~ of all d~br~,f= o:-~ct ~~arp2~is --•-_- ^~dF Afi~i~rr ~dT The materials oo~r~posing the embankmen~~~.e ~~ust be entirely ic~pe,r-» ipheble, s.nd wherever the natural st?rPaae upon v~`,iah tre embankment is to bs plac;~~:d is o.f c~l.zeh a nature as, in the judgment of the Engineer., would impair the sta~:~il ity or uepfu],~neae of the High~es.y, sai•9 ne,tur~.1. su.:rfar.a si.;~ll be r~- moved to euoh width anCi depth an~a. diiiposed of as thr Engineer malt d~,ra~;t, anr3 t:zc remoti~al. of such mat:sri a]. sha].1 rye paid for as Forae Arcount~ When embankment9 are to ba made hn hillsides ar wilere~ a r~ew fill iR to be applied upon nn existing e~iban'~ment the slopes of th9 original graurzd or embaarakma~it (Except Rack Embankmznts) aha11 be terraced ox stepped. by ple~w•- in~ ds~ply ox by rather means before the fi1.li.ng ie commPnaa~d~ In making embank~ients composed of material taken from S~~IiU Rock cute, the oontraotor w111 be xeglaired to bring up euoh .fills to within t~elve (3.?) inohee below grade as desi~rated by the Engineer 3nu. to con$truc:t: the rema~ndar from Earth of +.hs quaa3ty hereinberfore specified, to be obtaina;i from the ror,:ci~Yay excavations ox fram 13orro~w Fits ae directed by the FngirzNer~_ "` On pav:,nc; improvements all err'he.nkmantR 3:za11 bey conetxuot~,d i.n auaac~eaive horizonts.7. lay;;•~; nc~* exc;eedS.ng night (~) i.nc:i:es ire thc+rr.;ees, Each 1r~yex eha.1.1 '~e :'oa-ed wi±;:: a w~:1.P-g~xoY~elled roller wei htir~g nn t• Less trar~ der, ~la~ turfs and sui;: r~al.ain~ shall p:xt,cn~'i across t'r,e er,tix~, fial~ If the material dace not uo~tpsc:t r•eactily -~.nder xn11 i.n~, each layP~r shall. iae s;~z• ~'.'!kled with. water ~:~oi'orr, or. d,~,a.~in.g the r~racess of r.ollin~; in order tr ar~c~~re a tb,orou~;rly c~~:r~~+ote ;; mass„ Layers shalt i)r? cai~xiea up full wictt!: fa~r:» the bot~lcr~: of the fill to avci A 4:i~st nepeusity oP' wid~;n~:~~.~ on 'he eci•~~~~:. ~z:Pta~• thA Cen?:ar rae be~~an b?^c~n;~!•~~• to ~t•ad .Y., ,+:-.~, ~ ~~; ~, i ~ .~=r ~ ~*P ;:or;c T~resuribtA unQet tr.~ : eadin~r of •„F-:~~1'~~~:~8?er;" ~LII. Y,=,,T. ,,~, raic?^far 3i>•~ctay a4 Fay items but Thai] ~e octi~,~jdere~'t a~ :3'-:~?,~i~i~rr• wary i~pr. twi.r~in~ to two aBasral ol~.ee~r, bi Exc~.v~±.i~:r: c72' 1~G1?`c~VY r.Cs~.i T: !, ::~:iltit???u2 ..^•C~L~r~?ItB:t+•°s~:Z1 eLall ~~` Wt:~:i.~ ft~'z this 14~C'k,. ~~~'~` P.ora•ovr ;~.ia2Z r.o:rs~:~~=t. ,:~.. r.e ex~eva~;i.on 1Ci 3isT)v~al, ~-s di~`ecrfitd by tt-,~. Er~t~;i; . -~.r .~f sui.t~ble ~:x1t'i satie.f~~c•~.cry. ma.teri,~,x r.l_~Ciii:~d. from bc.r..r~w pifi,$ 3e~ign::te~ :~nd rr.r~-eur~+d ~y thy-: Engin=-era foa~ t:.e ccmrletior~ of e,rbankrGEr~ta~y aui~~~r~;ie ~,r nh1~L7.I'a.c3.i~'o Twa wid.enir~~ OP xn=:.dway e=.zte and 3ite.he,~ ~cfl.I Wert bed ,~~_,r. ,r,3ht~e~J a=y r~,xs~c•~v.. ~,~,;, ~~.;r,,.~.~b;~ '~'FT~Gr Eo:,^x;,w ;~e,terie.l. ~ shall. be sec~:.~•ed t'c~~;,m i~it~. rj~l tl:e h1~t~wr~y xi~ht: • of wad. a?signated by the Fngir,eer or fr.vm st.xch other fits as m~:y be ghcawr~ on she i~2.sz1~ ar de;: ignat~~d in t:~e sped ai i~xotrisi4na. The ovrstractps• ~sy ae~1~:xe bvrx~vM fx~c~m ~c,ur^ea ~t;;aer. t::an those pxovi.deA. iai this cc-r:lxact, provided ttidt t :~; sa~,er;.s7. i s approved by tha Engineer„ Tra over :aLl on *=~ftF borro~r material sec~.~r~:d ry the Cox:fi.rec:tc?r v~Ti1S. be fi~uAF<c3 e.s thvu~: t:ie material haci b~+en ~;a.ker f~:cm the ah~:~x•ces; called fcr by the p1~.ne ~X"id ep~•:ii`i~a.tiong., The bgxraw m4t~:ria1 sec:trsd by the ^c~ntxactcr shall bP ole.s~sifiFd in aGCOr~dance with tr:n gpec:ii'icatians :for "~ca.clway at,.c3 D~'aina~s Fxcwva~,ion"; aurovidRd, htawevr+r, tha4, t i.~= matera::1 wi22 no'; be el.~.asii'i_ed in a clas.yiPi.c~tian hx.~~,!1pS thin that e<*itnated .fn~• ~~c,x-t~~v~ frvm Gh~: site pxoaided t'or by tt:e ,%].an~s and 4,~,er.Sflo~,t~r~neo B~.,i?~otr pi.f,s shad yet eo exc~uvkteri that t..ey ~r1.22 drain tq th6 r'~eax- eet, natural :~~.}.7 ~~t or to s.~ch outl{~t ss ii;di~,ated on the flan car tleei~ti~-.te~'. ~:•y the Engi.r~eer. ~ ~'herF c.i r~=ot~e~i by t:~e Engixteex aep~+z°a~et4 boi~ o~ pits sha11. be c .~nnscted by' di~ka5es. F:~aatra,tion for sL+ch corinectin~ di'~~;Les ~~v:.11 bN cla.esified writ;. p~td fnr wN C2.ags ~~rr r xt~ at~ati.~,.,x~ . ~idE ~la;~Jes c-f bar•r•ow ,o i t=~ 1n al'l owes sr.a22 be cir•sr:s?r;: to s~.?c:h ~il,rp~s as the Enp;ine ar may dix~ct. A bat'm os net ls~sa-€~ than ei.x ;E~ Peet in vri:s 4•h sh:~].l bc~ left ti~prween fibs sl. Gi)e ~ ta:kea ~~f. the e~mt,ankmen? area tr,e edge ~Jf the borrow pit, ari~~~ berm of not a.QSe than two (~~ fe4 t s::all ~e left betw~Pr~ the ~~ut ids slaps of t, :e borrow pl T. and the right of way line. The berm ~~~r,t~t ~.c,nsist QP oi•i.gir~al ~.in~~rok~;r- ground., i=~'/lcU'lr?'E??T T3~ FAY'~'E2i7' ^Ur~trstiy ~u~~l]. be ne3s~.~xeA in its original. irositian in axca~vation a~1d shall. ~~~ ol.a=si ~'i fd irL a"~~clr"~3:.YkG9 w1 t:1 the et=~ ~<iarc vlaesificuti.~ara 1'A~° xofA~lrr~y ~.I1 C, d'C' a!. l'1 ~.V~.' c^.. e ~: c av ~ t i on Fc~ymf~rc', of b:+rxaw ~~:~fil.i be; m~:iQ st tt:=' ec,><•,tra,ct unit .X~xl.c~:e YC,t• tb8 va,rSr~ae clc±s~es rrf exr.~av~•Gi~~~n and eve~•t:~au2. Nc, c,c~hrpenet~tir~n eht~2.1 be ~n~sci•r f~?~ any material. eacvevated f.rcim br~rrv~ sis ~r~<)r to th f~ ~tak9a~~ ot1t a~a-~ ~sz•~s~~'~ -.. 1 , f +„~. rs,, r r ~- ~~ r - r or .-,•s nr to inetruotion rcm - , ~,..i~:. ~x .. Haul an~a. Over: alal ~l~';~f'Ft7?TI~'~ ~xaavs:ted material eha11 be hauZ.ed to any distanc.~ that thy: Fns gineer Tray dixeot. Rhenevea• t o material is hav.led. to a di stance: ~xeater taaxa Pnur hundred (x+40) feet, the cor,traGtox• ~v1.11 xeeeivP t~dditi_ona1. com~aez~~atlGr, for ovPxha~al ~-n e~ca~ra.tic~n t3x~d boxro~v, ur~2?~,s ~~t.~arvti~~e ~rovide~i Th~* ryot~.. txar.t,o3 will not l.~e a17.owed to tv;t~t.e a.r~d ~~ars'ow 3.a liElu ,~f :allliT,~r the ~~at~er~-- ial ag xeq~aire~:ia ?~""i:0~ 4r i ~`.~''?'!'~ ?TG AId~? R:?~'I~ QF P&iY_~!F?v'm 7vex h3~- i wil] be cam1»at,ed in el t:.hex the c4,bic yd~~i~•etatior~ nr cubic yard--toile ~iaeis. ae the c~a.se may bc~. (e~) On s,12 pxo~ects +~lUn: iet~n~ primarily of ~ra31n.~ opexatioas then m~th~~d a~' co~uptitir~g o~-erhaLll sha:~ l be an }hs ct~'cic va.x,~ ;~ta`iob ba.eif~, ~V 'y thy: cp~,liG?_hl%)?'l•t?f t}1~ ~„r~q 3~~?{%SS.m ~R,. ~P.t`: ft~Tt:. ~?Z t:]? ~JT',R'l'?;;C't:i~~E~ t7 ~„ _. _.. _ unit t:ont:z~:t pl ior'; peg cubic; }%F.~~.'~; :ur eeah 1~.G e~,t. o~ei• the frc~ h~}1 limi to which prioe shall be full co~lpeneaLic~n for ha-l.llin~ the xatPx•ia:Ls the full die«~ tr~noe beyond the 404 feat free haul ii.miiw,> (b) On yurfacin„ paving and oiher ~~rojecto iaivolvix-g 1~on; ht~z~'~ •° on m~.tcariele f,~~~m a.r~Qi~na~ted mite, ar where otherwise 3esi~~et1. 'Ay th~+ E;r~ine: -~. the haul may be compl.~teci can the cuL~i.c y~:x•d mile b~Qie~ The haul. dihfi.~.ncr ~~ `:. be mea~uxp in half rsila units, fsacti.on.:~.1. h~1.P. rn3l~ae t~ei.nE allc;~°+ed, as full h<<.Ii rAi.las, 3'oi' mnteri~.2. ha,l1~.E3C1 vcithtn one-half (~) mile, tre aul will be one_L.~J..t' (~) aubio 3~axd mile of. we.u1.. For° ma,t<,ri:;1 r.2uled be~tan$ the ~ i.r:3t e-ie,.h~~- ~ ,,; a,a' t.~d vrithin the firzt rails, th~~ heu]. wi1.1 be one cubic ya~d~•mi.1e ;~f haul ~.~, i sd qn Paytr;er~t for hall aonanute:'. on this ba,eiq s?gall be oracle xt th~~ u~i.± a ,.., t;r~ot r1oQ pct cubic yard~y~i.le of h~-ul which price ::~~,11 be f~.:ll. corrt~erewLiora l~,x t~+~«a ~n~; tho materials, one: mile or fr~:cti4c trexee~.f a..3 s te.te~i ab~-~ve, t~, 1 ~~ (`xk~ ,~i ir~T The e>`~.b~;x°ade wi.1l bR oonAitierecl as those pox}:ion~> of thy; 7ii~h~~-:.y n ah:ch, crr ~ad.~~.c~ ~ - ~~r::ich, saxfactn~ ox pavir~,;~ ie tc be placed. After. '~ ~Tt:~~il~~ 1~1 s~uUet~-, 'y <~omF~lateti area imn:e~?iai:ely in advanne of depo3~i~in~ ~~~:t~~~i.n~;; of p~,v', ~ su,~~xade Abal.l h8 brc,7~.r;: t t~, tre Pro~~e~' lilac:=, ~1a~ ~a~-~4 ctx~o~e ~::~~~o .~t,wrr crz~. the pl~.~.xl~±, in a.~~ool~cir ~~ce Y~1t.':. tt.~t~ apacafia- on ~ ~. s ~ ~~ 2t 4~~ w ~~L^7'1 .. ~ ~ ~ ; ,v ~y T'~ j{s it s .' .,. 4 ~ k .. - ~ ~ - i.. ~• §7-~ yr w1v1 8 L~,. ,;~,. - ~ .. ;r. ,, . ~, .. . i,;~ ' ~ A '~ ~ is ~'.`~ ~, h8 8J1^~Y:~:~A,~ ±Q t:.~~? i1LC•L~ LiT~~.'. ia~':n r?::L.,t. :j-i ::.+~ j.~iclil.~ Gx L1E.• IfL~i~ifl1 .he Enr~iz~~:~r, t:h~ C,~r.~tracior wil'. re ~ ~.gvlx~ed to Seuur:- a<<ah t~.cJditianN.] ~.t~le mat~:rial ur may be required Fraru the wluenirg oP roF.dway rut~a pY }:+orraa ni is f~~rnishad ~y t::e Or.,unty. Such aci~?i t ~cnal t~F;~t~.x•.f al v1~a11 be <<r"1 ant p:.id for a~ a~oavat'~.~r, or a.s : ravida:a un~~.er fi :e haFCdixlg o'f a'o:v• ~s the ~3r,se raay be. Tn advax,+^e nP apt+in~ iine anti ~;xaL~.e $takea the exstir~: width of he xUad~,ed ~~~.~121. ~.e cla;.,r;>;~ of ~a~•uc~h, weeds, vsgetatior. and debz•i~~, aZ2 ~,f :1ch s':~a12 ~_;c~ burne:4 ,'11.1 de,:-r.ea.7i~•na a~.• xtrtt3 cehio~•; ~~:i l be dre.ined,• T:zP, antix:~ ~,g r ~ may cax,taix~ storm water sm~a•, inegt..~aliti.gra anti aAc,_zr~saMrF~-i~rn~blazl~ti.fcxbQS,bc:f ~ee.and drag~;r~Q t© After the fnxagai.ng requirements have been eamrlied with, th~+ ''`~i'$r e.lf~gn~rtent an~j. g~'satea, Pox. the finished aub„rade, will be given by the -,i.na,r~ this ~~e Ong ac:~cmplisr~ed by setting sfiakes, on the extra~in~ ecfp.,e q f ib~r~.des at a r-redetermined uniform di;~±anr, e fror~ the center line of ttia 'opoaed surfacing. St~.Y,es, in genaxa,l, Mill bca set at ir~t?.xv'ai.a aP 1Q~ f;~,,~~ tangents a,nd 50 feet on Guxves:. On eacw e*,~:.ka gill be indicatczd it~~ xe1t~~. on to the lit~A and grade shown on the plane and to ~-~, s ~h +i,a ~~.,, ,.,. _.. ~_.~ ,,:a ,. _L _, . --~ ~,~~. ~u~ 1vr~~.~ nus oven blacie~d an+1 druggAd~ 'a.s herebefo~s c~~~.» cxibed, a trer,c~:~, if shown otl the plane, shall. bs cut in the aub~r~,r-s to ~~a~ ~xad.a, width a.~-ui Drown ohovrn nn t:~e plane. T~eenchin b~, t:~ fo?7c~~ring Tsr~cN~t~.ire.. 2:,Y• ~~ontxac.t~~r s~:t.~1 ~:Q~ ,hal..l be ~tooor~p~3.i~s~}a s ti•kPa, i:sr:~inb~fore deaf: oP~~o::i.te t;~n ~dP:~~er.~s 1.bPd, stakr~e defining the width of ti;~ ~'it•ab {~~?a~•~p of s~.zx£aci~it;; to be ;~].acecl.. A furroM shall be ;~~2nwed insinle the ~t~,k~~ ~~~ a oploa.Q2Wyaye~ poeaible•wwithout di.st~arbin t:nam t~irnin r ~ y~ y ~tT~ !1 ,..~'~' ~`t~? li~A. 7 y~1~.1 Tt'iP ty? ~ F ~ thL ~C~.t:~A ~~PY~ ~M^~~•£ ~IZ~u nchina shall then be foxraed by blacii~n m~`~~~i~sl ~;p both nho~:.Iders when; Sy r~oV~1x~~ ~~~ ~~~~%-1~i~a it shall be uni:f~~rmly aprc~et! ~t~ ~~~ ~;~,'k "' 2it~1 is of th+~ auhgrads and p;~x'a?.1a3 to the finf ac-. .., e3~ ehoa2.de; a.i'ft~;~ b9~~~t~wt ~3} t +~' pl.~na., Tr.P sSdc~s of the trenoh shs11. trim be trimma.i by ~ii~t`~~`#~~ z=~AY~~;~~ ~anta.l shalk tt~ brQUght to the; propes~ ,gra,da anti ca•a~s aeration that part o f the foregr. i ~g ins thod. waich is a ~7 ica,ble ~ ~ ~t~~ ~s~~~ ~~i~'' pF- 7~i ?ne final. finit~hing shall be to ~ ,pry{ ~.~. ~t'~~.cic .••~:~,~,,. er-,~ ~; on a© tY 3st I a hvi~ht above te~~. f~~~~#}:~~ c:x Thy, xar~~ava1 ofJa~I? -sy i~:. exra nevi, by. tr'~al. ~~l,i axpex~i.t~y~~1€~ t~~ i. , ,~, ~~ ;, soft arxci opangY spots in the s u~~grad:~ ~~ ~ ~~ ~'~~,~'~'~° r~~ovad by the En . ineer an3 pa,i+i for on a For,,e~ Account b~-si.s~ ~~ ~.~~.~~~~~ ~~;~„'~-, Ari~.2 t,r, r. aplace that :~.~21ah has been rc~r";vc3+ ~~'~`~ ~ tt ti~ ti T 3 sha7.l be secaua~~~ ~~t ~<'~i°,~ fad ~~~; tMe~same raanriex as ot:.ar borrau~. ..n light esnciY 8ez1a ~~her+~ ~.aYt~,~<<3~ ~~;~._ pt~c,+~~:~n i:: im~~racatic3lbs ~FiI7~-r", as herein dear~ribed ~ ~ • ~. ~i:~rw .;~1 the sut,gxada in p~~~~h : e'r.,~~ ~~ ~h%;:~'r{~~~ 1 Quantities &a raay bw nar;essarq t~ ~~~i:~~~ ~ ,~;~.. , ~~:~acteci ~:xzd unyie3.dinb surface: "~'t:-le.r", ;.nd the caul .,. ',a2 . .~~d{n_~J.y. ..w.k~i +_l~•", i:w;t~,a ,~,. i ~ t ~ .., c~ .~t.l~ i. '-~~!$~:'~.:Y ~... ~ ~~i: ;1 Q', ~.t`ts~:'t .. w ...Y il~ ~Yl u~E c3 i.:+.`,a- ~G'~s -~ ` ,>•~xi~i I':,. s.~i:;~~rin ~.edu~~iJ~.l_.;,:.tj.' it ~. . a:::° _ ~~.;' h:7+.~1 i.,.•~ n...,u ..., c _~ _. __ .. _ El.di..~ ~. ~+E` .~Ll~i.~. C0:{~~~E3Ilt3u'~~~111 ~t9~ ~:~~'~ aut~i~•:+3e rri th wa ex• or c•~ 1 i:~ aucn quantt tine ae dir~eth~3. V.~. ar mid oil w_1i , be mr~ ~~ ~xred :ind pe.id for as ~017.~,vre : Ytater w1 ] t bs mhaaured try t:Ze U ~. 3 _ - gal' erg at, tt.~~ point of dgI iv-pry on the raa.~ and sha11 be raid for at the cnn "r. act trice pt3z' lOC~J gal)~:1.Ze i.i pl;~•c~~ 0 011 will b~~ ~ c.~uxp~a '~y the barrel _ (1F~ n~5., gallons 64°F} at the point of delivery on they road. and shall ~e pai~3 fax at the cdntrwct ~}ri~~; cer. b~.xrQl in place> ypeclal ct~3.6 shall be taken Un c~~cv«~s: to s-~rn.~re, t:.e ;:~rn~~~' ea'~iE'.ri-.. ins and atir:er?1ev'auir,,r: as sc~~n rn the ~tand~.r3 p3.~,r_d :for t:.S~3 c1a.~~ aP c•;oxk ~r •d~: ar~~1 ~ .I.t1F,, thro~.g~:out the stag~:E~ ~~f con~~tr~.zeti,-g the d~~~a> gxa~.~.er, sha11 '?e eenuxe~l ~Pro~r~ t::e r~~fexsnc~3 eta'~cc~~ hexstr~l~~ ~'~;xe ~e~ti;ic~x~nd; and taA fina.:,nf'ci ~~a'~:~'~~,d,H t;..~~ll Ieaus a 8uT'gaCS t?'•.~t~ tc: •t~he ca~~3ss ne~t~~;~n ~hr_~~f,t~ on th? r+~~ aa~3 hay-~in3 tl:~ line and grt~3e~ ~t~.kad. Ley thr~ ~::~?v_~na~r~ The v,ai~,-- ~;z'as1G ~ha11 b2 ~3;_~if,~1z3E'+i. J.n this condi*zan unt~.l thu r~.;~::i<~~~ic~g :~:~i~ heen • ~;l~tesdo .... ~.. 4?'1 d •-, ... ... e, Asa .. uLs .,a •a c~~.4 14 ~J y5T.1 G1.7 Liy~CCi l J.lCll VL LL'r ~J1 Ci1J.ey~ 4lV~.i A; J.r J nlt.:~ec! ~*itrifltij olr~y eey~~~~ fit ~::v h~ ~u~-a~it~ate~, f'ax ylain :~ ~ptiori Cif. +.~~ Cc)rat}°~Ctr~-r. matpr.i=~2 used in the s:a:natructin» of thH ve.rioua d~aixla~;p 1 abcave s2':all. c~n..fe~rn~ td than fr.~.lo~-ing xeq~airem^n4.a~ `~^TT' CU'~t'r~i';' ?'IC'I', DART; M S ~E.,.~. ~"~~~n~ i.ne~lde diameters Flair ~Githoui~_ Rein.foxcemen t) -12 ix~oh i~ pL.~~~r a~~~lc~T~ ctrl,vE~T „_pE ~tet~+iaru ~izea of pane anal.l be taoaes of .ape St:..ndaxd ~x txe. ~trangth .P~i,nfc~r.,~ed l~~inan e1n.t~rv~~ ~incb 1~ ~~ ~~ 24 " '~ N 3Q ~~ -~ O l~.a M ~t i ` ~~ N ~~~ ~ ~ ~~ N Re i.itrementa ~.ai' ixi.~~~cr~:te ~'ul~rext Pips s~a11 ccnfor•~+ tc~ ~1 recl~.rixem~sr~t~a ~of tA~ Tentailve Standaxd Specsif~~:at;.orla for reinforced Conc:rate Cul~e~t Ptpe o: the ~v~~tnt Conor9te Culvert Fipe Committee 192, except those re+~uiroment~ oo~ prang re~.nforr,ament and teat fltrengths, I'lsin pi;ae shall be made gay •~txe ~ce~et~:ine t::rzijad proc~esey that ie, using coYi~:rete that ie ~ cnan.ioe~lly oc~,mpw,t~ in the forme and ie of s~aoh eonsietency that the pips •+~ill et .rd ~ithuut apprr~;i ab1E slump when the .~orrn~ are :; emdved i~n.~ ciiat~~ly after oampaci.n~~ P: ::~i;ti~e may w2ao be made by the aentrifug&1 process, tr.at is, ~agin~ ~>laatio cor~• a.rer,e ft•om which a ;art of the rra,ter is extx:~t~~3 dv.rir~~ ~juA mo~~l3.ing procsee~! by revalvin6 t,hs piFc~ at a peripherai. epe~'+1 of sly; rrrximately 2CC0 feet p~3x m'. ThE; minimum ~l:ickiiees of re Q1. ]_ and the minimum 8ui~; ~rting atxet~~ti when, t?st~~~i try me~n~ caP 3 e<ige be~.xingt= shall be ae follows ZYis±'ie Wall Sup;~axtln~ ~t.a~cngth ~i ~'~e7' Thio'~cnese ~',"b'e'`.'~er 11:n ., : ?~ . 1 ~~,~,~ nlai:n. pipA ~hal7 not be used in sixes lac ,er than 1~ iaiobep Tr,ND.~.FD A~D EXTRA ~TRFITGTT~ RE~IQF~FiCFn C~~CFtFT~" PTPF : } .:;~~ ~~..ndara ~-)-d Extra Stran~tn ReinfozceQ ^oncrete Fine 3ha1?. - :':y ur-fvrm to : t~ '', i4 a) Ala raovir~ment~= ~f t::e Tentnt:ivP St~t~d:•r,' ~a,rc~ ~: tc~.ti.-r~~ f_r ~eln°oz°ce~ ` QYl.^^I'8tS C'~iVPT1: Pi[.~r', OP t:: c' .?t~'i.r~t Ct01')CrBtP. ^~1~Vt'•rf: f1~.1P.. CUtmrt.'ti.fr.'. I=1%? J~ RO~Q°GTCE:(i ~:~~}c'; ~lE1,y bs mac?(: ~j1 thH C'~!at ~•'CGL,4-;,~.',., tb~t .t~.~ t:~?~~lti ~JCn''zetc?! 7 f a cnn:~ir;!.ancy t et :.~~.r a ~l~u::p t~f ~ inc~r3 or over, r~sn.;,:a• ~~~.~ 1,~,~.~: may 6 e ma.:~e aleo u~ tha mach.ne t~i~:X)A~i ~~l,r,,c~ ~ nf. +~ht' centri °.~a~;~? px~,raa~ a~ ~.ea~ ,~ r lbpd. t:ndec "F'1. aj.n ~ i ~,~~" ahoy a , y (c) '~:~en the pii.~e iG ~;~e~e by t}z~; cast. ;,rnce~E it ati•:w7.~ tea d~;:j~T_p~ rii~ f;hF ~:-a~ 1:~ afi ~r~ ul t: ir~e.t,~~ ct~mt,xessive atren~xt:: :~i acrnu ceq e of ~ (~" po~:,nd~ p+~?~ ~~+.c 3n~^h~ T.~~.~I.nir~~im ~r~ll tizicknes~ c,f ~.a~t p._~pc sh:~'1 n~~t be ~,~~3 t:~ rro~~l,~.e~~.1 i3~ Tar1.a I for ~Gansiar.u Pine or Ta':le ITiI i'or. E~t;ra. ~:-treangth P$i,w of tie Jvj.nt Cn~n~~i`t:ct. S~e~ifi~~:r~f:i;,r,s~ (~; t~~~c3:in~+ t~ar~ne~. or c~;ntr; fugal pare may bP destg~aed on a r~,~? ~ c:~ an ul i~ n+e,ta, rt~mpse~eivA ~trer.~.~t'; cif conor~te flf 4~~C- pa,an~e pex square inch f~a• Stan-- d~.~:d Ycipe anti 4754 prtin3s f~,er. square ir..ah .~~r.;x' axtrF, ~f~•en~th p:?.;~e pr~,vi~9.Ead 'the q~~~11ty of tnc~3 concrelte ie su~,h tr.~at, whey, tsstad ,,c., ~1~~scrfbFct iri ~ht'. fn1lt~~cing rare.gr~.pl: (e), t'.:P Lllti.fr~.~!;®~ Gom;~.rH~~~i`~~ stx°snxth at ~~ ~~:.,y•; i~~• rat. 1.owc~r fi•hat~ a~~ume,:! in fihP design. The ~~inia~tam ~~aII t:,~c~r7ese of m~~.oi:in~ ~a;le pii.~e eh~.~.l t~c~t be Ie~~.~ t}:an 1~roviQed in t=~'^1.e iI fox rtari,;i~:xcf ;~.if>e e.nd Tah~,k ;~ fc~,x extra Strer~.a'th Pi;~e. oP the <Totni: Committsp spe if'~.cf~.t~_urz- . (e} Tha ~;~3rapz~,~s~,iva et',r~~ngth of roncx~ete .for u3e in mt~chine t;,'!tr,Ei:~ ,,ix>® shall be te~;L.eQ, by m~3ans of a sermon of pipe ~:s.t.h i;l~~ z; ends nc~t ? ~~,~ }.2:r.n %~ i rche~ ~-; i~aeS.dA C~i~.Ttlf~~~c'Z'. "'h?E~e tQ~t a;~ecin~-en sha~.7 b9 :~an~af~+ct.,~.~•sd arkd CJ~~C'~' ttn~3,~.~c° a,~ant,i~~ai. aors;,itionri •+~; ".•h *he c:ulrert pire~ Ti:t~ compri~~si.ve e xsr.~t;, of .~ °.n- t?~i f;~~;~~~ c;nr,Greta s•h31 ~ b~ C~wZc:u7.atad f~•t,7~ tee cs clf 6 :e 1= i neh ey] 1r~~ex. s ; mou.la~~cf f.rC:m t;ha ~1:'sBtiC cona.ret.3 bs.°or.'~ ~.pi.r,nin`.;~" "':~ spec;;>;:~r,~~ t:~.x1'. Y, c~ut:~d tintlFx i~~Pntic~H._l. enrl.dtti:~n5 with the ct.ei~-rrt pi,>,~~ "'yi~~ cry»~i~r,~~s~#vs strMr.~g~. t..u.~ u~:it:~:ir-c;~~. ~sha2:1. be c~.xr~^`,s~- ~n thy, ~-,~,tit~~ cif t:i= vr~t.c~x q~r-r,c~~r3~', ,~~rirc~ h© "c~ inn~n " r~ez,~~ti:on a,GCOt'.3tr~~ tic fihH "W ~Y~. + „ ~ ~' ~ o .. at~_ aFmenh YS.~~I'1 t5~+'~ru~ .~P~~.irre~n.~ ~ ~+ fi~ ~. ~) 9 ~. t. ~+~. ~'':i { n t,:1 r 1. ~ ~' ~% t ~ ~~2i 6 (? I' t, ~! H ~ x' ?iC ?, :. `' , .-, r 53 C " '' ~. ' ti, t ^ ~ T :~ r•" (XC:,Cn ~tli-it.:~)'.+ Ci S d0 ...~• t` ~r~ r~t`~['•c;:r. ~ c)~ ~c.i't;~ !y~ li~°i!~^)oP.t~;~ ^aa +'~ 1; ~. ~~ '1 -r . ~`- ~~~ p1 a.~:~~ ~Y;a~1.1 .'~~~~v~~ E-;l~l,t ~~.' fi e i~cl.1 ~~:nrt b~ ~~ ~ r•1~~:a.~n, .~~~.~xove: •~ tr..:: ~nc,in !,~~ 1.rAc::f~ ~ ;:n:~ ~,~ - ~:.' ~ ~ .. .. - •.~. 1.1 u + ~~.J . 1 _ ~---+..r-._ r.~.r~-mow r.~r~_--. ._.. r..~..~•~-~-.~N.rr~..~~~ --~~- ~ • ;N~~:~:e ~•`~x, ~ ~1 ~~}~~ F., C,d 'y f!~ 1, • t `~t~ l.l~.~ ~~I.t`I u • ~'i ~=,~ • ~,~ ~ • ~ J ~~ ~y ~,~ . _ ~ Cr ~ ~ _ .. ~ ... ~ .. w ~ _ + - ~~ a ,~ O I ~ • t//~~ ,~ ~~gy '~ e7 ~,~4''1..,~Li~~~~i:. ' • __ a+ U ~ .~ .~ti•~-+iroYVlr _w 't: S :!. V t '......... ~lE~lit~ ~'~ ~: { `" I ...~1. 7'y - arcs o~ : 1r.;~t s~~ ~.. _ y~s~.1 _x ~. 'iiu :,•1 ~~ a~.a ~ V C3 R.• ~ y r• ~` i '_. _~.i..s /M~ ` ^ } ~ . ~+~i_~ht Toler~n~,e v ,hc'~s av~•r-~r:;~ ti~;ie~ht pex eq~~~zar.L y we ~~:.3ng 3n 1~~ - nc' e ~,~~+ed ~E'~;;~t i~r; t".~ii^- ~ihaPl ~ o ~:i.theT - 1. 5.rl.?, L.G:;~y~ ~.~~-r E.:~,,1 ~ il+~ u v3T~ :L"a'~Tii tri8 way fox ,aCb lot of sarl+~ gau~;P ari~i p;,~ .:, - ~G.L C r~7x._.~1G~y 1:7 tl~ by? .1~y1:~ 02 T;i~~ ~-a;;A-.~;e;al ~?:sets shall be unt.fnz•m3ir ~a],v~.niznd ors k±r~t:x ~Ie~ ~~ by t::~: hot. ;pro eKS: .~~ uniform coatar~ c:~f prime ~restern s~;~1. ~e.r sh•`~11 cy~ spinlied., s-t t;xs rate vg nz,t 1°~3s th~.v~ 2 oz, per equ~r•e foc:t of metal •, 'f t::e ava.rt.~~e s~,el~ter E^oatS.r~g as detea-~iine3 fz~oro eample5 shows Iesa t:zarl 2 ozc~.. of $peltex pRx t;g1~are foot of m~~ta~., ar }.f .ar~y one., esrrt~:~1 sho~az~ ~t~s~.= ti~an 1.,~ oxa U~' spelt;~,~• Fey' ctqut, ft. of metel., th t' sr.ipment shxl~. be rejeotecl. ~het1tw hd~*in~; bli,~~.,- ~_ ac,c,ts, hoA~~s, oz• a4rer ~.n+r~e3°t'eat,wane in the g~.lvanizin~; aft~s caxxuge.te ~h;,t' ": ba xe~Fat®d~ .rr :~.•, a,.~: a.s •, a;•a i/Jf.Y l+il~~ ~r.e tet; s soy ~~ei 1z A a. '~:_~ tW ~. ~• of ~:pelter coa~i;~g sball. b„ ~1;.~~e~ ~s 3.~syx~~~ i:x ."nit: afates i~~:Nartnent of A~r~;:L~,~.tux~ ~u.l't~fi.i..n 1~3,r> >pnte.tivr; ~t:a-nd:.x!~ yx~i"~::GGi. ~~~' ~1rr,l.I i~i~ s,r~cl Ta~atin~ ~i;hw~.y 3~aterialsb aa.a~tnct bt7 tre Amcxicbn Aasa~:ia~.ian of ~~(;x,re tzi4v,~~ay L~if.iu~alsW Y~ar r~ w~~ ~ Ll hl r'r r~l • •..[ C7 r~ r ?~ l: "I G~j F ~inet~~t~ ~,~~gc~~~tec~ ~:nder t.3~~eaP Spey { f~.~atj.cng and r_o bias wi]1 c~h~ dons{tiered. fc~~~ thr me.t,e;~ial aac~vs de~coxibee~ until sft?r t:h~ :she+~t rc•a~~afc.'~t;.rek,°: c.~rtified analy~i.~- ~r~d m&nu~r,~turex-'~ 4;;:ar~:nte~ have ~n~!n ps,see3 ux~un by the Engineer s,3,~ ;~,~:ag,~~ h,Fd . _- R , n 'uvt, tail] ea,rsL be 44nE.1t~srad a aufficirnt reaeor~ tc 3~•=~~c~a~tinf~;~ ts- ,7,r•r^nn.. ~l :t~~,v brand t,x~cier t~ha.,R vr,eaific~.tians, and native aer.,t to Gh~ .'~ . tF; ~t 2~;83i~.1r2Gttlrel' of t htt discor.tin>>...r;Cu t~f wcreptancse c!' :~~y bfaald wi21 be iidered tc ~.e nctic.e tc any col~:~rt corAY:any vrhich handle that particular rd~ ~ .i_. The bran.3 of metal to be furnished shall he ~;,eeifiNd in t:~~ bi.d,: ~hee•t Mr~zutact~~rer's Ce~Ei.fi.aa anel. egg '.~'ha manzl~'~c+ur~r o.f sac~~ ~rar~d s:,-a~~ fi:.r ~vi-tL +: :A En~ir,e~.r w ertificats setting forth t?'i~e ~zamc ~,,r 'r~A.-.n.,~ ,,f mcr~3. }d '.-,~ f:. ~::?•_~ wr...~ :. ~d~ir,:Kl ~.n~ay~~e ahn~iring t::e ;~errent;zge oY 3a.ch cif th r-. fiv:y a.s}<-,ve mPnfitr; _~• tzacr,i.~~~.1 el~n,erzta~ The certifi~~ate E.'^.ill. bg swc,Y•n to foa~ tb~ mtzrz:ag<tct~ax{.n ~r•~psxzy ~y a pa~~~on havina~ leg;,~l ai~thori t;+ t~~ bird the comp~y, ^hept~:a~z~f~ri~tzrgr00~ :~~.z~~rer~.te~~ ~ ~ne~mar:~r:FrCtur~r. oi' thA ahGets ahc.11 eubmit~ ~~rit.:~ '~Y:e ceg~Li~'i~:d ;:~~a,y-_~, sie f3.1 e~~, au::~'! I ~~ear a azzi ~ ~bZ~: ident,i.f ir,atic~h bx'z~.nc, ;,:r• ::8'~x, :~:.~?. :~ra~.-..'? be LP.,~a ~~C:n.~. ~~i t.hi~~~.t; chat; to the rzlrcrass wh~sr,. ricaf; in cox~F~~~•mt ty with t:x~ ap~:4~ifi~..~ • ab1sL~y*_~ia9 ~a,~~e' nx c~peltez~~ cr;3tirag, anti t;he gtla.:r:~I7tee ;~~~.??. bc~ aJ ~cx'de3 as t~ xwrra.itz in e~.~fPct sa long as the nariufacturer cc~z~tinzies to f~~.Tn S ~h mat~:x°i~:'. ~ ~ ~dentt ficati~~,~ Ro ^ciulv~ert Bpi. a wil.1 ~e c.cc~yi;t;r~d t.inl.es8 the metal. is icaer~#,i.fi.e~i by ,~, ~'+:~ 1W!Y; .r, -s~~nb~4 a(~.~'i~.~.:`~1': ~}i:1B7~YZ;Y • • ~ - ca ~f rats, flame ~of csh°c,t man~.~f;~cttir~+r~ y :i'1fr'd: Trl~ ~LSR~e } the ic~ent~.f i.csati on 'crsndK ahal.'. Le p i..~rad can t.':Y a e~ste by the mc~Tzutac~tu~E:ra cif t}^.e ehet~t9 in eLu~ ; a wr~y ±.."zaC ~v~.en ra].led into cu'.4yete aucsh i~,~,n4i.t'~,autl~an ~t~all a.,;,c~ear on `.. :FS ctat.~~i:ta of ~c;Ti fse^tit~n of each pi~~e:: Pine h~.virzg ritzy sections not no at~unpad shall be ~~.rc-mptly xe~ected~ - T~a.-wr~atoiy_ n~ ~ t tiY•f~ieri nc~t at~~Q.rz~+ise provi.~9~:d, 1~.~,ors~.tr>x•y te~et3 shall. ~~c ^.~c<.t~e iz~ avoox~~ar,aH wl~:h the met;P.ode oaf the American ~r~c.iety i'Qr tee~f,ing me.tr<rial.s a.n~i . the Chemist ox ingpr:c~ti cn t~urea~. desiar2ated or approve? by ~. e E!7~ir-~,,.r ,. too cup0lder•a~~Xe ~hi,~mant `,f met~~l ah~.ll he :,~~a~nt~,i unG~i ;:,.f-r~r a ~'.}?v~. f,ri.1?ysi$ hays been ma~dc . In any' case it v~~:icr. the tirzfzly3ia of the bFSe metal. ie 'in c7-I.s _ ` pu~N, the questa.Gn :nab b~ z°efer~rP~t r,~~ any umrir< :thE~m;rt., -rut~,zsally s »t i.~f~.<.'tt~2'y':'. to b~~t;h p;~rtieRs ~ho~L ~~yt~'sain~ sr_r;.1J i.>e c~7r}4idexeci ~inal.c ~11~. anti N~ac t.o•'Y In~:,ecti~+n ~ ''.~`~ 4he ~~` f na^r -~o ~'e.e~; t~ ho mwr h~~:t A t:1~3 ~~.`~:x i~.t ir~~net; i;ea. ay the ]"All.ir~ mi3'l. aL~ th-~ culverts inR, ~'Ctia~. irs the Shop -*r.eS~~ t'~~*v u..7~e .l'1.~!:Js'aC~'Ltjl~~ ~{q r~~,y x'-•t,~t.j78, :fxnm t',:e~ mi2l., -U?~~f. wt c.~?wf.cdl t~rxalyai~. bs •~s;'.a vi arzy heat ~' ~~~ ~tlaitk+c t1 obi 'both ~* Lhe mill.. d~'~d ~•~ t,hs stop eh all by ~~e,cj ~~ ~~.r~r,?er t•,he ~l, x~~cti Y' i mi 1 cr ehv~~ °~ r :n.~pecti~:~n ;,,i--f ^'~" { - - - - . th hire for. t~ifi purr~~~.e.. An.r ......~ ~._. .- ~A bC~t3t1 r8jeot2d 1t t::~ L,i7ir c,~~ ghoL+ wil i ha. c`.f,naiiiar.~ri o~,fF3.• ].vert pipe fum i:~hed ~~ veted. t.5r,~~, w~ th la.~wi Di.q±zneione ant ~3i,•ht~; ~~ '~::e ~en~th4 0 . 8hPete, Sri ca the oi' l.:~ps, gua.$e of the ur,ac~~.te;:,. ra~~t~'! ~'1-~lt~ct Staten ~t+~.ndra.x~ =auga}, aid theareti~:al weight p~;a• li:~eax- faaU ~.~ t::e fini:~he~, aulvePt r9z.es ehal7 ~~~ as 'gpeaifiAri in *he fo7.lowin~ ta':,7.g~ T;;~, .=C~:,_ 8T1~iQn~ ~iVs'~Yt fOr ~{~p'~r3?' of ~'~C,~t- iL~'{' arJ~::r„alv ~:ie c3Vr''Y"d,~F° 1•Tt3j~}:t j?F3~` 1~.A'~r:~4~' 'cat of a finke:~e~S cu1.u£.rt, exe7.t:eiv~: of end flr,i Gh, eha1Z net t_ird~xr!hr~ the theorett.c~~l ~rPi.~ht E+r~ritieu. }3;~.~c3rr? thaza ~ ~r aent~ ~~~crtrillaal.'J.-~a~~~fi~t::i ~,~ ....~,.1___.J~dth -, °'~„" _..,..~ - _ ~...-. __,... _ inimiarr, G~.~x~w, ; ~~`:l~c~rc~ti.c~~:~ ~ ~'~~~~~~~" di~.meter ~t;i-et t~~:fr~;~•e cyt 7a~~ tT:. 3. S~~and~i~d i,ex linear fiat cf ;;:.ir,2't~in~ ~ firisahed. c:t.~.~sr~:,rt ` ~ Ax~:1 ~.~~t ~t3 of en3 lz~chP.Ea _~ ; . xa.GYirF, ^~~ ~ ~~it;h~ y ~.._.._._ ~ ~ f~.~~iEh~ 2n11 ~~ ~k ~o ~ 3 ~ Q 1'~ ~~, . ~ n' • ~. ~ O A l . .~ rr ~ r ~C, I.C~ ~ ~ V '' _ u ~ ~ ~`'~ 2 : 1~6 ~ ~ , 32 ~ ~C ~, n 'yet Len th of Ggt7.vr~xi; ^ri~po he 1en~t. of ail vext !~`.. e ~~:ec:if ~Pd. ~n~.tl b~ t}.:r~ xaPt; 1F:x1~;t~~ :; f th4 f i~ai e.~e~a c:t.~1~-ez~t ~yh9.c:~ ~~ae e r~Qt~ iz~~c~1~,;3e map ~~,~:.;=x3.:7. u~e~i to i:~xC~~1i?.I'~ :;:~~ ~>~~d ~in.i~h can th~i ~ipt+.: Sf tue arre-r~,,~e r?efi.~iE~rlcy in l~rx~'!2i ~~°. env e::i~~mr~r~t o:~ F~lph i~ gxeat~-r ti h:in 1 pez" eentA the ehii>~aeiit ~ria11 be x~~~~~e;teci~ ::;°~' ~_ Z~~~ cf ~~=etian~; 1117. pipe ~hax l b.e fu:rn t ahe~ iri the lengthF Ox°dei ed. r Xi~,;?t. f~hat ~ii.,e' far ~~~:7vr~r-Fa aE feet a;c m«s,~ ire l~n~t;h 1+~~v be furnisY:Pd in e~.Ctif,ns~ net lPee tk'.tl~b 1~ ~~3r~st in ~7.nngtr,, p?~cv:f c-ed ~.ll n.r ceaaxy fielr arsu~7.;zi~s wrr ~ft.rnf K~,~t~?. fry ~r ~~~.11 rhi~-~~ent~ :~r~valyf.r-~• ~ees L~... f -~ '~...n C: X32'1 ~ .~ :~ tJ ~.8 ~ t.'lw ajlCitY a i H,~ ~~ be m~~r~i.-4.t~~~ by wxittHr~ e,uthnri~t~'t'~n[1 frc>tr-~.a I:.r.~i.!ieer~ ,~r~ r~t~.ar>e• ' ~rx~~ATi,~~r~hall k~~; net IA>s~ ta~.ti 2~-7./~ n,~r.3~ ~rnt'r~ t~hLr. z-~ ~~ n '1 ,^'r~.it CS' .. ~ . - • 1: rivet3 :=.::..1' 'ua of err ..,..~~a,f .. ,,~~. ~ :h •~ i_ ~-'. a.+-~~~ ..,.^vv~av.~ ~Y..N YJiV ni4S-i i~Q DO Vi pllC¢l.p, ` ~ lv i~ !~c~rU,f7~d tr.~star~.al 4t: x'zf' t~:114iCrIA$8.°.4 ~~ v ~i=tC„ ; j~~ 1~ bTAJl~° ~st~ciD,.l ra~Q thiCls'2'irt:a?,~R Gf 3°r?'_`-+, } ~~:~ b 12 ~;i~u,a ::taxi ;.]. ~thrAP t~:icicnQSee3 of chta~t~s~ ~a~ bll zivats stall bs ,:lrivan co1,~ in such a xsnner ttzs t Lhe 71 be ~rxwn tiw: `ly t~~~ratnP~ t.hrou~:~t~ut un~ ~!-.~.ix~'. 1~~~. ;~~ -<~1~s~~k 3:: ~c~r th;~n ~•n~ ~ ~; ;;, i i;~ 1: r~i~,: ter r~~r:! t:~~ =3ne of tY~a raatc~sl ~ Al% x.`r '- - ~~ ~' ~ .. o na.a.~, +~arkr~:fj~Liksy <::Jld full ha~i3~cheri~;a1 h_a~3s ornpa;s of ;: f~•:r~•~ 1 N to tl;~• Fn~ineax, ,ha7.1 ire r v ~~ri ~:ti'rit' ~' ~8-,~:i ~l , ;;;x ~ u, 1 ,., :ae k:~la ~ Lca'+~5. t~~l~~.inal sea~a ~ha11 be ri ors t~~. ~i to Gres rivet, ire cw~ 1 s3orr4~~r,~.ti:,n~~ "'he l~~ngit,a;ii~,:.;. eeW~+ns of ~~, ~F, z~~ aY~d. ~~~ int:, `pips. ,~c:~~-t!:t~~ ~i~~.~t;ad„ ~.r~,ducr~.~~~.•ez~tis.?., sY.c,,,..+iv~~+.~d ~e,=.~::£~ shall have ~. xac.; dt si>ac.:~ti~ of 5 inc.: cue, a:;.~ s~.s~l 1~,p one ~~.!~1 r,-~rx~'_~;!t3t;n3 ;;::~~t~t t:.. :'~~, ~t'z11 1~i! Ell) '1.+'. i P.Tt~ ~Y? ~ = i nh}t n i ncs . s~?!'fit a~~i otii,l.efi, of all c!,~,7+-ext~ x:ipa, :f for ya~~r 11 ~,~ rf~ lnl"r~~~;z~c3, in :: m3r!rar w~~,xcva,3 by t ha ET'.~inpPr tf a ~~~- its t!et~~a, :~; ahw~lt be r2vet.~~3 ax~und the end of the ct..il,~ t with rf,vvts at lt'~~;~?r~ral~ c:f 1C inc:.~8 Ox le~3s, TSR'1i3 b ciT::~ c~.~,il '~~; Of ~en:lzo~ r!~t~1 equival anti in c2•~~s~;..aN~ t ~ rr~ to j j ? i:s~~b ay 1 inc., for -.~;.•gr~;:~~e ~1,~ +~~ 3j~ in~!h 7::~ x~~ i*i,~~h~3~? f's~x lid .e~~~_ige- anti 1~ ~_!e ~ct~.l o a~-~'~ ' '~ r an_ dam, „g...__. ia?.3 ~r_+1zat.~ s~1~11 ??e m~~ tilt i:: Y~a,:z:3.!~ of t::e 3~ie ~~s:,~ari~.i- :mac '~~e cha11 bQ not 3ess *hazl 7~ ia~ch~e ve+,ie, s~; con~tr!~c~te~ ~.~ zo 3.ap ~n er.~,.~.al poxtinn of ea.^. h of ~khc~ r+.~'~.~g~r.t ge~ztin,~~ t~~ be con~~.~~;i,P~,t, ;?uch bend ~ul~. ~9 Q~JSlilE'(+~;A4~ a~ 'hew ~Y:Ll7 ~:t' a7: ''' "'•s - 1:r i j t ~, f n, 1 ~1 O v } (;; .~. ~'4F ~: , . d ",.Chi a~3 T "y-~'rlrJ~N ~..~... B16 TS f,4 'A C~ IS't t~ ~J .. ,~. ~ '' ,'~ '~ ~~ ~ j~ itt(th fwn~ ~~ ~ an,~, U i E°:~y.~y~ ~~~ .i l.all ~~ i ~.th ~1 V b.ai~L V• N~~ V±a~.i~~ 4A~r~ ~,+nfr ~y~ ry~• 7 V V ~Ctt.nn~ of ~~z~.~ta.~~'.e 3tr~n~th~ E~~h cc~x~t7r,.~~t.'sgn sha?'l f~A fa:~4enf=,j b}~ at lea.ytn.,. wo bolts not lest th:~n ~ t.r~~ah in dime*er A11 suwh Lonn~~;tir.~n:~ :3hr:~~~i, be Wa3o ~ ~a1,~-a~ni:.RCi ~c:~tal of ~~°s same yu~lit~ as the :~sec~ meta:. in the culve~~t~. r~rl~a.nr~l; ~~..i~.~,e ~ssaril~e of `:~e~~; ~aevifiaations that in ad~.ition to h the details of construotion the completed pipe shall ®hovr care~- ~orkmarie~hip in all partioulaare. lvext pipe on Rhioii t~~le e~pelter ooaating has bean bruise3 or tl file shop or Yn ehl'pr~1A~, or whioh ehow$ 3efec tive ucnrkma~aH ~ n This requirementapp er~ n o o e ad v u , tae shipment on any contrast as a wholeo Among other, the following detedte are opeoified as Constituting poor workmanship and tine present of any or all o! them is any individual culvert pipe or in general in eny shipment shall constitute sufficient cause for~re~eetion; ~1 ':Haven IapR:• 2 Elliptios~ 3aap.ing ~lariatiou for a etr~ight .cBntHr Zine ~'-~ aged car diar~,c~t1t,.1 edt;~,,~ho:3xe~ ja :~oc~~s~.r ~.~neve:i<y lined or '•p~:ed rive~te 6 Pcorly fox•med rivot hAads l; Lnfini~h~:sc~ ends ~~) I11e~Ib1~ brand ~`~~ LaGk of. ri~,.£ditiY {YG1 ~r~:.spd, se~~:le,', c~a i:~-a'~cFa, ~.ip~'3.t {? ~ ) Danttt or bendy in the m~at,~]. i t881t~ CGati .g :, • Field Ins nation and Aace tance of Pipe_ he ield inspection shall be made by the Engineer who shall b® furnished by the Seller with an itemized statement of the sizes and len~~tha of culvert pipe in each shipments This inspection shall include an eaamina~- tion of the culvert pipe for deficiencies in length of s:~eets used, nominal ep~eoified diametex, net length of finished eulvext pipe, and any evidence of poor v-orkmanQhip as outlined aboveo The inspection may inolu~,e tae taking °#' sample$ for chemical analysis and determination of ~veight of spelter, coating The insi~action shall be made promptly upon the arrival of the material, and the purchaser shall be responsible for any demurrage v~hich aaaruee on account of neglect to make pxoper inspection after he has re- ceived 4u hours' notice of the arrival of the shipmento The pipe making up the shipment shall fully meat the.requixement~ of these Specific atione, and if 50 per Dent of the pipe in any shipment fails to meet theca requirements the entire shipment may be rejected. Sam 1~1~„1 When samples are taken for chemical anslysie and determination of weight of spelter coating, at least ono sample from which a specimsnt 2-1/4 inches square may be prepared shall be selected from each 10 culverts of a shipment, and not lees than tPree samAlea shall rdnre~aent any nna oni ~mow~ '~IiCJCTI0D1 DETAIL ~1 ht of Embankments The maximum height of covering to be placed over a pipe eulve nsaeured Pxom the invert .cf the w lvart to the oro~rn of the road~nay or sl ~f the •cubankment in a vertical line _ a'na'l l ,,.,* so~A~.a +,,.. , ~ ~.. ~_ __ __ ~ ~~ a n Oriore a ~ ender e a ore ra reng d• or , Conorete P1 e force Coaarat~ Vitrif~Od Clay Pipe _ idth o en~oh on idth o reno; ~d o renoh on daOh side at top of eaoh side at t~ eaoh side at top of PiD• Pipe Pipe over -'-~ ov e r -"' _.,__ _ w 2w 2n o (" 12" 12" ° 6" 12" 1 no limit 30' 22 1~ 12 ~ 35 25 15 no l ~ ° 25 20 15 imit w " 0 40 22 l~ 15 " " 35 . lg l~ 15 40 30 ~0 0 3 Applies also to Pipe laid under embankments where t?~e 40 depth 30 of trench ae ttaan the diameter of the pipe.) The minimum height of covering to be placed over a plain con~:rete pe measured Prom the top of the pipe shall be t;~o feet, except in side road nneotione. On reinforoed oonorete and oorr~.~gated metal pipe the minimum fight of oovering Qhall be one foot above the loop of the pipe. ~cn Pip~1 reno et',Et 1 be excavated to the width, depth and grade as given by the engineer. A full oondition shall be provided ~rherever it can be ob- tained but in Ao oase stall bhe trench be of lesser depth than one -third the diameter of the pipe. If, in the opinion of the Engineer, t!~e material in the bottom of 'the exoavation is of such a charaotex as to cause unequal settlement along the length of the culvert, th® trench shall be dug below t'ae grade to suoh a depth ae~ ordered and baekfilled with gravel, or other suitable material and tt~orough2y tamx~ed or ot3~iera~iEe compacked to insure an unyielding founda- tion. In o8ae rock, in either ledge or boulder formation, oocure in the bottom of the trenoh,-the rock shall be excavated belov~ grade and backfilled_ +ri~h suitable material ao that there vrill be at least a Pour inoh eusion be- b~~ween the raok and all poxtiane~ of the piFe. The bottom of the trenoh upon v~hieh the pipe is to be Laid, shall be oonnave~d in order to accr~m~r~oc3ate the loner quarter seatian of the pipe t~heri a pipe of the bell and spigot type fie u$ed, cross, tren:c~ies er,all be cut ~axogs the bed, ~uat sufficient tc admit tr.a bell, to insure ~aniform bearing throughout itg entire length. In the trenoh, grepsxed a8 specified above, the piFe a~'iell be laid aginxting at t'rce lower end and with t''_ae bell end up gr,sde. The spigot end he.11 b® inserted into the bell as far as construet~~n will n~,rmi t.. stiff ~zortt~r, oompoged of ;,ne part Portland cement tbiekrt~ss to make the inner surfaces of t ha abutti ~sn the Fipe le laid. After sac: section of t'ie matched and the sec*lane have been fitted as close pipe trill. permit the ~ointa, both inside and outer mortar of,ths mix specified above. a~.v i4 aaau ~u~a aur+v~.•a~ as the eonetraotion Ot 1 -- - - -. .. Pipe wit! overlapping or butt ~cinte shall hsve a mortsr collw~ t-e points, eomi~oaed of one Fart Gartland cement and one pert Bond, r-nd qg a width equal to the thickness of the wall of tha pipe but riot logo six inches and a thickness equal to the thickness of the wall. of the i re tha co3l.ar is placed the pipe at the points ~aha~,l be th^,rGUghly oleo yet. A form shall be sued to held t~~e raortax in :,laced an the lower. t~ ~~~ons rirm~.y ~oxnted together and with the outside laps or eireucatex~r,tial ints pointing up stream and with the longitudinal points on the aidas. Any tat in ~ointa which ie not thoroughly protested by galvanizing shall bs ~ted with a suitable asphaltum paint. ends of the pipe shall ~rhe ends of the pipe shall be incased with end wa118 constructed dimensions and of the materials indicated on tze plans. The construction of these end walla shall meet the requirements the construetion of structures of the same type end material Backfillin e ~eleeted baakfilling material, free from stones, frozen lumps, etc.. all be placed under and around the pipe and thoroughly tamped or otherwise ~ripacted in placed The trench shall be completely filled equally on each de of the pipe and the pipe covered to a depth of at least one foot with nd placed and ,compacted materials before the eonatruotion of the ardbankment er the culvert e'r_all proceed in the usual manner. Culvert pipe will be paid for at the contract price per linear of of pine in placed" Thia price shall be full compensation for furnishing e pipe, hauling and placing the pipe~in accordance with the above epecifioa one, backfilling and tamping, and all othar work incidental to the con ruotian of the culvert, but shall not include payment for s trueture eaoava- on and end walls . nd rvalle will be measured Uy the some method prescribed for measur- ;a of a eimilo.r type and materials, and payment made accoxdingly mecli.stEly ir. adv~~.nce of 3epaaitin~ t:~.e aurfaoi.n±~, meteridl, tbM 'ne .. , ..~' ~ ru },... proper ~ine• _ '.,?.e .~~ 4~:~•~., ,t, .:ea~Giox,, ~-s r "Subgrade for ~us~facing", Section E. Snnuldar6 ak.a].l br ~Oxt~~ e and grade, and free from humps, desprasaionB or other ineQu~2.ity This aurfaaing shall oonsiat of two ao~uraes have t:1e dimenslpnv nu axos~a--8eation shovrn on the- plans, the lower or base course bv~.ng oomyc,oed f base atone with natural soil binder and the top course oY eorAeninge a~~-• wining the duet of fracture as binder, congtructe3 on t':le prepared 4ubgra.da n accordance ~+rith these epeaificatiuns. s~ a i. a • y .raa.+ c Iaterial for suxfacing shall c~r,sist of gravel or angular ~xa.gmente f herd. rack of reasonable uniform quality throughout, free from soft or dia-- ategre.ted stone, or other objectionable matter and s~.a11 be gub~eat to pprova.l by the Engineer. The stone shall be c~•ushed and careened by means f a shaker sateen, where approved by the Engineer, or a rotary sateen, into pro sizes known as Base Stone r~.nd Screenings. Base Ccuree. Base atone shall consist of that portion of the Product of the CxuQher, including the duet of fracture, ra ich will meet the following requirements„ Passing a one and one-half (l~) inch circular openlna not lees than 1C4~oo The material rah all '~e uniformly graded from one and one-half (1•k, inch size to dusto Course Screenings s~`,all eansist of the portion of the prod- P the eras ;e:: including tlae duet of fracture which will meet. the. following r event e s -....,.....p _ ...,~ ~-• ------ --------- -.------~. - - vided teat in the event tt,e s:zrfacing material consists of 100~a s'_zall bass a three quarter (3/~+") inch airaular opens COI3STRliCTION ~dETHODS o "~~~ Thy 6~.+~° "cc i tag ma.ter~:~1 shalt be d+egc,~i ted upon the prepared subgr:~' ~^ ~ 'r~~j' f,S a~3Z?~,!~~ t. ~~ wi ~~ tli ~ CLT: ~ «~ 5 i~ ~- .r, i-i f ~ r,.~ ,?r. ~^..,+?Y., ,.,,ri }y~ ~ T .1 .iYy v ~''~ r~ n .~'•~. ~,~ .~ r n` •.r is be uz~i so~`m;i.y d!. at~`:~k~ut~: ?: 4Y'C~E?aC' 'TaC~ BEau"8 S ri~.x3rui~r~ ad12A1.1rx~r G?' t.!ra:LS-or:~~~_y Sl~G4rn, 3T1C3 a< t~~~.ct.e3 s!:~~c~'scu the contra~t,or ',117 b~; r~'c;~.;sired, as fax ati prao-~i~;~.l;le~ t~: hie h3~:}.'! J.n~; ower. tie sLa~•f~~:cirig as ;, r. iE pl~+.r.e~d~, to cra•,s ~ru~.4: tine ~~F;i`t'a~:,i~cxt bc~;Sna?ing art the p~.aint of lo::.ctir~S ~znd working .way favor that, pc~ir~ty to oc~Y $~rrus~t alit of tt:e bass c~:,,,~-~e from a.., sp~:up~ b~:~•f,.r~R '~~gin!~I.r,g !-on,F~t.runt,',c~~ LL 1 _. _ _ _ - _ r he contractor shall provide lights, of a size and nuu;ber that ith the regirements of the Engineer, at the points where $preadi ing materials ig d^ne during the hours of darknesa4 ie Gontraator shG11 not haul loads in excoas of Four (~) cubic load. shall not e~cead the cepacity of the tr~lak body when the top of the body and struck off even with the top of the bCd; Fi~.Suitable earth binder s hall be added in such quantities, to exceed t:~e total content of fifteen (l~) per cent, as directed by the Inset, ao that the surfacing material vrill pack firmly under traff3.cG ~houl~ dare Shoulders ana~.l be oonetructioned as shan~n on the lane, After the surfacing has been plaaad and eor~paated, the earth shoulderE hall be leveled down-and the entire roadbed trimmed up eo as to provide a niformly crowned and well drained arose-section, as indicated on the planet ay loose xo~ck, stones, or boulders tl-iat may be dragged to the surfao.e ox ads to protrude by this oper~-tion, shall ba ranoved from the xoadbed~an~l plac long the edge of the Right of day. L'ALITY GF ~TJF.FACIx~1G ' The ;.mount of surfacing material to be placed on the roadway may e increased ox decreased at the option of the Engin~:er ws the can~i.itiona may equire~ ~A~;URE`..~EATT AND PAYIdFNT; The bass atone and screenings sill be measured on the trucks or agoras at tree point of delivery on the road, F'ayr~~ ~ ~ aurfa.cing will be made at the aaritxact price per cubic and in p1Nae, w:_:.. ,~iae a :all be full ea~,pensation fox pxeparin tY~e aub,w ~c~t$e, eonetructin~, and finishing shoulders, furnishing, crushing, acre®ning, oadin~;, hauling and spreading of t'~.e aurfaaing material, the f.~rnishing and preadirig of the binder, the dragging as hereinbefc,re specified, ana the irnishing of all tools, equipment, labor and of ;er incidents]. nec,es~~.rv to SPECIAL PROVISIONS '~~ All classification on this improvement aha11 ~e aiaegifie:d and®r the heads of "Excavation", ~Struvture Excavation", and "Rook Excavation" . The classification for structure cxoaration as defined in Standard Speci- fications shall govsra. Should any Class "~~ Excavation be found necessary, sr~ae shall be paid for as structure ®xaa®at3.on. Borrow Shall be camaidered as e~xcavat~on. WATER PIPES Th~ras are eeaveral grater pipes located at different points on the proposed ir~provemgn~, and vdaioh are ehawn on the ul~ip. Care shall be cxeroisad by the con~:ractor that these pipes are not damaged during the pz~a~;ress of the work. The ®ontractor shall a~.so ®xercise ©area that any other pipes which may bes later dicaoverad and ~. ich are not shown on the plane, axe not d.dr~aged. Any damages to the pipes Deus®d by the con~trarstor shall be r epaired at hie own expense and no other compensation shall. be: allowedln they aontxact Existing culverts shall b Right of ~+lay, and. shall remain the is then inte;a~tioA to use these pipe e done by hand to pr event breakage. be chargead against t3ie Contractor. e Ca.: eful'! y removed and d eok~d slobs the property of Jefferson County. As it again, the rem oval shall be carefully Any unreasonable breakage of pipes will Tie Contractor shal]. aatiafy him3elf as to the location, quality, and quantity of gravel surfacing to bet usesd in this improvement. ~3efore gravel is cru$he:d, sand and other fine material shall be removed until not moxs than five (5) per aesnt of the remaining product will pees a laboratory careen ha~Sng 1 j4 inch square openings. T :is ss~~;d and other fine m.a,terial ~hal1 be conveyed to 5orss point ~~hsre there will be nu probability o~ its beaoraing mixed with the crashed ~aaterial. Crushed gxave:l when separated an 1/~+", 3/~+", ]." and l~" laboratory e~creen8 shall contain in s ach size not less than fifty (5{J) per cant by weight of fragmafnta Frith at least one ~6raature$ faces. then approved by tho Engineer there may be substituted f or aru,l~ed gravel a thorough mixture of rook. The gravel and the arus~hed rook $haa.l a soh separately conform to all requlydm~ents of tiieae e-peaifiaations. ahc~uld ~q sa~isting fenoea or buildi~ags remain unmaved within the right of ~~.y Hama sha11 be removed by the Contxaator, aa~d suoh removal sha11 bs cansid®red as vowing under the classification of grubbing end pap.. mart shall bs made #or such rer~ovsl a'c t:~e aontrast prise per ears for gru l~bing. The remWaa, of two existing bridges, ens at station 71+}0 and the other a.t station 89+49 shall ~ considered tind.sr the hs~. of grubbing. Any of the decking of t~a.ess briclgss at~d atxingerg +~hiah are in ssrviQable con- dition shall bcs decked aiona ~d v~ithin the right of way and shall; remain the property of Jeffsra~n County. Care eha11 be exsrQi.ssd by the Contractor in the removal of the aeok~.mg and stringers #o prev~n.t any unraasonabl.s bl" 8 ak~Lgt4. For parking purposes, the rosdw$y to the right of the Centsr Line from Station 147+04 to Station 153.44.x, ehe,ll be widened 14 feet, me,king the width of xoad~aay bc~twee~a these two stations tc~ thc~ right of the Centsr Line 26 feet in the CUT and ~2 feet on the FILL, the material so exoavated to gfl into the fill at station 14~+4A. ^r.r.r To the Board o! County Comm Jeffexson County, YGashingto~ Gentlemen P ft O P O S ~? I. o f -- and ha read and t;loxoughly understand the plans, specifications and contr.: governing the work embraced in this improvement, and tae method by which p meet will be made !or said cork, and :~ereby propose to undertake and aomp~` thA work embxaoed is this impravement, or as much thereof as can be co~p:~ with the money available, in aocoxdance with the said plans;: and oontraot, and ache following schedule of rates .and price:. (Noted Unit pr should be ehow~c ..r.~,+~..+- ~ t ~,. mate ,r.:: I t e _,~or k __ ' .r~. . ..; ,.. e Grub ~ o. Q „ .,~U'~'~ 3~~'~c~ ~ .v o .~. _~~ul 4 4~0 . n „ .D/.S 7/ Z ~ 2 0 ___v~~~ -~ - 7, c u_-.•,~ „ 3,o6q,G „ n /~ 2.S 38 ~ X00 .~x~uce,--~ ~~ ~ minus.. cr:a~~ed. Gravel-~Y-~"0 ~~_ C~.lvert.o 12" ~1 Conc ?in® .w.~...~. ' 6~~ . a , Ft _ 10~ 2~" ~~td. ~ei.zf Conc Pipe ...~ . ;6" Std.,.~~einf Conc .Pipe ~~ c. ~~i rc~ ~~ 1r'~ ~ ~ e 1 ~Fl " ~~~ r, ~ S©~ _._ /oD d ~8•od ~ ~~ ~o .psi a a ~~ ~~ ~i~ 3 /~ i Tct~.l ' ~ ~i7 Ye ' , ~r~ ,~ c cca r10c~ . ~ rev/ .~' ~,~~ ~llare (~ _) payable to the County Treasurer of ~xsan County, ~Faahin~;t, this amount being five per cant (5~0) oP .the bid, based upon the approximate estivate of qu~.ntitiee at the above ~tigu ~ti.~ .~,~..,.a..~nle ~p.rxy of nuurv~v v.~ ~.t~uer; IP ~' ~.eri, a eo-p~,rtnexahip ed 8tat~P, ~>iving firm name under ~:-~~ whip ;~esa ie tranactad (') Yf thA Bidder ig a corpo.rs.t its duly authoxize~. ofificia. f{ ~~~ `. _' v i~ ~~` ` 7 n~,`vi• iQ ~a. `.` ~ \ 1 ~~ ., \ ~ 6~" ~ ' "`1 . ~ ,~.: .y x~p~~' ~. •" Q•. ~' • ' i ~fiiC Grade- CrsrrFCd •~.+. ~ -' I~4C i.:tf12 CS!"1 C,t 1 ..'.. Jr\ ~.a.., _ \. _ fl'~~ ~ . ,y . t""O' , .. 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M ,rR~j,a I...~ _-..1. .. ~_ ._~... - _ ~_~ .~ L. 1.... ... ._.. __ -!/ ..i. Q.~i 171J :~ - i ~! .. '~ - r - 6 d ' Y ~l ~ ~ ~ ~Sl C. ~~~ ~.._..> _~.__._.. ~._ ~_.r. _ ._...~..._.. i_- _ _ sectioni.n of the pits by the En . inner '~~ ~""~ 6 ~ or prior to ing ruct :6~f 'xam t~ Fz~gine~ero Haul. anc?. Overh aul PE;?CR7PTI~I~ Exot~vated material eha].1 be hau].ed~ to any distance that thF Fni~ ginee;r rray di.~recty Rhenever ,thv m;~terial 1s h~zule~l tc~ a di.atanac gxea.te.r. th four hundxad (~00) fePt, thQ cnntraotoa• will xec;eive additional: cam~aezlsati.on for ovexhaul <.,n excsas.tic~n and borrriw, ur,lees otherwise providLci; Thz CoY'•y tr. ac3;or will neat tae al].ovred to waste arad borrow iu lieu cif hauling the ma.t,er~~ ia1 as xequire.~., ?J~Ti?bB OT+ CO`..'~''T'Q 1`1C ANLi AA~IS QF Pt'~Y'~11'7' Ovex halzl will bs~ computed in Pi#.her the c~~bic yr~r3u•etati~~r- o' cubic yarci~r~ii le baa.ia aK the o~.Ee may be . (a} On a12 pro~eate cson~,isLing pximarily of grading operations they mat:~~~d of co,~putir, ; orerraul eha.'~1 be on ±he cta'cic vv,rci st,~`ion baaS.ri,. by y the app].Scs.tic~n-of the mass diagram as ast f~~rth in the "?na?~r~::ctiana tc~ Fnginaera's on .r~:cc~xd in the office of the ~~i.rector of Hi4~:.~~+~}<.ys: P~ u:ent for overhs.ul campvtad on thfs '~Ftel « sh~+.1 ~7W nld.~ae at the unit cont.ra<:t prise per cubic ya,~c f,~r each 1 ~0 fc~~t c~vex tha fro.=;~ had], li~i t which pride ghs.~11 be f-~11 campenaatS.c~n for hauling the xatexia].~ th~~; fu].1 dis tance~ heyhnci the 40t~ feet fxee haul limit. (b) On wt~rfacia~~;, paving anc. other F~ra,i,ecte i~lvalei~~g ],rn; hau'I.s on ms,tcria.ls f,'~:,m deeignatsd pits, er w:ere otherwise 3esfi•ed by the Er~ginaer i.iie haul may be aomp~.ztet.i nn tree cu?aic yez•3 mile b~agiet The hau]. disiazl0r~: wil kts mca.~ur.e in half ~~ila units, frF,.ction.~.l half :~il~as i^-ein~; s.11r,~~aPd as i'ull ha PQi,1r~e, fpr ms.teri ~.l Y~.ali".ed v~ithi.tt. ono--half (~} milc^j the :~a.~al, wil]. be one (~) oubio ~~axd mire of h~:ul.. Fn,. me,tc..rial ::aided be:Iand t.hF i'ir:st, on~••h-~ ctnd mithin tha first mile,, t:~e~ h~.u]. wi].1 be one c~a.~~9.c yaxd~-~i.1e ;,f hsul ~4 on, P~,ycr.r~nt fa~• hs,~:~1. camT,ti~te~', on this b~.eis s~:t~l]. ba. me,cle at t:ie ur~i." t,~r~ot G ria® per cubic y~,rd~r.~i2.e of r~a~~l whic:i^. price ~ha3.l ba .f~:11 cr~a^°~:~er.;. !`~,r ha~~~~~~ the ~nar,~-xialsp onE: n., ~ ~ ~ , ~.tii-. d' faGaCtr~ ~I:t?~t mt~.y br reovirF. -._V__ _. _._ __ ___ ____.._. _.~~.~~,~~ ~, ti, r..vvw ~..r.e .. ,a v~a:~ Va YLC lll~i~••:.:.% pari eM;.Ob, ox• ad~e.Cent tG ~~r::ich, suxfacing or ps.virr,v ie tc b~, placed. Aft~ax• kits ~r~si.n~. ~c1 suUat~.ntl~,l.ly rart~F~lefied ara~ imw:a~ift#~©ly in advar~ae c~:f dex,a~ii ti tl4 ~}~it~&,ci1.r,~; Qz. ps.vSr~~'~ the sub~r.s.de, «hall be brc)~.~p;; t to the pra~~er li.rie:;, i~ ~1 ~ ~ ~ ~ ~ Cl : ~ $ '.. (' ~ }: y, C-1~ i~ f? yY (5 N ri !'l l'1 }' ~1 A Y9 ~ 'd Y. Ct l ri Sa i'~ ~'+ r•. t ~ . ~ r r . n 3 ar ~S k ~ ~- i•, .~ .. n •...: ~f' t .e 1 ..~ , ~ ~ .~ ~ V ... .. ..'.A .. i ~ ..~ .v. ..k ~ .. .. .v .. m. ~ ., .. .. . .. ' ' ,/.a .. .,. .,ii iiC .. ~. a. a.. .,. .fir.. . M' . ~ - y ... ,. 'Y . ` . . 3'r ~ ' ~~ ~ ;~;y~ _ :y n ... .. ~~'~: ~ , h ~ ,~ ~ ~, ~:n K - : I > y, 4 _ ~~ ~ K;~_. 4 ,. ~~` .4.. A.r ~.. . ~• M 1 k . ~~, .. ~ ~ ' ~ ~ ~. y'. Y F', .• ~< ~ + n n a ,. .,;:; T ~ - ,. ~. ~ ~~ 4 _ ` ry ~ ~ ~ T',1.,- 4s ~- _ . x - ~ .. 3. - ~.: - i, Y~ , ,_ , ,. d ~ ' ` ,~ b.- t 1 .. .: .. .. ~ , :. a .. -- .. .; rr. ~ 4 .. ~ ,~ -y ' _ ., A W ~ PORTLAND SEATTLE NEWYOR~ PHILADELPHIA LOS ANGELES ~NDIEGO SAN FRANCIS CO a Chas.lt. Mc CozAmi~k Lumber Co. OF DELAWARE CHAS R.M<COR MIC K, CHAIRMAN MILLS AT- SIDNEY M.HAUPTMAN. PRES~DENr ST. HELEN S,OREGON PORT GAMBLEWAS H. C. E.H ELM S, FIRST VICE PR ESIOENT PORT LU DLO W,WAS H. ERN EST H.MEYE R, vice PR ESioENr CREOSOTING PLA NT JAS. S.BROW N, SECRETARY-TREASURER ST. HELENS, OREGON A. A. CiAY Port Gamble, Wash. YARAOER SAW HILL OPERATIONS May 9th, 1931. Mr. S. B. Edwards, Jefferson County Engineer, Port Townsend, Washington. Dear Sir; fie are returning herewith the easements for right of way over Port Ludlow Road. , With reference to paragraph marked, "Fourth" of page 3, we are sorry to advise that our executives feel it should be left as is, for the simple reason that a careless contractor might get the contract and could cause us a lot of trouble. Personally, do not think we will have ar~r trouble with the water or flum® if the contractor is careful, and on this you can insist. We are sure no trouble will arise over this clause. Trusting you can see your way clear to go ahead, we are Yours very truly, CHAS. R. MCCORMCCK LtTMBER CO. By Manager Sawmill Op tions. AAG: N Encl. PORTLANA_ SEATTLE NEWYOR~ PHILADELPHIA LOS ANGELES. ~NDIEGO . -SAN FRANCISCO Ckas.lt.lVlc Co~~rili~k Lum~e~ Co. OF DE LAWARE CHAS R.McCOR MICK, CHAIRMAN MILLS AT- . ST. HELENS,OREGON SIDNEY M.HAU PTMAN, PResIpENr ~ ~ PORT GAMBLE,W ASH. C. E.H ELM S, FIRST wcevResmeRr ~ ~ PORT LU DLOW,WASH. ERNEST H.MEYER, VICE PRESIDENT ~ $57 STUAI2T BUILDING CREOSOTING PLANT JAS. S.BROWN, SECRETARY-TREASURER ST. HELENS, OREGON Seattle,Wash. R.W.CO-NOON!' RESIDENT AGENT May 2, 1931 ~, . I Mr S B Edxa,rds Jefferson County ffigineer Port Townsend, Washington Dear Sir: Replying to your favor of May first, we re en- closing easement for right of way for the Port Ludlow road referred to in your letter. Trust you find everything in order. The writer desires to apologize for not getting this to you befor®, but on account of many personal things that have arisen in the last day or two this easement was not sent to you several days ago. We trust that it will be received in time and that ~ ,. no delay will be occasioned by our not getting it to you be- fore. `' Yours rasp®c ully, CHAS R RMIC iJMBER COMPANY By ~ ~ w. ri vz~, , RWC:LJ PORTLAND SEATTLE NEWYOR~ PHILADELPHIA LOSANGELES. ~NDIEGO SANFRANCISCO Ckas.1t.11~IC Cor~mi~k LumbeiA Co. OF DELAWARE CHAS R.McCOR MIC K, CHAIRMAN MILLS AT- ST.HELENS,OREGON SIDNEY M.HAUPTM AN. PRESioErv7 _ PORT GAMBLE,W AS H. C. E.H ELM S, v~asr viceaaesioErvr - - PORT LU DLO W,WAS H. ERNEST H.M EYER, wcE aaesioErvr JAS. S.BROW N, SECREfA RY-TREASURER 9S7 STUART BUILDING CREOSOTING PLANT ST. HELENS, OREGON R.W. CONDON, RESIDENT AGENT Seattle,Wash. May 28, 1931 Mr S B Edwards, County Engineer Jefferson County Port Townsend, ti~ashington Dear Sir: We beg to acknowledge receipt of your favor of May 2?th, advising us that you would want an additional twenty feet of right of way on the left side o~ the road between.Ststions 50 and 60 according to the plat you,fur- nished us. We understand that this is on the inside of the road and that you want to•go 20 feet further into the bank in order to protect our water supply. This is agreeable to us and you can go ahead with that plan in mind and if you want additional certification as to this right of way we will recommend it to our people in San Francisco. It would seem to us though that you can go right ahead with the work, if you so desire, and. it will be all right. Yours resgectfully, CHP,S R MaCORMICK LUMBER COMPANY By ~ r1 ~1...~. Resident Agent. RWC:LJ ~tiaY ~~, ~, ;? J 1 Ch~.rles R. 9dcCox~;fQk Lumber Company ~tuax'c I3uil~in ~eattl.s, ~~shin~ton Gsn tlemen ; ~d+~ ~avs found it s,dvis~--'c~l.s in order to prateot the ~~a*~:er syotern of Port Lucilor to shift .our line closer to the bank agave the head~orks. On, ee;,tin~ the slope atakss for the fill we found that too rr~uc~ dirt ~rt~uld go in ~o the v~~ter at~ove; the dam and, rq~~eo}e~sys}it~e°,te tao hs~vy and e;ctensive a bulkhead to prO V~L V 1 V . In order that this say be none ~e are aakin~ you for an ~.d3itional tr~enty felt of right ~< flf fay on the left sine of the xoad het~4een at:~.tions ~0 and. 6U. This ~.e on .the s~c~e hil3, above the dam the value of ~,~zch you r::re ~~:ell a~~,re. We feel th~.t this change wi31 be greatly to your benefit :and wrill not hinder the construction of the road. Your: v~xy truly S: I3, Ed~mrds JFFI~'~R"ON COUNTY rNGIN'~'~R CAF/G STATE OF WASHINGTON DEPARTMENT OF HIGHWAYS - OLYMPIA September 2S, 1931 - ADDRESS ALL COMMUNICATIONS TO THE DIRECTOR OF HIGHWAYS Bdr. S. B. Edwards County Engineer Jefferson County Port Townsend, ~ashiagton Please refer to A. J. T: Lateral Highway 80. 3 Jelfmrsoa C o u a t y Dear airs I ~m is r®eeipt of Satimate 140. 4 for Jefgerson County Lateral Highway RTo. 3 on which app®ar the following ®tera: 1,70? ~u.Yds. Hardpe~n .a0 $3,81~.1Q 5,753 " " Solid Roak .~i5 1,514.15 9 Lin.Ft. Plain Conc.p~.~,85 18.65 Total ~ $5,342.90 At your earliest aonvenienee kindly forward a resolution covering these overruns. Very truly yours, SAA4UEL J. HUI+dE S Director of Highways -~ ' ~ By: A. TfTRNBULL t. Engin®er c sas: os w~ t ,~ ~~~ d ~~a ~e~1~~~~ ~~ ~+~ h aui~~~t fibs ~i~~~~ ~~ ~N~f i M 7 fly.. ~#~ ~ ~~$~ ~ ~ S ~ f. ~F ~ ~ ~ii~'~r a ~Fw yy y.-yy y ~y y ~dAif l~Rl ~1i~'~ &l7l~ MII ~~ ~M~ ~ y S~YN~• , viR~f R ~,~.w~ x~ ~ 1 i ~s, ~~7'~~~~p i~~~ ~~~ ~ ~'>t~~a.+l,lss~ ~ p w~r~t it 1~~ ~ ~ ~~~#1T;~ ~~i~A+lwf -~~~:I;~ taa ~ ~~m-~. y r ~'y+ ~~.~ ~1~ * } }y~ Z~~ ~Q~ ~~~~~ ~x~ ~ " ~ ~C 9y' ~ cAF ~~ ~y e;,V~t~ ~1t~ ~pp~ ~a/iW. iJb<Ft ~g ~fPGc ~~.~P ry ~ yt ~ g A ~dA ~ ~~G~ ~~ iaeC"s # ~ ~,~~ii ~~~ i'`~ s ~ir.°R ~~+~ ~ ~ f ~i`.~ r ~ ~ y _ ~~ ~ ~j R~g y~~ JEI~~ # ~~+M~P E F" ~ e ~ ~~ ~ ~~} ~ s 1iU~..: y~ f~ ~y ~M.W # V~ ~~~31 The follo~~ving is the revised ee~tme,fe of the coat of constr~~c tion of Lateral Highv~ay No. 3 in Jefferson County. Clearing 1.43 Acres ~ 25 Grubbing 6.7~ " ~ 100 Exc avation 37, 07.0 Cu, Yds C 0.26 Exc. Stxuctur e 158.0 " " ~ ~~{00 Exc. Rock 2,000..0 " n ~ .go Exc. Hard Pan 3,500 .0 " " ~ ~0 Ov e r~ aul 47, 4~0 . o " ~ . 02 Surface; 3 4" 068.6 3 " " c~ 1:35 111 , 3!©68.6 11 11 ~ 1e35 Culvert! 12" P1.ConC 6~~.0 Ft ~ 1.00 1~" rl " 10.0 " ~ 2.00 24" Std.Reinf 141 " ~ 3.50 361' Ext. str. 25~ " ~ 7,00 Reing. 460.75 67.00 8642.62 158.00 100.00 1750.00 g48.6a 4143.86 4143.gG 6~~.00 216.00 483.50 106.00 2 ,gam STATE OF WASHINGTON DEPARTMENT OF HIGHWAYS OLYMPIA J~.1~NAttX 2& ! 9 3 ~ I'~Qii. ~O&2'd O~ ~'OLt11ty CO2t~3tl~~CU18~$ JBff'a~e0~e (;E3u~itg Par~b ~o'8t~i ~ ~7~h~x~'fi~tt :flee refer to .~.~'.Ta Laist3acel l~.~h~r~y loo. Js~t'~ra~an G u ~ n t~y - is ~o~pt e~ the re~~lu~tc~ of year ~oerrd prQV~ctix~ err ~~ i~~ra~ren~e~~ ci' un ~y tinde~c t~:e LeterArl ghxt~q A.a~~ d~e~ribed ~ ~ol~.ove~: "~~ a~ $h~! Beath ~arld ~~ ~`arrs~e~t ~1~h~ey ~fc~. lb in ~ 9.#a~ e~ the III carter ~ Set3- ~le~ il~n~e +e~et~rly ~el~+x~ix~ ,~ppro~tely the lt~eat3aat of the ~re~t r a d~,ste of ~~ rai.].~~ ~o Peru L~ad~,~r in Imt ~,, ~ects~i 16, Toala#.p E8 1°ICrth, A~i~e ~. ~~$I~t. ~.s renalu.tian ie h~ r©v~ a~ ~~,11 ~.~~ in our f#,2e~- ~ Je~tari~gn ~ouaty ~~6ea~~.3 H3gh.- ®~ ~o. ~. fiery true' youre~ DireatQr a~ Iiighw~ye ~3Jhs E1 cse s C~~nty iue eon Se~~`exean Ct~uyy >~~. d. $. lJ~xtiao~sre }31~rtri~at ~.~ i ' ~, _j~ • • ,~ ,;r 'f• ~ STATE OF WASHINGTON DEPARTMENT OF HIGHWAYS OLYMPIA ADDRE.S ALL COMMUNICATIONS TO April G~~ 1931 THE DIRECTOR OF HIGHWAYS County Engineer Jefferson County Port Townsend, ~Pn. J Dear Sir: Please refer to A. J. T; Lateral - Highway 1Qo. 3 Jefferson County The plans and epeaifications for the improvement of Jefferson County Lateral Highway No. 3 have been approved, sub3ect to the following aorreotions: 1. The excavation quantities shown on the proposal do not cheek ~G with the quantities shown. in the suu~naries, These quantities should be rebalanced allowing shrinkage- in the light fills '~~ and 10~ in heavier work, 2• Omit the classification of "Solid Rock Excavation" and classier .l ~_ #'y all excavation, except structure, as "Excavation." Cover the • alassifieation of excavation in the special provisions. -~ 3. At Station 71+50 and Station 89+49 the 36" Standard R®inSoraed ~~(7~'~ Concrete Pipe should be "Extra Strength,K 4,~ The surfacing quantities in the Mile Summaries do not check ~,~~ with th® gardage shown par station on-..the typical roadway section, 5. Include a special provision,covering the maintenance of traffic through .the prof®et during aonstruetioh. 6. Include a note under the main summary t~iat "Borrow" is classier fied as "Excavation." One set of plans and specifications, approved sub3ect to the cor- rections as outlined above, is being forwarded by today*s express. Very truly yours, SAMtTE 7. HIIMES Director o Highwayts S~'H:OS ca: Board of County Commissioners Jefferson County Mr. O. R. Dinsmore District Engineer - C r ~~ ~-' ~~®®~ :~ /"r ~ .~y".~~ '7"' l! , i a_ . ~* ®~ ~ .S STATE OF WASHINGTON DEPARTMENT OF HIGHWAYS ~~., OLYMPIA, -- April $S, 131 ~~ ;~ _ - .. Eioa, Boex~3 t~! C~ou~ty iseo~sse ~eslrax~o~ Cow~ty Fort Teat~trnd, ~eshi~tgtca Fl.ease psfer tt- ,~. ~. Ts Lateral I~tghtrsy ~~. S ~eft_..._. a ..~ C m u ~- t d ~ent2,emen~ The pI ~~ epeeiP~.aati~s tv~ the ~Drt o:t TetPera~ Qsunty Lateral. ~ight~y ~~. 3 ars heraby ~.pprcrvad* e~baset tv ec~rreet~etts ah~+sh are being outliaed in a latter to ~r Cau~t~r ~gi~eer. Tarp t7~ly yotix~+, +~ .~ ~ ~ Yi 1r ~• ~i u ~ ~+ Dire@tCr 0~ B1~hhw8~b S~f3t f? J~tYereen Cn~.~f M!. Q. R. 2311~lItt~3' Uigiariet Bi~gl»eMg ~. day ~ , 1931 Director of Hi~h~aye 07.ympi~:, ~a~hin~ton Deer Six; ~'h~: plan; end s~€~cifioatione i'ox the coz~str~,~etion ©i Lc.tc~ral iii~I~~er No. 3 ha~~; Y>een ehan~ed in aLc%caxd~.nce u~ith yo~z instruc- tions. ~e }gave incr<<~.:~od the it::rr= of soli. rook prom one thouearr~. cubie yc.rds to t~'do tho~r- aand cubie y~:x~ds, and ~h~ve shorn ttie location of t18~e quantities on t:;e plans. Considexable h~:r~ -;yen was ent;ount- exed on t?:is ra:=:d ~, fewye~.~rv ~~~o ~~hen nee did some wideniri~, ~ it is foss +hi4 r~;~:°;on th~.t th clas_ific4_<tion of h~ra }?en te::3 inner Yed. Yours v~~~y truly . D. Edorerds JFFFF.kcdN CAF??a'TY ENGIT7Fx'R S ~/G STATE OF WASHINGTON DEPARTMENT OF HIGHWAYS OLYMPIA ADDRESS ALL COMMUNICATIONS TO il~lay 6 , 191 THE DIRECTOR OF HIGHWAYS I~r. S. B. Edwards County Engineer Jefferson County Port Townsend, tin. Please refer to A. J. '.P: Lateral Fighway No. 3 Jefferson C o u n t y- Dear Sir: I am in receipt of your letter of iu7ay 4, advising that you have increased the amount of solid rock on Lateral Highway No. 3. You also state in this letter that con- siderable hardpan was encountered on this road a few years ago and for that reason the classification of hardpan was inserted. As hardpan comes under the classification of loose rock, I take it from your letter that you have made this a three-classification fob; that is, "Common Excavation~'~ 'YLoose Rock ExcavationfA and "Solid Rock excavation." Very truly yours, S ATu1UE L J. HUP/; E S Director of iii hways L~%C " By: A. TtT~NBULL A t. Engineer r SJH:OS day 9 ~ 1 }31 District Engineer Tnsuxance Buil~.ing Olympia, Washington De~.r Sir; Inclosed is a xevi~ed. estimate of the cost of Gonstructic~n of Letux~~,2 Hi~;h~rs.y too. j in accordance ~'ith the changes specified. from yqu Depart- Trent. ~'~~ re has been a regt~ygt far the con- etruct~.on of a Gatt~.e Pa,as under a proposed Datexal iTighw&y, ~.t will be Lsters,l High~ray No. ~. ghat wril3 b® the ~6gtxirements of ~;i~a Department for tie t;~pe of canstr~.~cton to be aged? dill It be s~xtisfactory to use timber in construction or v~ill the Department re- quire concrete? The contx~~ctar is +in3shec3. an Permr~.n- ent Highway No. lI ~nc~ ~e -:~ha17. be plc~s`~3 tc ?zave you dive it t',e official ins~?ectic~ri as goon ag poes- ible. Yours very txuly 5. ~3. Edave.rde J"~~'~'ERS~J*1 GGUNTY E~GIPl~'ER ^BE/G e~•. A~: ... Director of I~i~h~a~,y 02y~~}.a, ~~shin~tan Dear fix {- a'` s"~pi ~ ~ ~ T-, ~ / ,/ The ~o2lawin i:, tl:e esti~~.te of oo~t of oon$tr:~c.tion of Lat~r~l Hi~h~ay No. 3 in Je~'f~r~.an Cru.nty. ~learin~ 1~.~,'~ Acres ~ .'~5 ~ 4bo.7; `~ Erubt~ing 3~,a$,t ~ce~,~r~.tian ' 6. ~'~ 43,07 Cu. ,: Yds ~ ~ lo0 0.26 ~ 67~ , oC1 ~-'" ~~~fl~:~~--. F xo. Structure Z~j~ a ~ ,~ 1.00 3.~9,®4 a---- ' ~~ ~-~,-q,, Exc . Rack ~~~~~•.o 1, t7©fl " " ~ ~-~~',;!''~' 1, ofl0. o© ~ ,~o~, verl~au~. 47,~~:0 ~ ~ o.oz ~4~.6c~ Su.rface,. ~~ ' ~ ~ ~ ~..._ ~ -~ n 3~ ~ ri ~ ~ ~.. 3 5 ~ ~ x.35 ~r:~~~~3a . p„ - ~.?~ c~.l~rert 6~~ z, ~«, ~~-~ Aga n ~t. " ~ 3.00 6~~.OO ~-- ~: fib 1®~ ~ ~~~ ~ ~ 2.00 216.00 ~g3.5 " ,~ ,~.~- -., t, £F f ~ ~~, ~. o Respectfully eu~mitt~d silo • ~ ~ ~~ P~+c~le v~ .Tea-f~"~x°s~~ Qcrt~r ~~.~~ ~t~axt~~ ~~is~l-va~~ v~ ~h~ ~'~ ~h~~ty frvz~ Qb~itr~t ~v ~vz~ Luc~],o~r bq ~r~- ~~v~-~ac~ ~~~ '~~~ Lateaca~3. ~31~~~~~ ~~~s~~~'~e~~tvr~~, d 1~iE~E~A°~ Sher ~'~xb1~.v Ix~t~~~~~~~ t~f ~~~ ~~vp~e~ q~ J~f~'vr~vu Cpu~~~ ~.~~ati the iarc~rre~aet ~sf ~~3~ ZT '~~ ~ ~E R.~`~QL"~ ~h~.t t~a~ ~e~vtlan vt~ Ica ~+~i~~i~g ~t th~r ~~atat ~~~ ~sf ~''~~'1~lYit i~i~~~r~~ ~~-. 14 ~~ v S]E c~u~.r~~r of t~:a ~tl~' q;uaxxt+~s i~ ~~a ~3~va~ m~~~~a~~.* ~e~liv~r~.~ ~~~rv~c9.~~~~'x~ ~~.e l.vca~~~vxc v~ '~~~ l~~t Lei 1 ~~cs~i~x~ 1~ Toa~hi~p " Nv~ Re- 1 ~~~ b~ ix4~~t~ ~~~a~~ ~~ ~a~~r~~.~ax~~ v~ ~~~~ ~ a~ ~~c~ ~ ~x v~ ~~~~s.~~v~~~~ S ~ the aan~~xxx~t~.ox~ r~~ L~texa~ ~~.~~awa~ ~r~. 3 ~.~ ~'~~'~~sr~~~t C~a~~.~:ty, ~~ ~,`A~ t~.Ut~"'~;3~1~ '~~3~. CPQL3l"i84~ S'J~ ~~7&'i8~~1.~LR~-~+C~1 ,"~,`~ -r ~R~:r,6 Y~~A~t#~~.~y ~c~ a4~~~ ~~a~ blues, aid R~c'~ std c~~ ~.~ P~:s~~~. ~arex~~~ ~~.~~ Qr Lz~~~~t~. ~1~~~~~,~ ~, c .. ~z~~~a ~~~ ~ c~ ~c~t~~. ~~ i ana~ r~ C~.~r~ +~~ ~~ ~~azs~ ~'~ ~.~.~ ~~~~~'€~ ~t~ X23 ~a~~~~~s~e ~~° ~~~r 13 ~ I~3x e, J. Er~,ck~ozz 3~2`~ ~~nQ~ ~tai:t~~i~g ~e~.~tl~, ~~.ehi~~tan I3~t,~r ~'~.r ; ~nc3o~ec,3„ i~ your o~srtii'ied czhack ~rhio~ ~~,~ ~.ocomp€a~:ia~ ci box your bie on Lx~~t~r ~3igh~r~.y ~a. ~ in J~~ferson Counter, fih~ o~ntr~.t~t ~~,~ ~~rard~d ~o J~e~ H. Corr:=o ~n ~ ~ir~ of ~~,~14.3~. Your cY~Qek for p3~rz~ is alst~ being r®turn~d. Yc~ux~ ~rerg trulq S, B. Eci~-e.z-~a ~~Fr ~~~C~ CUUNTY EI~GI1~FEr~ SBE~G ~~~~ . { ~ y ~r . J~+.m~~. k~ . Cnyrie Park Tcy~°~n_=~enc~, jf='~~,,Y~in~;tan Deer Jim: A ~li~;ht chmn~e hay he>n made; in the alignment betc~~er. st~,tic~ns ~2 anti ~~. The line has been shifted lq feet ta4~;~.r~s the ~snk and mill neaes- it~ate lt} feet extrA elsarin~ o~ the left si~1e of the ~.ine tend 10 feet less on the right side of tote ling:, the net aczrea,~e being thQ same. Thin cY~~an~^e ~vs.a made tc~ avoid dumv- in~ excessive dirt into the ~~~.ter system. Your very t ruiy ._~ . :~ , ~'~3.~~ ~~xds JEFrF""ON C~U~TI~ F,AtGI~1r^R "?~3EfG f t . b ~~ .fSZ 1-"L ~ ... , t C1®aring 1.43 Acr® ~ D O~~ 1 $ ~ x• d O '' J Grubbing 6.7g n Z ~ d `~ 1 ~ -~~ . ~ ` ~ / ~ ~ pExcr~vatic~n 37,087.0 Cu.Yd Z7 / D, 0 / 3. ~ g Excavation, Structure 159.0 Excsvation,Sol.id Rock 2,0.00.0 Excavation, Hard Pan 3, 500.0 Overziaul 47, ~~80.0 minus gravel Surface:4"~3/4n Crushed 3,09.6 minus gravel ~ul~kn Crushed "~,~O~g,~ Culverts: 12"..P]~.Conc.pipe 68.0 l~n P1.Canc.Pipe ..]~0~.0 24" Std.Reinf.Con 141.0 Extra Str. 36" Reinf.ConC 258.0 Dotal n ~ a a ~ .5 9. 0 O '•-- n 7~° ~~97.~i~ ~- n /'~° ~297.~~ Ft ~ ~ ~ G ~ ~• O t~ ~-- ~ a°° 2/G.vz~ ~-- n .7 f 0 /~ 3 .~. C1 O `~ ~~~~~.~~ Borrow ie claesified as Excav~~tion ~I ~~ ~!~ Uo - /J~ao _ ,..:,;~ ~zraasurvx of arson County, '~ashi.r~;c, v;l~.~ amount being dive pex ee~nt (5~0} of the )t<~.] ~k~..~i _ _D1~~~~a ~/ 9J ~~ r~,~ c~ C%~ Gcr-G~~ . Nc~ ~~ (1~ If t~~e Lid~~eri:~ a co-p~rtnexa~~i~~ ad ste,te, eiiviz~g zi:ctu narue un.ei . ' ~~h business is tr~znaoted (' thr~ Eiddc~r ig a cQrpar~tion tnie ~=?'o~or~~.l must ba ex.ec~~ute3 by. duly authorised of~icials<, ...~.~. PROPOSg._L To the Board of County Commissioners Jefferson County, Washington Gentle~en; Th and® si he a cer~if/ Sthat~a~' examined the locate. tion of and has read and thoroughly undere ds the plans, specifications .and cone tract governing the work embracsed in this improvement, aad the method by which payment will be made for said work, and hereby propose~'to undertak® and complete the work embraced in this improvement, or as much thereof as can be completed with the money available, in accordance with the said pleas specifications and contract, and. the following schedule of rates and prices; {Note: Unit prices for all items, all extensions, and total amount of bid,. should ~evshown.) Approui~ tTni t mate. _ Bid Cl s r~;•~:z~ - ~ru b~bi ~ E.xcaw'~tic~~: ~ _ Exc~ava,tion, Structure ~~ Exo~tiv:~tiors, solid Ronk ,, FXca"~t~,'tiox3, T~aac~i Fan ©vsrha~l ~: ~.yp, mino.s tki~Ti ~.df~ G'1111i~Tti3; ~~ ~+.. ~'cl7(1C, 7. `~ :x , lea p1. ~ar,c; . ~i ~~n ~~~.. Rein x~ra. Str. 3 ~" Re inf . e /~~a'o mBpTx'ow is cla.esified ~e R~y~avat3 n r a 00 .~ao- ~o ~~~_ s ~~ <0a .~/cS .'~`~ ,o/ / S'~ a /' %~~o EGG 00 ~ ~6 . °_° ~.~~5 G oa /c~ ~ =° l~5 0 0. °-° r5 ~rs i r -575! ~O C~ p.~, ~° God ~o o:~ , do X74 ~ 6~ Oo a~~_-6 'G~. °9 Attached hereto is cextified check for ~~~~~~~, ~„~,~~~~~~~~-~~~,-_ Dollars (~ o o°°) payable to the County Tr asure~ of Jefferson County, Washington, this amount being five per cent (5~0 of the total bid, based upon the approximate estimate of quantities at~the above prices. Dated at ~~~~~~~ this ~ ~ _~ay of 1~~. =~~~--- Address of Bidder; (Principal place of business} -s~~~ ~/ o for gote; . (1) If the Bidder is a co-partnership so state, giving firm name under which business is transacted (2} If the Bidder is a corporation this proposal must be executed by its duly authorized officials. -Lateral Highaa ~ /. ~..5 ~17 "f~/ f- Ot~q~ ` _ No. 3 3 ~- ~ P / ~ ~i, ~ ~a ,as~ii ~ .jet /e ~~ ~ ~~'~~ , `- Quantitioe ni id Uni ~i Un ~~d U i ~i~ Un d Uni ~id ITni Prins Amount Prio® ~ Amount Prioe Amours Priae Amount Prioe Amount Prioe .Amount Prioe Amount acres :Clearing 1g.~F3 ,~r~ $ ~~•,3 ~,,J: ~a 566 f ~iJ"vo X60. / Oz~. ~!f ~. ~o.vo 366. Acres Grubbing 6.7g ~~ " ~`~~ ~ llo.~0 7~fS~0 U-o.v6 Q.o~ .ca 3.t ~o-~ ZB-o J ~l'~.~ .. , ~ Excavation? "'~~ 2~ ~~~`'~ - - ~~ g.o , ~6. ~6~. • 2 /OU/3. . Z /~~13- Exc av . , gtr . ~ r ~~ / . ~- . o o s . o 1, o-a l Boa. ~ v-a / , ~ ~ ~ Excav.go13d2~"~ ,.5 ~ J I (~o.o o ' , ,oo ?~er,.~ ~.~ p ~~Oa.o~ a~.a-a Eac . , Hard Pai ~' . ~b l C>~'a. . 6,~ 2~ ,t. d ,ro ~ ;fo. o SGso.~ - . ,l- ~; Overhaul ~7/~80 , o~~ JZ.~, .o / , ~~~, ~o ,.o . , a _ . 6 ~a ~~ ~ ~ ~~ Surface /~n~9+ . 2 ~ ~~ ,oe . / ~ S~jo . 3 ~~~~, ~ Z?` ~`L ~ - ~b D~ F verts- ~12" Pl . Conc . x.00 rid 60 D~ ~ , l~ / t~/ , ~c, /. ~0 6 ~~lld , lJ7> / (~ % 4~ f s.~I~p /0~~ ~ ~. g" Pl .Conti . ~ ~+" Std.Rein iii -~a h~~' ~?~ ~. ~e ~.1``/. ~ 3.,~-a ~~ - ~..~-6 ~9.~r-, ~ o~ .f~~uz . ~6p Ex.str® ,ao lgv6.o .~ Q.,~' ~ 06.0 .J"'6 , ~ ZoG~, ~BorroW is cl. ., tie Exc. ~ ~ ~ o t a 1 ~ ~ ,~' ~~ z~y 6 . ,~ ~y . D . ~; .. r ~; JA~ ES H. COYN E Labor Report ~~~ ~~/ ~ ENDING j ` i i 1 ~..r.~ 'i NAME EARNED DED. AMOUNT ~` ~, °,~ l o 0 . _ as" ~.~/ ~ ~- ~ ~ ~--=~~ -~-- JA~ES H. COYNE ' L bor Report ENDIN / NAME - EARNED DED. AMOUNT 6 _ /~ , / ~ ;1 0 '~ .~ N G 0 ~~ / ~ % ~ M O ..- ~ - - /~, ~. ~ - ~- `~ ~ 9 -_ ~ .._._ ~o a C --- i ---~ - - J~ ,1 -~ JA~ES H. COYNE / Labe l~~ort .gvL/O,Gpw~ ..,1~'r END1N /~ ~ / ~7 `""~ NAME EARNED DED. AMOUNT /~ - ~ D ~ ~ O / y ~ 1 ~ ~oea s _ ~ CO ~ ~. ~~ ~ l ~ V `L T - i ~ -- - - - -. , f ~ -~ I i ~ - - JA~ ES H. COYN E ~/~ Labor Report • ENDING ~~~ .. ° M NAME EARNED DED. AMOUNT 7 ~1C.b~'i~^.i hY ~~ ~ s y M „Y -I ~ r ~ ` / ~~ y ~ 6 d 0 ' ~~ V - - - ~' -~ -- --- j-- -- --~, - -- ~ I ~ _ - -- ~ - -- ~, _/ ~ ~ _-- - i ,~ (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLICATE STATE OF WASHING~N - - • TO ..............................................................------------........................................................................... D R. ......:....................... . ........ ..........................., Z9.----------- ~POStO f~cce ~.ddress)-----~':'~----.'~"~~:--- ?~~'.~M~--------------------------......-----....._ Lateral gi hwa No...... 9 ~ •~--------------, County---.~~#~.~~9~~.-, Contract No......-------------------------, Estimate No.~'.~---...... ~i 1 ~ 2 ~ PRICES ~ QIIANTITY ~~~ - -- -- -- _ __ _, f. - _ - - t 1. Clearing, per acre I ~ i ~ +~~,~~ 2. Grubbing, per acre ~ ~~' • i ~ ~ i ~. Common Excavation, per cu. yd. ~ ~ ~~ Excavation, per cu. yd. ~ , ~ 5. Solid Rock Excavation, per cu. yd. ii ' ~: i • 6. Structure Excavation, per cu. yd. i ,~ ~ ~~~~~~! 7. Class "D" Excavation, per cu. yd. !' I; i 8. Excavation, per cu. yd. ~ • ,~ ~ ~ ~ ~~.°~ 9. Overhaul for each 100 Peet, ger cu. yd. i~ '~yy' +s~ 6 ~ ~~y 10. Surfacing, ~ ~~ per cu. yd. .1- e ~ Q~ 11. Surfacing, ~~~ ~~ per cu. yd. Ij ,~, ~ ~ ~~ 12. Backfill, per cu. yd. ;, 13. Concrete Pavement, per sq. yd. ~' •i1 y E ,; 14. Finishing Shoulders and Ditches, per lin. ft. ', j k, ~~ ~. 15. Pavement Header, No. per lin. ft. j S 16. Pavement Header, No. per lin. ft. i ~ j 17. Reinforced Concrete Gutter, per lin. ft. ~ i ,. 18. Pavement Reinforcing No. 2, per lb. z 19. Concrete, Class A, per cu. yd. {' _' 20. Concrete, Class B, per cu. yd. 21. Concrete, Class C, per cu. yd. ,, is 22. Steel Reinforcing Bars, per lb. i % ~ ~ :~ 23. •yGuard Rail No........ lin. ft. ~ { q 24. ++~p~ •~a ~ Pipe, Perlin.ft. ~~ y#* ~ •,~~ 25. +~•~^"rt ~#• ~+ Pipe, perlin.ft. ~ i~+ ~ +iw~+~ 26. ~~ ~ ~~~ ~ • Pipe, per lin. ft. „ ~ • ~ ~*~ '27. ~ ~ + ~~ ~ ~s£~ ~3$itpb, Per lin. ft. ~~ ~ s ~ 6 6~ 28. , 29. 30. 3 k i'~ 31. ~. 32. j ~ ii 33. Force Account-per bills and resolution attached 3 i ToxaL ~ -° ~ a __ ~~ • r j! ~~ ~ f~ j~ w f ~"~" ~ + ~~~~~ , ~~' j i~ e I , c 'f I. ~ ,, r d ~~. ~ +~~•~~ ~~~* ~ ~. i PRE4'IOII6 II PREs ~~ • ~. ~j w ~q~i +~. i.~ s. ,? • f3,~, • Ci~ ~ # II f i I , i I I I ~~ ~~ 1:~~ p ---- Totals j ± ~ ~ _____ 15 per cent retained, as per contract, _„ j _ _ _. _ ~- ' per cent to be ~ paid by county, i * u per cent to be paid by the state, _ y j j~ _ _r ~~ j ~ a _ ~. _ - _, .. r __- - - - Approved by Board of County Commissioners ~~~f+~~ ------------------County ------------------- --- ------ ------ ------- -~-/--- -----------~ 19-------- ~ ~ ~~'F i ++ qFi 17V'°~'9f s Leave this space blank Por use of the Director oP Highways: I This space for State Auditor. I hereby certify on honor that the above estimate is based upon actual measurements nd that the same is true and correct. ~ County Engineer. I, the undersigned, having first been duly savorn, do hereby depose and say that the above bill is true and correct; that the work was actually perfo~cn.aterial furnished as therein charged; and that there is due me this date, ac- cording to contract, the sum of .$ ..................~.......___-.-__.........._..................:....., and that the same or any part thereof has not been paid. (sicrr ii>'rRE) ------------------- -- ------------- - ----- - -- - -- -----------------------------------------------for------- --=-----------------•------------------------------------------- -------------- ---------- Claima~at. Subscribed and sworn to before me this ........ .:....................day Approved---------------------------------------------- ---- ---- --------------------------- of------- ------------------------------- -- -- ---- ------- zs-------- SAMUEL J. HUMES, Director of Highways. Notary Public. -------------------P----- - - - --- - - - - -°°-- (SEAL) ---------------------•- By--------------------------- Residing at .................................... De artment duditor. H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. of Efficiency. 9287. To .......................:......._...................'....................................................... Account of appropriation for , INSTRUCTIONS-READ AND FOLLOW Make vouchers in duplicate or triplicate, as required. Send all to Director of Highways. Be sure to sign all copies; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register. JAY THOMAS, PUBLIC PRINTER, OLYMPIA, WASH. ~I 7 L i~ (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLICATE STATE OF WASHING~N ---------------------------- ---------------------------------------~ 19------------ (Postof}"ice address)---~!---'~'!~~i~.~s-----:5.#~i.............-----------............-------- Lateral HZglaway No........~-------------, County---...+~;~~, Contract No.------.--------------........-, Estimate No..........i...,~ ~ 1 I z ~' _ PRICES '~ ,- QIIANTITY I; _ __ X Clearing per acre ~. E ~~ ~ ~ ,~~ :~~. . 2. , Grubbing, , per acre ,~ ~ M ? ~ s ~s, Co#m n«~,E~xcavation, ~ ~ per cu. yd. ~• ~ Ig 2 4 ii[ xcavation, per cu. yd. I ~~{~ ~ E ~ ~~7 s 5. Solid Rock Excavation, i per cu. yd. !- ~~~ E I ~ ~ ' 6. Structure Excavation, per cu. yd. ~ !' * ~ ~ ~ J 7. Class "D" Excavation, per cu. yd. 8. Excavation, ~~ per cu. yd. ! * ~ ~ " ~ ~ ~}« ~~ ;; Yi ~! ~ ~:~' 9. Overhaul for each 100 feet, per cu. yd. ! ~ `~ 10. ?M Surfacing, ~ per cu. yd. ,; ~ ~ ~, 1 . } ~.« ~ ,~ "~.~' ~ ~ j 4 i * E il. g Surfacin per cu. yd. 12. Backfill, per cu. yd. j: it j 13. Concrete Pavement, per sq. yd. ;' f 14. Finishing Shoulders and Ditches, per lin. ft. I i 15. Pavement Header, No. per lin. ft. is 16. Pavement Header, No. per lin. ft. `' ~. 17. Reinforced Concrete Gutter, per lin. ft. 11 18. Ij' Pavement Reinforcing No. 2, per lb. it 19. Concrete, Class A, per cu. yd. ; y: 20. Concrete, Class B, per cu. yd. 21. Concrete, Class C, per cu. yd. 22. Steel Reinforcing Bars, per lb. jl 23. Guard Rail No ................. lin. ft. I' 24. ~~ ~ ~ +~ ~~ • Pipe, per lin. ft. ~! 25. '~ Pipe, ~~~ ~~ ~ ~ per lin. ft. i ~ 26 '~' ~y P i ~"~# ~~-~ " ~ ~~ s li ft ~j " ~ ! 1 . pe, per n. . 27. tt ~~ ~ ,a, , ~~ ~' ~~" s'~~+Pi~e! per lin. ft. ~ g D 28. 29. 30. 31. 32. 33. Force Account-per bills and resolution attached, ; - --------..___- ------._ h°._ - ____. Totals i ____ 15_ percent retained, as per contract, per cent to be paid by county, per cent to he paid by the state, - I - - -- i. ---- ' Approved by Board of County Commissioners ~~~~'~~~ ...------ ------- - ----------- ------------•----------------------County UV -------------------------------------------------- -------------- ~- ~` k, F ~~ ~~ ~~ ~~'~ 3 ,~ 4 I 6 TOTAL PREVIOIIB PREHENT ~. . _~ In+#~}- +~.~~- isi ~~~ ~i 4 `i f I I ~~ ~~ i q~ ~~~~ . ~ f~G4als~ i ~ii~ts ~. E I I~.~~Is~ j i , ~ t ~~~. ---7-----_ ___ _h ___ ! Leave this space blank for use of the Director of Highways. I This space for State Auditor. ,: .: - I hereby certify on honor that the above estimate is based upon actual measurements d that the same is true and correct. --------- ----f'~~~2'~;---- -y-.:fit- ---- ------ --- --~~-------- County E~xgineer. I, the undersigned, having first been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actually perfo~~tAUxterial furnished as therein charged; and that there is due me this date, ac- cording to contract, the sum of ,$ ....................................................:.................. and that the same or a~ay part thereof has not been paid. (SIGN ZZI;RE)..._-------------------------------'___...°----------_--°-.._.___..........-------....---.........._for.........._................_......._:......---....---.__...._.......... _....-------........... Claimant. Subscribed and saoorn to before me this.____......-_._ .............day Approved----------- -------_---------------------------------- -----------------------.. ~f-- ----- --- -------- - --- -------------- - ----------> Is--- - -- S~IMUEL J. HIIMES, Director of Iiiyhw¢ys. Not¢ry Public. (SEAL _ . By----------------------------------------- -- - - - --- - - - • •----.. --- - Resadzng at.._.......-. De ¢rtment guditor. ------------------------°- ------------------ p r_ . H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. oP Efnciency. 9287. AU®I^f'®l~'S ®I~ i~ICE STATE OF V10ASHINGTON Warra~~at No ........ ..... ..........-........ ............................... Amount, ~ .... .......... . . ...... . . . .................. ...................:......... L~ Account o f Appropriation for INSTRUCTIONS-READ AND FOLLOW Malce vouchers in duplicate or triplicate, as required. Send all to Director of Highways. Be sure to sign all copies ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register. JAY THOMAS. PUBLIC PRINTER. OLYMPIA. WASH. (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAIr-DUPLICATE STATE OF WASHING~N --------....,c~~`..-.~~.~,.----~-":~ 1s----------- (Postof.~ice Address).......~'`:'.....'~:~~:~s.----'~------------------------------------------- Lateral, i hwa No ' -- Count ~:e~.~.#'~:~ Contract No.----------------------------- Estimate No........::.-................ 1 PRICES 2 l~ 3 ~ 4 6 QIIAN ~ ~ I TOTAL II PREVIUITB PREBIDNT -.-._-- _ _ _. _.__._- - _ _.. -_.. II j, _ _: - _ - -_-_ f 1• Clearing, per acre ~ ~ ~ I ~~ ~~~ ~~~ 2- Grubbing, per acre j E ~. C mon Excavation, per cu. yd. `! ! ' ,~ ~ j: ~ is ~ , ~~'' 1 4. a7rrrr~wExcavation, per cu. yd. I k M ~ a '~ + '( 'i+crt. ~ ~ ~ ~ i ,y ![[ * 5. Solid Rock Excavation, per cu. yd. ~:. I~~,y ~ $:~ +"~ * G ',~~ f ~, ~ ,~,~ ? j •r ~ GGG 6. Structure Excavation, per cu. yd. ;~ ~ ~~,7 ~,~ i ~,~, ~, ,~ ~,,~„ ~ ~, 7. Class "D" Excavation, per cu. yd. ~ ~. ~ I ~ ~~ ~. 8. Excavation, per cu. yd. «',~ j ~ ~'yr a~ ~ ~ ,~,~ ~;f "`~ ~ ~, 9. Overhaul for each 100 feet, per cu. yd. y ~ ~ 13 ~ ~[ ~~* li ~ ~r • ~~~ ..~~,:ia 1 `;~p'p~+ 10. Surfacing, ~~ Po~~ per cu. yd. 'i ~; ~ `: ~ ~ h ~~ ! ~ "''r~-~~ FF~~~~ ;j~+ i i 11. Surfacing, ~, At ~ per cu. yd. ~~ ~„ t "",wll t ~ "(~~ ., ,/~~s.. • ~'~ i '~~ a~ 12. Baekfill, per cu. yd. li x ~ ~~ j y I i 13. Concrete Pavement, per sq. yd. I ~' ~ ~ ~ i ~ 14. Finishing Shoulders and Ditches, per lin. ft. ' I ' ` 1 ji, r ~ i ~ l lb. Pavement Header, No. per lin. Et. ;; ~ i !~ 10. Pavement Header, No. per lin. ft. ~; ~ ~ j ~ ~ ' F ~ ~ 17. Reinforced Concrete Gutter, per lin. ft. i i; ~ ~ ~ i ~ u 18. Pavement Reinforcing No. 2, per lb. ? ~ 'v p i I~ G i 19. Concrete, Class A, per cu. yd. ~ p i 20. Concrete, Class B, per cu. yd. ~! ~ 7 I !, p, I 21. Concrete, Class C, per cu. yd.:. ~ {• 22. Steel Reinforcing Bars, per lb. ~~ ~ f ~ ~ i , 23. Guard Rail No ..... ...-.. lin. ft. ~ I ry -~ a .rte ~ i 24. db8+~ ~l•~CAt~• Pipe, Perlin.ft. ~M s"»PJ• 43{c ~~ ~•' * ~, t ~ i ~~ .. ~~~ tt ~ },} 25. ~~.~>~ ~iA~r Pipe, perlin.ft..'~~ i,.y~_.~`"~~ ~~~ ~ '~~ {,:.L:.i`.~,~~i, r~~.e,~ 26. ~'~~Qr" aoi. ,w~~li rPipe, Per lin. ft. ~~Jr ~ ~~ I ~~ ' *~ ~J ~' ~. ~~+~ 27. i~~ ~Z • ~ za ! ~`~i ~ ~ per lin. ft. ~~ [ # :.`iMA '~ ~ i ,~ ~M ~ Gi• i ~ j i! ~ 29. ,~ [ ~ .. ~ I; :; .. 31. i r ~ 32. j i 33. Force Account-per bills and resolution attached, ' ~_ - ----- .. - _ _ __ _.__ _ - -. - ----- -mot--- --- • - .,. _ _.__ _ _ -- ---- --~°~ - Totals ` d ri?~~".}~~~ ~~~ii1 15 per cent retained, as per contract, ` ~ h ~~~ ~ ~,~ ~ I , ~ ~4; ~ per cent to be paid by county, ~ ' ~ : _ ~ „ per cent to be paid by the state, ~ ~ 4 ~ ~~4i ~ ~'Y`~ ~ I ~ f-- ..~.._. __-_ _ -_.JL ~i 7 ~~ ~ ~ ~ - - Approved by Board of County Commissioners +r~~"!~'#i ~'+~~~-------------------County --------- ------- -- - ------- ----- --- r ------- ------------ ~6 ~C37t` #7 ~ ~ ~ 19. Ve%W C-C. p.~..,-,-~-------------------------------------•-- - -------------- R Leave this space blank for use oP the Director of Highways. I This space for State Auditor. _ ..__ _ - - ,- -: -- I hereby certify on honor that the above estimate is based upon actual measurements and that a same is true and correct. ---- ---_ .... .. ............ ., ._~~~~- , --r - -- ------------------- ----------------------- _. County Engineer- I, the undersir~ned, having first been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actually perf a7~n..aterial furnished as therein charged; and that there is due me this date, ac- cording to contract, the s~m~/of ~$/ ....... ... ...*..... _ . _.._.._.....____-...--.....--___._...., and that the s//me~~ or any_. part t eof hMas not been paid. (SIGN IiERE)-, --"'~`.~-~------ ---- ------- -.... _.....--------... _.....fOr--. .. --.{iY,/l_./~.-._......-------L.l.-~ >...... ^...._-..-..- Claimant. Subscribed a d sw rn to before me this ............. ................day A roved------------------------------------------------- - - ------------- -----------° of-- ------------ ----- -- ---------- -- ------------------- i~--- ---- SAMUEL J. HUMES, Director of Hiyliways. Notary Public. (SEAL) g --- ..-------------------------------- y-------------------------------------------- - - - ----------------- Residing at ........................ Department Auditor. H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. oP EYnciency. 9287. A~J®I"C®F~'S ®FFICE STATE OF WASHINCaTON Warrant No------- ------ - ----- - - -- .-.......--................. Amount, ~-- -... - ...... ... ..... . .. . ..... ....... . Account o f Appropriation for • INSTRUCTIONS-READ AND FOLLOW Make vouchers in duplicate or triplicate, as required. Send all to Director of Highways. Be sure to sign all copies ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee; or, will be registered if full postage is enclosed with request to register. JAY TH OMAe. PUBLIC PRINTER. OLYMPIA. WASH. (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLICATE STATE OF WASHiNG~N ---------~~:'~.---~.~,...-.-..--~----------------, Z9-_~3.. (Postofj'lce Address)----...-.-~±`:--...~",`t-~:~.-----~'A~~-'~-.-.....::-.--:-..._-...-------...---- Lateral ~, Haghway No..-......-:',~:..-:...-., County-----~~t~'~-, Contract. No-------------------------------- Estimate No.-----.---.--..-....-..-.. 1 2 ~ 3 4 6 PRICES ~ QIIANTITY jl TOTAL PREY IOII9 PRESENT : - - 1. Clearing, _._ ~ per acre ~ . _ ~F P ~ ~ If ~, ~~ ~ ____ ° __. ~ - ____-. 2. Grubbing, Per acre ii ~tair c'r""ryl ~ ~ ~ ~ k ,~'~` , {„~ ~~ ~ ~ . 3. Common Excavation, per cu. yd. ;, E ~~ g C ~~ L I Excavation, Per cu. Yd. l' d ~' +- y+~ I i~~ e;~aJ~ ~ i r~ Le~ ~ " ~ ,~ ~ ~ I ! 5. Solid Roek Excavation, per cu. y . ~ ~- ~ ~ ~ ( ~ ~ ~ ~ .••dddll a 6. Structure Excavation, per cu. yd. i! ' ! ~ ~~~~+~i f R ~~ t i~ ~ ~~ , 7. 8. Class "D" Excavation, Excavation, per cu. yd. I~; is per cu. yd. , ,~'f `~ g~ ~ ~ ~ p ~~;~ s i 0 ~, i ~ '"~, ' 9. Overhaul for each 100 feat,. per cu. yd.. ~ Y ~ j ~1 ~ ~ d Ep '~,~ jf ' 10. Surfacing, I . per cu. yd. ;' 9 ' ~ ~ ~ I ~ 11. Surfacing, per cu. yd. !, ; ~ 12. Backfill, per cu. yd. ~, ', ~ ~ 13. Concrete Pavement, ~; por sq. yd. , u ~ j ~ f ~ 14. Finishing Shoulders and Ditches, per lin. ft. ~ I, ~ ! ! ~ I f i ~ 15. Pavement Header, No. per lin. ft. '~! ~ j '' ~ 16. Pavement Header, No. per lin. ft. II $ p I ~ I ~ 17. Reinforced Concrete Gutter, per lin. ft. r j: i ~ ry ` i, i I I 18. Pavement Reinforcing No. 2, per lb. ii r f 8 ~ ! ~ I 19. Concrete, Class A, per cu. yd. ;: ~ I " ~ I . 20. Concrete, Class B, per cu. yd. , ; ~ ;. ' ~ ~ 1 i 21. Concrete, Class C, per cu. yd. ~ ,; ". , ~ ~ 22. Steel Reinforcing Bars, per lb. it ~: ~ j ; ! i I 'I 23. No ................. rd R il Gu a a lin. ft. ' ~ i ~~ 24. 25 .+ ~ l ~ t ~G ~ T" s ~ ~ Pipe,' •~~ ~ ~ Pi e per lin. ft. !' er lin ft i +~y ~ 4+;~j; ~ ~ w ,~ ~ ~~ + ~~ . p , p . . l , , #, 26. 27. ~~ /~~~ ~'~r~ a~ a~~~.~;ir~ip#e, n+'+~~ R~~' Cif.` i~~ per lin. ft. ~ Per lin. ft. ~' f, ~ ~ +~G~j ."°~'•I; I G y i~iaC~i 1 +~ ~"~~ ..+~•y i ,~j~ ^~`W +~'~/ ~ C~ ' 28. d I 29. j ~ j V C i I N~. .. Y 31. ,. I ; , 32. 33. i Force Account-per bills and resolution attached, ! ~ s ~ ! , I ,i Totals i ~ 4Jy, T i I 15-per cent retained, as per contract, r i ~~.,~~ +~~ ~ ~i ---- - per~cent to be paid by county, ~ ~ ~ } f ~~~~~~ per cent to he paid by the state, ! - .. Y ~,,!~~ ~ ~~ ~ ~ ~ ~~, ~ !!! f' ~ ~ ~ ~ ~ I _ __. - -- ~I ;. ~' . ~ I Approved by Board of County Commissioners I --!~$~~~tS.:-------------- ----- --------------County ..-- ---- ~~~~: ~" 1 - --- - -- --------------- ----.-; 19----- ,M lz¢irmaga. Leave this space blank for use of the Director of Highways. I This space for State Auditor. I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. Cozcazty Engineer. I, the undersigned, having. first been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actually perf n aterial furnished as-therein charged; and that there is due me this date, ac- .---. ,and that the same or any part thereo has not been p cording to contract, the sum of $-~~~-'~~-:~M-~.~-~~-'-~~"` f aid. (slax iiExr';)------ - -...--------- -- --- ---- -- -......- --- ....-- --------------------------------- ---- -for------------------------------------------------------------------...-----------------------s=---- Claimant. r Subscribed and sworn to before me this------------------------------day Approved--------------------------------------------- --- -- - -------....--------A-------• of--- -- - - - -- - ------- ------ ----•-.-..... --• rs.. ----- SAMUEL J. HIIMES, ; Director of Iliplzways. Notary Public. (SEAL) ------------ By------------------------- Residing at---------------------------------------------- H. F. 3.24. S. I'. No. 33-8-1929. 10-1-30-5M. Approved as to Form by Dept. of Efficiency. 9287. Departme~zt Auditor. ALJ®IT®R'~ ®FFICE STATE OF WASHINGTON I~Varrant No.....-.. -- ........ ... ......................... Aryno2ant, ~--_ .... -....._ - - ...-._ ....................... ...... To ---- -- ... --- - ....- .... . ....... . Account o f Appropriation for INSTRUCTIONS-READ AND FOLLOW Make vouchers in duplicate or triplicate, as required. Send all to S~irector of Highways. Be sure to sign all copies ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will be registered if full postage is enclosed with request to register. JAY THOMAS, PUBLIC PRINTER, OLYMPIA, WASH. (TO BE USED FOR ROAD ESTIMATES ONLY) STATE OF WASNING~ __ S TO_........... ....................................... .....-:-.... ..............:... ,- .......... ....~~ ..:.....----------------------------.,19~~ (Posto f}"ice dress)---- ---- -.......- --- --=---C ---~-~------~--- La eral ighway No......~.~ ................, County....... ........ Contract No........_... ORIGINAL-DUPLICATE ...........DR. Estimate No.........r.~.-. 1 • -Z _ - _ 3 PRICE3 QIIANTITY TOTAL -- - F 1. Clearing, per acre ~ e ~ ~,3 ~ ~ 2. Grubbing, per acre '` ` 5~ R i ~ L~l 4 "' ~ ~O 3 ommon Excavation, per cu. yd. ' 1 Imo' ! ~ - : Excavation, per cu. yd. ~I ~~ E ~~ ~ ~. ^ . ~~~ ~ < 5. Solid Rock Excavation, per cu. yd. ~" 6. Structure Excavation, per cu. yd. ''. 'tl ~~ y / Dq - / ~ ~~2 7. Class "D" Excavation, per cu. yd. li t " r k 8. Excavation, per cu. yd. if ~ ~ ~ /~~/ 6 . ! ~/ a I / 9. Overhaul for each 100 feet, per cu. yd. ' 10. Surfacing, per cu. yd. ;; ''~ 11. Surfacing, per cu. yd. '' , i 12. Backfill, per cu. yd. ~ I ' 13. Concrete Pavement, per sq. yd. ' 14. Finishing Shoulders and Ditches, per lin. ft. ~ 15. Pavement Header, No. per lin. ft. k 16. Pavement Header, No. per lin. ft. ~, ~ 17. Reinforced Concrete Gutter, per lin. ft. ~ 18. Pavement Reinforcing No. 2, per lb. ~' 19. Concrete, Class A, per cu. yd. 4 ~ 6 PsEY"IOIIB ' Pa - _ EeExT -_- _- ~~- . ~ ~ ~ ov, - ' ! z~: -- I ~ Q i p ~!So i f i 5~d;5~~ pp9 c ~ ~ ~ . i ~ I ~ ~ f j ;' ~ ~, ' ', !' 1 ~ ~ i ~ ~ ~~ ~ i I. 20. Concrete, Class B, per cu. yd. .p ~ • I' i ~ ~ 21. Concrete, Class C, per cu. yd. ~ ~ ~ ~ ~ s ~ I 22. Steel Reinforcing Bars, per lb. ~ " ~. ~ ~ '~ 23. Guard Rail No ................. lin. ft. i ;I ~ I . 24.~a/~ ~~~ Pipe, Per lin. ft. ~~~~ ~ _ ~Ol~ -- ~DD ^ ~, "" ~~~ ~~ ~ i ~/dO:^ ~ ' ~~~/~~ /~ ~ 25. ~~ /_ _ ~~J Pipe, _ / per lln. ft. ;. ~~ CC7 ~ to a - / / lo~ o i O ~~6 ~I 2~~ 26.~/[~ . <<~~~z~~~ Pipe, %~ 276 ~~~. ~~. Pipe, per lin. ft. Perlin.ft. .~ ~~ " 746;; / DO 2L,[/~-_ ~ ~C7 -~~; /~D~'-.. ~~?/~( _. '~`~d Ii ~ o ~~D~"_'I !!! ~ 2 8. 29. ,, { 30. 31. it 32. i. 33. Force Account-per bills and resolution attached, ' ',j Totals .. ~/~/ 9'~ . ~~1 ^~ (~ ~6.yL~ ~ 15 per cent retained, as per contract, ------ - _ _ _ __ _ -- __ _- S / _ _ ~ wy ~2~ ~ y ~ .7~~s v . ._ , per cent to be paid by county, t ~ per cent to be paid by the state, ~ - Y ~,j d ~7~Z~~ ~,50 ,a d P ~i III' __. _. yy ~ Approved by Board of County Commissioners ~: l --------- -- -- ._..--- - --------~`~-----------------County -----------=------------------------------------------------------ Chairman. Leave this space blank for use of the Director of Highways. I This space for State Auditor. _'- I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. County Engineer. I, the undersig~aed, having first been duly s2vorn, do hereby depose and say that the above bill is true and correct; that, the work was actually performed and nzzterial furnished as therein charged; and that there is due me this date, ac- cording to contract, the sum of ".~}SD.9' ~_ _ .................................._.., and that the same or any part thereof has not been paid. (sicrr xEr;~)--------- - --- - --- ----- -----------...- - --- ---- ------------------------------------------..for..------------------------------------------------------------------------- -------------------- Claimant. Subscribed and sworn to before me this ..............................day Approved---------------- ------------------------- -- --- --- -- ------ ----------------- o~------------ --------- ----------------------- - - ---- -• rs-------- SAMUEL J. ~IUMES, Director of liiglaways. Notary Public. , (SEAL ) -------- By-•----------------------------- ----------- ------- -- - -------------------••-- Residing at .................................................... Department Auditor. H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. oP Efficiency. 9287. AUDIT'®R'S ®1~'FICE STATE OF WASHINGTON Warrant No------------ - ------- ---- Amount, ~ .. ............... .. ...........:.. ................................................ Accou~at of Appropriation for INSTRUCTIONS-READ AND FOLLOW Make vouchers in duplicate or triplicate, as required. Send all to Director of Highways. Be sure to sign all copies ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will be registered if full postage is enclosed with request to register. JAY THOMAS. PUBLIC PRINTER. OLYMPIA. WASH. (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLIC~ STATE OF WASHING*N -------------_ ,~!....---------------------------------, 19----~.3. (Postof~ice Address)------~i~]C~..Tt~~~i~~d,-----'~;t~i~g Lateral ~aghway No.----------.~-------~--, County-----.,w1i~,~ t:~:~;:~a3~k, Contract No ..............................., Estimate No..-----~.--................. ,; 1 ;. i~ PRICEB ~ ~ 1. Clearing, per acre ' ~ :.Mwii 2. Grubbing, per acre ~~ ~ ~, .r° ~ Commo n Excavation, per cu. yd. ] ~ d " 4. xca CF ation, per cu. yd. ~~ / 5. Solid Rock Excavation, per cu. yd. 6. Structure Excavation, per cu. yd. ': 7. Class "D" Excavation, per cu. yd. , 8. Excavation, per cu. yd. . ~~-, 9. Overhaul for each 100 feet, per cu. yd. ; 10. Surfacing, per cu. yd. 11. Surfacing, per cu. yd. 12. Backfill, per cu. yd. 13. Concrete Pavement, per'sq. yd. 14. Finishing Shoulders and Ditches, per lin. ft. 16. Pavement Header, No. per lin. ft. 16. Pavement Header, 1Vo. per lin. ft. 17. Reinforced Concrete .Gutter, per lin. ft. 18. Pavement Reinforcing No. 2, per lb. 19. Concrete, Class A, per cu. yd. 20. Concrete, Class B, per cu. yd. 21. Concrete, Class C, per cu. yd. 22. Steel Reinforcing Bars, per lb. 23. Guard Rail No.._-....-----._ lin. ft. 24. ,,~~` ~ ~~ ~ ~~~! Pipe, per lin. ft. 25. ~~~ ~~, ~i,FO~' i Pipe, per lin. ft. 1 ~~~ 26. ~~~ ~ • ~d ~~~ ~ iPe. ~ Perlin.ft. .. ~ ~~. 27. ~ * ~ t a .t ~ ~ ~* !dad ~ .~ .x $~~ Yid 1Pe, Per lin. ft. 28. 29. 30. 31. 32. 33. Force Account-per bills and resolution attached, Totals 16 per cent retained, as per contract, per cent to be paid by county, _ per cent to be paid by the state, i '~~Wi~iplt- 'rw' . ~~~ ~~ .. i wry. 3 ToTnr. i'. ~16~` ~4fl , ~'~I . - 't. 2~I&~ fl ~h i ~C~~ ~' c''"~. 4 PREVIOUS __ p , k , 1 6 PRE6ENT ,dpproved by Board of County Commissioners ..------ ---- ---3~~T-a-~~?.ll..------------------County --- ........... .. . J~xn~.- --- ------- ----------------> 1~~ --- --- -- ...-CQ.evC.l --~ ------------------- Czaairman. ~U~'f~ ~"O9tl~$~ 4Zi1t~6~e~S:fiB~Ct~'3.~~':? Leave this space blank for use of the Director of Highways. I This space for State Auditor. I hereby certify on honor that the above estimate is based upon actual measurements and that a same is true and correct. T _ County Engineer. I, the undersigned, havi~ag first been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actually pe~orme material furnished as therein charged; and that there is due me this date, ac- cording to contract, the u~m ^of -- :~- ...~:~.-~.~r~.-sr,-r.~~~!-~r.!~r.~.and that the~/mfe~or a ar hereof has not been paid. (6I6N HERE)-'-- - ~--- -. ....- ---- --' --- .'- .°----------------------------f0 .""'.`~..--~~~ --".!....'.-'.'.°..-.'. Claimant. Subscribed an n before me this._---...~ ...............day proved---------------------------- --------------.......------......-..---------- ----•- of------ - -- -- - - - - --- - ------- ---- --- --- 1~" 0 /~~~~'f/~~~~/~ SAMUEL J. HUMES, ~[if Director of Highways. ~~ Not¢ry Public (SEAL) ~ By------------------------------------- ------------------------ ----- ---------------- Residing ~~F~~S4N--~QU~T~---1~U~~ f OR Department Auditor. H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. of Efficiency. 9287. AU®I~"®R'S OFFICE STATE OF WASHINGTON Account o f Appropriation for INSTRUCTIOllTS-READ .AND FOLLOW Make vouchers in duplicate or triplicate, as required. Send all to Director of Highways. Be sure to sign all copies ; have duly sworn to and certified where required: Warrants will be s~fit by ordinary mail at risk of payee ; or, will be .registered if full postage i$ enclosed with request to ,register: JAY THOMAS. PUBLIC PRINTER. OLYMPIA. WASH. (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAIr-DUPLICATE • y STATE OF WASHING~N ~ j -------------,19~~..-... (PostofJ'ice Address)..-Fm~.~....'!'~~~,....~:,. Lateral Haghway No.--~------------------, County.....,~'~.~'~.~:~€~8., Contract No.-----•------------------------, Estimate No.-----~:----.._,............ z QIIANTITY ~~ __ __. _-- 3 TomaL 1. Clearing, per acre 2. Grubbing, per acre 2: Common Excavation, per cu. yd: 4. Loose Rock Excavation, per cu. yd. 6. Solid Rock Excavation, i per cu. yd. ~ ~ 6. Structure Excavation, per cu. yd. ~ 7. Class "D" Excavation, per cu. yd. 8. Excavation, per cu. yd. 9. Overhaul for each 100 feet, per cu. yd. 10. Surfacing, per cu. yd. ~ 11. Surfacing, per cu. yd: 12. Backfill, per cu. yd. 13. Concrete Pavement, per sq. yd. 14. Finishing Shoulders and Ditches, per lin. ft. i I ' lb. .Pavement Header, No. per lin. ft. I 1G. Pavement Header, No. per lin. ft. ~ I i 1 17. Reinforced Concrete Gutter, per lin. ft. I ~ 18. Pavement Reinforcing No. 2, per Ib. I ~ ! • 19. Concrete, Class A, l per cu. yd. j h 20. Concrete, Class B, per cu. Yd. ! 21. Concrete, Class C, V per cu. yd. (~ 22. Steel Reinforcing Bars, per lb. 23. Guard Rail No ................. lin. ft. I 24. Pipe, per lin. ft. + ~ 1 25. Pipe, per lin. ft. i t 26. Pipe, per lin. ft. 27. Pipe, , per lin. ft. I 28. ~~ 29. ~` 30. ii 31. i6 32, l 33. Force Account-per bills and resolution attached, ' Totals E~ 15 per cent retained, as per contract, is ~ ~ per cent to be paid by county, ~ per cent to be paid by the state, dpproved by Board of County Commissioners ......--- at ~~~~~: -------------- - -------------County 1 Pxlct.s _- _- r :_- i t i i • i it ', I; i {i I -----°------ .- ~~aT------------- -----------...-----......---, 19.~. ------------------------------vl . -- ----- -- ----------- 6 Cln¢irman. ski £3f ~c:L4~3'~~1' C4~~~~~.t3~`3::~.'&3 ,t &~ j !~ 4 ___ _._..~ ~~ 4 I b PaEVIOIIS PRId9ENT Leave this space blank for use of the Director of Highways. I This space for State Auditor. I hereby certify on honor that the above estimate is based upon actual measurements a that the same is true and correct. ~ County Engineer. I, the undersigned, having first been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actually performed m ial furnished as therein charged; and that there is due me this date, ac- cording to contract, th of $"..'.'"'.:`.'".".'.:`.' . _~ '-'-'~''-'-`--'-"'-'-'"-'"-"-"-",'"tand that the sa or any p t r has not been paid. (slax xExE) --- ----- -- ~~ --- -- ------ ------ --• ~--------------------------for-------- ---- ~~---- ---- --------------- ~/"~'-. ------- - - - - -------------- ------- - -- - Subscribed and r to before me .this-.....~ y Claimant. -- -- - -------da Appr ved---------------- ------------------------------ ----- -- ----- -- - --...-.....----- of-------- - --- -- - --- - ---------------- -----• 19-~ . SAMUEL J. HUMES, ~ Director of Iliglaways. (SEAL) JEFFERSON COU1~yA'~'j'~?ITOK By-----------------------------------------------------------------------------•-------- Residing at-.-_-------------------------------------------••---....... Department Auditor. H. F. 3.24. S. F. No. 33-B-1929. 10-1-30-5M. Approved as to Form by Dept. of Efficiency. 9287. '.i:~ . ~' I I ' ~ _ ) J \ % I i (, AUDITOR'S OFFICE STATE OF WASHINGTON Warrant No .................................................................................. J4mozcnt, ~ ........................................................................ . - ~~ .. To ............................................................................................ Account of 9.ppropriation for ,. 9~ INSTRUCTIONS-READ AND FOLLOW Make vcuchers in duplicate ar triplicate, as required. Send all to Director of Highways. Be sure to sign ail copies; have duly sworn to and ~, certified where required. VOarrants will be sent by ordinary. mail at risk of payee;. or, will be registered if full postage fs enclosed ~:6: with request to register. ,; :_ JAYYNOMAA, PUBLIC PAINTfiA. OLYElPIA, WASH. ~ '. ,. x ! fi k - ~If~,r „ J r~; - ~ ,;