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HomeMy WebLinkAbout#184A Olympic Highway Crocker's Lake-Discovery Bay::~r~ ..~3 ~S 'i. Y; y. JAMES ALLEN STATfi HIGHWAY COMM188ION6R STATE OF WASHINGTON OFFICE OF HIGHWAY COMMISSIONER OLYMPIA August 22, 1919 . Hon. Board of County Commissioners, Pt. Towns end, Wash. Gentlemen: ADDR[0[ ALL COM MONICATIONS TO TH[ STAY[ HIGHWAY COM MI[BION[R Enclosed herewith please find two right-of-way deeds to the State of Washington from Mra. H. V. ~diller and Percy P. Bowman, covering a portion of the right-of-way required for the Olympic Flighwaiy, Clallam County Line to Cracker Lake, which you will kindly have recorded and return to this office. Pill you also advise this office what progress has been made in the securing of right-cf-way for this road? If you have any deeds executed covering a portion of this right-of-way, kindly forward same to this office in order that same may be checked and made of record in this office, Thanking you in advance for the favor, I remain Yours very truly, ,~,~ . Right-of-Way Agent. CLD:MW ~s' y ..~ ,s j ~ '~ (j QG...- ~I///~ /,j/ f~ ...~ 4 .t+# 4 ~ ,}.. t ~ ~~~ } : ~ t to 'f~~- [ f,. _ ~f~ , Y MRS. MAE M. PLUMMER, AUDITOR- CHAS. G. WARREN, oePUTv (1~~~'t~E U~ ~'~8 ~OXXkt~~1 ~l~t~Y[~II~ J~~f~x~~~ ~~~~ Hon. Clyde L.Peach, county Engineer, City, Dear Sir:- ~nr# C`~n£unsPxx~, ttsljiny~#nn, dept . 8 , 1 1 99 The Board of county Commissioners of Jefferson Country have instructed you tro notify the State Highway Department; at Olympia,just what progress has been made in the securing of the right of way for the Olympic Highway through Leland Valley. Yours vQe~r^y trruly, ~~ o~ Clerk of the Board. ~5.~ _- ,.~: .. x}_.t ~.. INSTRUCT IONS TO BIDI?~RS . Each bid nau;~t ~ be made ' on the fc Highway Commissioner, and shall set dress of every person interested in ,phy addition in writing to tine tion, limitation, crr provision will arm furnished ~by the State Earth the full name.. and ad- the same. form of ±he bid of any condi- be liable to render the proposal informal and to cause its rejection. Trie previous experience and respon5ibil?.ty, as well as the present ability of the bidder, will be corsi~.ered in 'determining which is the best.. bid, TY~e •successful b ~ddc;r w? ? i bP requ~_red to furnish, before enterpg upon the work, a ~.orporate 5t.re~ty bond in a penal sum equal.. to th.e ccntract prise, for th.~ fa.ithfu~~ perform-. ante of the work. . The contract will be a "unit price" contract. Monthly estimates of the work done will be made by the er..~r,ee~~ in charge, and:; payment will be made for e~hty per cent (SCj~} o~. the v~,?ue of the work, done; twenty per cent (20~) to be~ retain.ed till thF~ ca~r~ract is .completed and accepted by the State Highway C~mmissionex~. The contractor must make such payments to the State as are required by Chapter 74 of the Laws of 1.91,1 (Industrial Insurance Aft.). A7.1 work an the contract shall be performed in days of eight hours, except in case of ek- ~raordinary emergency. In case of non-completion of fihe contract upon the contractor shall be liable to pay to the State as liquidated • damages, and ryst as a penalty, the sum of tvaenty-five dollars (~25.Q0) for each day between the appointed and the actual date of completion, un1•ess an extension of time shall be grar..terl for ca~~se by the State Highway Board. Bids for this improvement will be opened in the office of the Highway hoard at Olympia, Washington, at 2:00 p.m. ~~ -1- . ~- INSTRUCTIOIJS TO BIDTIERS". E~.ch bid must.-• Yie made ` on the form furnished: 'by the S'~ate Highway Commissioner, and shall set Earth the full name. and ad- dress of every person interested in the same. ,may addition in writing to the forrcm of ±he bid of any condi- tion, limitation, or provision will be liable to render the proposal informal anc~ to cause its- rejection. T'he pxevious experierice and responsibil~.ty, as well as the present ability of the bidder, will be cor~siu.ered in determining which is the best.. bid, Tk~e •succes~ful b ~..dd~;r SNi l1 be required to furnish, before enterpg upon the work, a ~,o~^porate si~:xe~ty bond in a penal sum equal, to th.e ecntract price, fUr the f~•itl~fu~?_ perform-. ante of the work, . The contract will be a "unit price" contract. Monthly estimates of the work done will be made by the er.,g~r,ee~~ in charge, and payment gill be made for ei~Yity per cent (3ej~) o~~ the value of the work, done; twenty per cent (2Q~) to be' retained +,ill tYifs co~r~ract is completed and. accepted by the State Highway C~Iranissioner. The contractor must make such payments to the State as are required by Chapter 74 of the Taws of 191.1 (Industrial Insurance Act. ). A~.l work on the contract sha1~. be performed in days of eight Y~aurs, except in case of eX- traordinary emergency. In case of nan-completion of the contract upon the contractor shall be liable to pay to the State as liquidated damages, and ryst as a penalty, the sum of tvrenty-five dollars (~25.Q0) for each day between the appoa.nted and the actual date of completion, unless an extension of time shall be granted for ca~~se by the State Highway Board. Bids for this improvement will be opened in the office of the •... . Highway Board at Olympia, Washington, at 2:D0 p.m. __ __. -1- . ~_: - :~.. .. ~~ . _ _ ~- / i.n ~,ccorstance with and as desCxibed in 'the atte.c~ied plans, Genexal Stipa7.ativns and Snec%fic~tti.~ns, which are hereby made a paxt hexea~, .and sha3.lha~e the 'same e~feet~:as thQUgh _ :. _che same we~,e fully inserted he 2'ei,n,-.and.- ~.n~`~11; ~eo.mp~:anCe with the '~ terms, conditions and stipulations herein set forth, aa1d; shsl]. per~or~i -.:: ; any extra work w~~eh ~y be order®d,, ..ass . hexei.~ ~arovS~ded.~. , ; _ _ _ :.. .. 3Y, 'ire Ct~n.a~ctvr. saa13: pzt~v-ice,, ~a~.; ~`~ tote ,e~gse, m€ alb: ,. _. -, :,~ater~.~3:~, .I~bc:ac,, aarx~a,~. ~~~_ ~~ms. :tee. aid -,. - - . . .-hinges o~ e~ve~ ~lea~c~.~?ti,9n _tha.~, mom., ~ae~ ~caaz~~.~.~e_ ,~or~, 2~~ ~~ns~~r: ~; . e .... - . 4... ... ~ - ~ ~ ... . :~.:,, _~~;~.teri.al~ ~:nd for cons'~ruct~,ng anc~. c4~leting the work above deaoribed. 3:3:1... 3 t i s ~ tads r~s,Q~ +- ~~: b~. anal Ta a ~weer~ t~~: far t~ e8 .. . -!_ex~~p ~~t the work .~~~tQlad~d ,in 'th:~:s oront~a~~':~s t~' ~~. si~~ce. pier the -~~recti~~n and .evgaxvis#~en aP ~~ ~ta.ta Hi~hv~a~7 ~.~y,ssi,~x~~. ox :4~' .s . ..ul~ aut~iar~.~sci .repreSeT2t~I-~].Ve, ®f3d that the dee~83.oi2 p~ the Iiighav~~t +.1.. Commissioner as to the true construction and meaning of the drawings, ~~ro~ecifications and estimates and as to all questions ari~~irg a,s to :.~.e proper performance. of the work, stall be final. It is also under- ,M ood and agreed that such additional drawings and explan~.tions as may be necess~.ry to deta~.l and illus~.rate the work ar.e to be furnished. 'ay the State H~,ghway Commissioner, and the Contractor agrees to con- form to and. abide by the same, as f~.r as may be.consi:stent with the purpose and intent~of the original drawings and specifications. I~1'.. Should the Contractor at any time xefuse or, rxeglect to supply a sufficiency of properly skilled workmen., or of material off' the proper quality, or fail in ary respect to prosecute the work with. promptness and diligence'., or fail in the perforx~lance of any of the agreements herein contained.; the State Highwo,y Commissioner shall be a-t liberty, after three (3) days' written notice to the Contractor, to provide any such labor or materials ~.r~d deduct the cost thereof from any moneys then dui or thereafter to become due to the C~~ntractor under this contrac~t;~and if the State Highway Commissioner shall con- sider that such refusal, neglect or~ failure is sufficient ground fo:~ such action., he rna~y, by written notice., terminate the employment of the `Contractor for said work,. and. enter upon tide .preen-ices and take possession of all msterals, tools and ~.ppli.an-ces thereon, fior the purpose of completing the work included under this contract, and ¢mploy, by -Contract or othex°~vise, any person or persons to finish th.e work, and provide the materials therefor, ~~.nd in case of such discon- tinuance ®f •the empl©yment -of the Contr~.ctor, he shad-1 nat be entitled to rece3:ve •,any further balance of the amount to be paid under this cor~tract~ur~til the work shall be #'ully f~.n~shed, ~,t which time, if the unpaid balance of the amount to be paid under this contract shall e:~•• teed the expense incurred by the State Higr~way Commissioner in finis~~- ing the work, such excess small be paid by the Mate to the ContY~a.ctb~. ., ~ ,. ~. - , but if such expense shall exceed such un~~.id balance, the Contractor shall pay L c~.a,fference to the State T=~easurpr. V. Th.e Contractor ~Tfrrees to comyc'iete alJ. the ,work cal'~.ed for ..;nde.r this aE=reement ;r. al?. p:.~.rts and rec~uirernents before the day of ~~1 i'H(?~TTD~P, ha~~rever, .that the 'State Highway - Cornrzr~.ss~i.aner sha31 have the right, at his discretion, to extend. the -~ tirrie~ for completion of said, work; ~ but no such extension shall be made unless endorsed hereon in w.ri'ting. A17. requests far an exten~si•on of tirriemust be acc~mpani~ed~ by a;n agreement of the .surety' Cri the bond of t'he~ Cofitre,ctc~'r to such extension: And 'the State ner•eba~: reserves the right ~to "a.cce t and make use of any rortion of said `work before the ecmpletion ,of' the entire ~~~ork {vitho~ut invalidatirr~; 'tl•ie contract, or bind'iri~ itself to accept the remainder of the ~-zork, or any •portion thereof,' whether completed or zzot• ',rz. Time shall be of the essence of this contract on .the part of the ~~Contxacti~r, and in case the Contractor shah. fail in he due p~r~'ormance of .the contract bJ arid. a~. trio brie~herP~~.n mer.tic~n~d, or by e,nd at such other time to rsrhich -the ~~,erimd of completion r.~ay have. been extended, h.e sY~all be li~?.b1e to ray to the State of tJ'ashin~;ton as ar~d for li~uidated~ clarnag~~s, a'nd rot ~: ;:enalty, the sum of _ ~~ ~ ~ ~~ollars (e~.._.. .) fo.r each and every ray ~rJpiic}•i znay elap~'e b"et4vecn the appairi'ted and .actua.l time of completion, which saiii sum '•i~s Yrereby a~reec~ upo~~', fixed and' determined as the damage 1 ~ ~ t?~a,t wi•~.1~~~ie~~su~"ferec~ ~iy such' f~.i~.'ure to cdmpl.ete the ~x~ork ~,~ithin tyre time 'ri~:~recl:;'.:: v'ri•d the, 'Sty to Hi°ght~va3~ C~mmis~; ionnr may deduc •`. t;he s~.me ~~irom'~t~'ie`~arti©tiirit •~d~ie or to become due to the Contractor, and such payments or'~d'e~:uctiaris sh~:ll not iY1.'~.~ny ~.e~;r~.e re?ease ,th~? Contractor from the i'urtrier •~o'bligations and penalta:es .n respect to the. f~~a13'ill . .dent of• the entire corrt:ra.at, nor arsy'ri~*ht which the State rr~y have ..3_, . =! to claim, sue for and recover compensation e,nd damages for non- performance;of.this contract, t It is understood ~,nd agreed by the Contractor.that, if it :, ,. . should,appEar at any time that the St~.te has: not aaquired~title to ail of tl~e xi~hL•of~~s,y and lands necessar~r for .the performance of ..the work ,. udder the iax~ovisions of this agreement, the.t the Contraetflr waives any sx'td all ~laizti for ,damages against .the State and its officers;, _~ • which the Contractor may sust~.in by ;reason of eny delay in the per- ,.~ :, ' , b~ ,. .foa~ance of said wo_rk,, occasioned by the fs.i~.ure of the, State or its ~: QfFfcers. to .~.cquire title .to ~,ny oz said lands or right-of-way, and it is further understood and e.greed ths,t the period of any such de- S~ey will%xcluded in computing the .time ~.imit for the pe~iformance. of the work under the provisions of this eantract~, , VIX., Payments shall be made for work and labor performed and •~ . materials furnished under this contra.at according to the schedule of rs,tes and prices hereto. attached and maae~.e, part hlsrev#~, and ,in no ` other manner whatsoever. The ,S.t~.te High~ve.y Commissioner shall. de-. termine. the unit, quantities ~.nd proper cle,s~ification of e'il woxk done and materials furnished un~'.e.r the pr~visi~ns of th3.~• ~.g.reez~~ent, ;~ ' .and hie determination thereof shall b~: final apt cnnelueive d~ bind- . . { , . ., ing upon the Contractor. ., Paxtial payments under-this. contract, not to exceed•eighty per,cen~ .{84jo} of the work done, shall.be made^at the reques,~t a~' the •. Contractor once each month, said,.payxnentsa tv be made -upon estrims.tes off' thef State H~.g~iway Commissioner. Final payments .for skid woxk• sha31,• sae made within thirty„ (3Q) da.ys of the Final completion ant e,caept- ance of the. entire workby the State Highway Coz~iss~oner~ PROVI~ES~, . t:. • .. . that. the State highway Commissioner may require. the cantrs.ctor to Shaw to-the satisfaction of said Commissioner before the making of such final payment,. that all just debts due all laborers, mechanica~, i -4,r I_ rnatsra3. meM, at~d peT$cAe, who have euppl'~e~ such .cantrarctar, car sub- a~nt~&;ctar, with matcriale ar goods o~ ar~v Find for tb.is wCfT~, have r Ft.3RTHER `that ~.f pia;: to any payment being beam paid, aid ~p~t4VI1~~D, . made the Stag ~Iigh'~ay Csammw~sionex rece~.',es natice Pram aiiY perg~n ~~ persons. that any lab~arers, rnech~:~ics ar material men, or other sub• persons wha have furnished °~' supp~.i d said Contractor, ar any ct®r with anY' labor, service, material, goads or provisions, of contra , tion of any kand, i.n canneetidrt with the construction cof z~aid par ._._.~....__. ' that ray be ordered .for .said pt~r tior ....__ have claims against of ~,~„iy3, Contractar, or any sub_cantractbx, far e,ry -such service ar thi7~, fox which any such 7:aborers, ~mechan~.as, -materi$~, men, or other persc°'s, _would be entitled to a lien under the;Laws'df this Mate mrere saved '~iighway nat a p~blfo haghwe~y, ~ or pepper claim against the 'f~crd ;.n such cases. required. by ~.aw, the estate Highway Ct~mn~issioner may, in nis +~.ia_ . crst~sn, reta~.ri gut ~af 'the payments then due ar to become due se.~i.d ~rl~o ,~ above Contractor, an amount, in addition to the ~twen~y percent (.. , , rovided to be rete.iried until 'the final com~letian df saia tirer'~, eu~~- p ficient' to saver alb: suc~i claim or claims of which n©t~ce slie~.l have been so given, until such claim cir claizne shah. he,ve been f~~lly ~atis~ fied and paid and receipts ih fu.ll for the same sha11 ha.ce ~~pen ..ur-~ `ria.sYied by said Contr~actox to the State i~ighwaY Cpm~,issianer, and the sa~.d Contractor hereby expressly agrees to pay all such cls.ims. VIII. A1Z payments order tha.s contre.^t sha.1~. be mra.de by thv State .Txe~xsurer, from the piibl.ac~ Highway Fund, ~ upon warrants of the State .Auditor, ~ issued upri~~ presents ~i an of proper vouchers, by .the CG~'it~e.c~tor, . said via°ar~rers to be approved '~Y tY!e State Highway Com-~ mzss~.cner. TX. ArY a" texatiax~s c~ee~a~~ n~;~.es,~~,~:"y, U*s the State Ni,g'htic~?v ~'c.~:rili^eianer may be me.3e a.r ~thP •,~c~~~ sncvvr,. ~~::.ci. de~'crfbcc~ ~,r. the ~lra~r- .5_ ~_._ ings a,rrc~ spec#~':i,e~,.~,ians, bit only upon t,e ~~ritten order of said Hig~t:- ~.• ~. . wa~i;oi2~-17.i~S`3:ai'1Gr err leis. aut~lor:ized :ce,~reseritat~.ve, a,n4 w~.en so made tie ~ral~r~"cS~" the r:•cirk -~o acldec~ or.omitted sai.~.ll be co~nrut~d by~ the its, ~e ~i~hwa~~: ~om~xti~sivn~r, , and.. t'1~ amount so certi€ied s~is,I2 be y iraal t<rid can~~ia~s~~"e= -a~i.d .b~.~din~, uron..t'~e' Con;~ractar, anfl shah be ac~.dsd to - - ~ i 41 ox d~~~~:~d~ fro~z tl~e- co~;t~act. pr~.ce. T~~e schedule of unit or• ~.~e~r~~ 3z~d'' ~'~~c.e~ ~aet~~+s~;t'ta:chsd is ,i,r~tended t4 .form :z kart of .t'~isE.e~on- . - ... ,~ _ tract, ~t~d ~~ial3~•~~r,~stitute as ~`ar.as -.possible the ~~rasis upon vahich _ ~,. ~. "#.'~e ~~ra.~.~i~ ~~ aYl v~r3--d~.d :car- omitted;•>:3w33, be •evm~ute~,:. . .. •- X~,~`.'°ie=~n~~r~t~4.~'.:~sY~al•I•.provide sufficient, safe and.~ropex f~.~~~~'3~~~s. ~~t'~.2~:~,.;is fo,r -t}~e, n;~l:~e_.ti'an of 'the work .tie State . ,..- ; ~i:~iay`~' +s~a~xer.• a~;...his a.rz~ari~eci r~pres~r~t~a.t~ge ~e sa.ei~~ . , . ~y i~€~~~~ s~ :~'~,rni:sh .the ,,;~-fate ~I:~g,'~t~~.3r. Cri~tsmi~saar~.er ~~° ktts aut2~or- iz~i9.~-'~~r,serti~e, Without chafe, ~am~3~s aF matera~.~, ~~sed ire con- s~'tru€tfs xd. ~~.~s ;;1 ,be .r~~uire~L~-- fn order '~:~at . e ch~.z~a~ter of ~uc~t':r:~.~l.s~ e ~de.tex~rtined. - • ,. _ =~'.~'~~t~e>:"~. =o~_.fi.~r3a3, .ma.y ~~ ~o~demned b~ V "~.~ ~•~ate ,~i~h= v~a,~r "Ca3'~~~~«t ,~ ,~~,m:~ ,befcr~ce.,.ie..-fi.~,~.I,, a~c~p#~~ee of e tvo-rk. l~~oti~~-e'f~.~h ~~z~:t-zor~.:~1~., he~~i:~e~yi;~ ~r~t3rr€ day tae •Ste I~iiv4ay#' ~8~c~-;:_ ~¢su~~3 .ec~x~€~e#ed. ~~r~S; s~ia~I b~ im~aediate~.y #aker~ a:av~` c7~' ~t~~di..a.~~ ta:v-e. ,~,~~l ,~~a~~..tte ~.edi~-~e~~r rer~nQ~ve~: or '~'~ss~c~'t~f.=~`=•~s~,s:~'a,~~ion,o:f ~~ ~_#~..t~ ~~,~aw~y Commis~siorer.• t - • DLO ..~ ~.': ~~~ ~~~ ^.« _•~. w ~'~.i3.-at~e ~~~t ~~=tr''~gw:~.x'~ o-f :.fie .~ ~ht~ra~- ~v~issiorer to ^c5ridei~~'~-'~, .~a",.~e,a~..: o~ ~e~~~'~ ir~f-prior wor',.nsr3ip ~s2iall • .. - ?'i 23$ day ~ ~er;e4~- C:~t~i,t~C.~~t~; ri~yr sh~.~l -l t 'be .cons trued , to •rneari ~~'~e ae:ce~t~n~ce ~r~' such ~aQrk, n'ar- shall ~e f3fia7: ~,eceptance ~ba.r the ~:, ~ate~ '€~~ ~eashi~gtpM • f; reco~:rs.:nf; ~amagES in came fraud seas pra,c '~zmes: l~~t:~xi. replacint; such ~mp~~o~.~pz- ~vcrk sl~a.ll ~izrn9.ab. no our_d to the ion txe.c to r f q~:~c l2 im? n~; . an e~ ten s i orr c f t%r~.e fn~r tiz? :~.rpletiori of t'1;~ ~iibrl~. 1 ~. -,~ _ Tt~ct~p~t-e~tt~ careless or r.~.A~*".:~geni; emp?oyes shall be forthw~'~,~!. d:~scharged bar .the Cor;trac~ez° u-~rr~ ~h~: ~e•r:~,~;ten 2~gae~t of the State Tif.ghwa~r ~cissone~rf •-or Yiis a~.~.~~.;,r7.~•ed rEpxeeE'nta~:ige, and failure 'Lo ao~i~ ~3th evtc~i requests 5~sa~i bP su:^:~~.ca~nt orau:~ds fo'r the "ter- mir~ati.cx~- rvf t~+e ~a~trac"c, as prcvid.~d f~~r in •cY~i,s ar•~:ic1e or 2~,~~tic'.e T~ he ~eof+ -S~h~2d the C63atractor be r3.e3.ayed .fir the- prosecut; o~ flr com- ., p3.tt3.vn of the z~rk by the act, np~lect Ur default cif ~e -State H~gh- -way ~om~:~sione"r, or~ of ans other contractor employed upon the work; ar ate: ~ama~ge caused by fire Cr ether casualty- for ~i~.ch ~:h.e C~n- ~t~a.etta~r .fie not respansifi~le, or ?~y corilbined ~.czion of wc~rkznen, in nc ~w~;~t eaxtset3 b9 or resultir~ from default or colusen on the past oi: Cant~:~tor, t~ten the time herein set for the campietion frf the work sh~l~. 'be _ e~te~ded" for a period. equ~.val.e~it to the time lost b~' reast~t~. e~f any" i~r a3,1 of the. causes aforesaid, which extended period shall be deterffiin~d• and" fixed by 'the State ~€ighway Co~issitiner, whoss d:etes~t.~tio~a siiall~ be final,, but rto such allowarsce s~.a,~1 be ~,e.de ur.- less, a, ,claim ~tY~erefor is presented inwriting to the I~aghway Co~n.=e- si©r~er ~a3thin tin {14} days" after the occurrence of such delay, . XI. It is fu' rtl~er mutually agreed between the patties hQrPte that' ~o .cert~i#'icat~ given or 'payment made under thys contr~.c+„ y e:~cep:c the f~.nal certificate or Final payment, shall be evi3e~?ce v:^ t•:~e per- f~~riance~- of this ~c©ntracts either wholly or in part, arsd that na pay- men~" sha~.l b'e eonetrue~d ~to be an acceptance ref d~:fect~.vE nvcrk or img-ro~e~ mater,~al- which may appear wit~i~:• 'two (2 ~ year:: af,er e•c~~:i•? ,; pay~erit. X2I.. ~e werrk and mater~.~- for' suc:a impr~tiT°m~~-.f: ~~.^ ~.i be ~.t ~'•?~E: sole• risk, ~rf the Contractor u~et~~:l the same sh~.~.l h~.zre "u~e~! ~i~.:t7..T ~~ccepd ~~ #~e State highway C'oissar~~~, and. ary c~.z~a~e es~ ices .°~~.~ ma9 crcc~,tr ar . resuii~ to ~e same pr~:c~ tc the fi~l completir..n ..~-.. a~- ; ~-_ __ __ ~.nc3 aces; '~tane8 0. said itnp:^avarrtent ]:YIC~,'izdiT:~ ar~;~ e.etra stork that ??l~.~t be ordered.' by Vie. Skate ~ii~;~~tvay Corcu:~issioner, s~~al~. ~al~ upon ~.nd. ~F~ rn~.de -~;4od by the° said `Contras to-r. - :n~IZ. 'fie Contractor sha11 not ie#., s,sui.~n or transfer his y contract, or any interest -~Zerein, ax sub-?.et tae ~-~o~:k here3n- prG~.i~ed to Abe dine , ar s.n~ s~.xrt t':ie ~ec~f , .~~ri t..±~ou t .the., co~2s~~:~t, in writing, of the estate I~.i~;h~aay Com~i~s.ssion©r. :n~ Cor~'~r~.ctor s~~.all file ~;titii t.Ze State i3i:~.:~,j u©myssiorer ~. duy,Iicate of alb. sub- con trae is rn~,de by him as a fr "zsaid.... ~~ Contractor s1zall ~i~~ his personal attezitian to fi.~ze 6aork at. all t.itnes, and sha3:1 -be p~esgrit, ether in person. o.r bJ_ r'+?t~ ~uthorizg~d representative, ©n tae si'~e cif t1.e r~ao.rk continuai~.y .during its progress, ~anc~ .sz~~Il recei~re .ins vructions frog-the State ', ~~;hwayF Cote n~:ss3.t~ner. Any sub-contractor sl~s.ll, be considered the _ .~ agent of the Cc~.. ;;raetor, an+& -the 1~.t~,~r-- s~~~.~.l-~be responsible fog any- indeb.tedn.ess incurred by such a~,exat. If any s~zb-contras tar f'~il.s ta~ perform his worl~ ~.n °~. satisf~;ctory manger,. ~zis .sub-can±ract may f~e ter~~,nat~ed b~- tale :ry.,~.t~ :cii:~Y~ata;r Ccr~m.is~~.aner., :. - XI~. The Cantra.etar ~h~-..11 ~Ze~ ~li~la~~e 'fo~°-.a.l~, damages ar~d in- j u r1r which, s22a2~. be c~.us~ii, :tar ~~iich sh~.31 ~accur .to . ~.nf person o~_• persons ar ~rc3gerty v~xatsoever, by .reason,, of an3~ ne~Ii~e~zce of sai d Cont~.ctt~r, ar anf s~f ~ Yi3~s '-sex'uar~ tg, empl:o;~es, _ ter sub-contractors ,. er by reason of an;t breach dr' ~-io~.~.tae~n a~f~ and of the provisions of ¢~.is a~re~exi~.ent,..~i~ any af~Yiis duties: or obli~;atiesns thereunder. The Ce>n._ tractox•. shah.. ~-::?-sa assume x:11 xiabilitzes far ~ns~ gx+bteat the Statc' cif ~asft~.rig~bri ~'fro`m'arxJ da~,~x~es o-r ~claims~~ar~~;inQ~; fxom t~:e~ use of an;~ ~,,. patentedf~art~.cle~~"vr ~c~e~rices" ~r~'any Fart,4f:;.the evork, . ~ -; ~.. . . .,._. It, ~.s_--mu:~a~°~.3~'. ag~e~d "#et~?een the .ra-rti~.5~ 't3~-~€~to that anrr pay_ menus or co~txi'b~.i~tons ~u~"~~.r .rsi~~.3ra~ by C=•~a~` %°-"' '~_~= a~ the ~a~~vs a# 19I~1 fil~dustri;al Ir~~~ranc~ Acct:} or an.y arnenc?^ert :1=ereoi from. the -State ~~f ~~ashaton by vi'-r.~ue "o~f o~ an acc:o~a:~t of ~.r~ of the ~-or~s _g.. ~ * ~ # to ~te • f rc~m ~ ~i~~ ;.~3.~rrfteYi •; •~ ^overed k~~ ~,h~.•~ ~ox~~tr~ c ~, rn:a~. ae ~~;,~~•,z•. ,~ A ,. o r 'raym~r~ ~.~ ~ in~3,d~ ~~~ tla~` Lyon ~rac'-cn ;~ ; i~ °:~t. ~.n , ~.a'.~ ~~ ..•' L?.3~' ,~~~: ~~~ gums su • ~teducted sh~~'i b~ •~.~`~erm'~~e~ ~~ ;apon: ;,~~~;~'.'k~~:~s~~ -~r~~,:~'fi~e t~a~r~ bf' . d •~ a c~a. mo ~a id Eton taz , arse ;~l~a~l • be made upon t'~e p rr~~+~~ "tv,; i. •~'ten c~ r~•~•r aid , d~~me:r~,d. • • ., ., .. • ~ s' • <;,• , of '~tne ~I~gtx~~.~,~. •~rd~.~~r~~c~ ~ornm~.ss~:vn, a•~ric~tice 'of w~:ic~., .~~+der and' •~.erti~x'id` s~a11 b~'•'~s~~ve~t 3zpt~ ~h.e ~a,id C©ntr~.ctox• Zsriox •.:~ ~~a,~.d ~edu~t~ .: > :~ ;~ ~; :.~. It ~s yf~r,~Z~~ ~:g•~e~d;~~~h~:t.`'t1~.e ~ontx~.ctor ~ier~n• nor: and ~~~~cot~tracta - .:,. :.. } ox :~cn„'tractor e~p~~.a3r~~fby• t3iem„ sh~,~.~. l~~e su'~~e'~'~• tp`: ~.e p~i~v~.si•~ris - ~ ~ µ~ off' ,.sa~.~ a~;~, ~.~ ,•c~~,a~v~~&ed; Ord ;~'~~uixPd~, ~:n 5e~t'ion '~~`~ t~,hnr~3~Q~`~ r ,. ~~ ~. t , •. ~ .. ',~XV. ~'~ ~.~` p~~t• ~~r;~ypa~~l.ic ~ol:t~y ~ ~~ th.~ ~~,~~• of `ti'~~.s~xn~tori . ...y -. ;~ t~`!at ~~~~: 'w©r~'.b•~~• eb~•t~~Qt ,o..~^ ~:~,;~ la~c~x' rune ~'cr ~.'~, ~ or ~:riy uolitzca3~•. :~ ~ , i ~ a~t~r' ~h~:13. ~e ^~prf:`cx'~lect• ~.~~#~rax~t.~~,r~ e~. A~ p i ,~ .. 6 ~ T ,i. .zit •ma~~,e tC~~.n' 'e, 3~'i~»~4~)":. ~~~~s, e~,.~Yr, '~x~~ ~~ ~n`,.~~.~ c~~: ~~,~~~t~~d~:n~,a~y t~ ..' °: r ,yy. ,~ (,., y ~,. ~ ... t ~ 7`~~ .'p~~l~.• ~' iJ 9'i Vdn~ U+Lu~.+'iF. 4me~`~4'~t~J.'P~~ ~3.`~~9'~ ~Vaif,.+`p• (~:~.k~sr4. 4~bT~~.i~ea+~,j` E'im~%I'~, ~ - ~ ~ ':J ,. 4,r . ~ ~' . G .. ~~ east #ri: r~t.~f~` e~~e• ~w~.e~r~ ~ ogler ~.~'ba~ .•c~~n''`~.e ~`~~,. •,tA •tak~~~~,~ ~+'~~~ o,~, .thy. ~aY~,b~ ~~r~i~ch~:ha.s-.a~:r'~a~.~ been~em~lor~ed~ fQ~~'~r~g~t ~&:~-~:~~s'rs yin ariy c~~~:er~$~.r i'~: ~~;se..af••trie vivZ~•~ior~ n~ ~» • ~C~.~' ~ ~!~"'~~'.~ie. ~~$'l'.1;'~j ~bTIT3II,S$'~d~1•~~' s~la~'1 ~~~.ro~e ~' ~{{~-~~ T..:: ~,,~ ,~~;~, this `•car~t~°a~:~' ~~%tl~.t~~t ~,~ :~c.e. Pnd ~'~s.~.~:' have ~~~ ,~a.kt tee cr~rlete+~~the •,~ox~ 'i.h•''~'~~ ~#r'~~~~'-r~A~~ded,' i~, .~rti~~.~ .~,~V' he~•et~~ . .. r •., ~ 3~V2. ''~h~'~~4n~Gxa~.;~a.~' ;e.~ree9 to ,e~~aut~ air. ~ ~txrnxs.'~ ;~~ the , r ~ { ~~~~~~ .~~'~='~~=s~~ng~,cs~~t••~;:~Oad ~tnt~ suf~~.ci~ri~ '~~nd z~~ a~ ap~rr~v.e~ SLI~~t~'~ ~t~319~F~~'I;~; ~~•a~tu '.~~~ ~~~c~ '~OT1Cd. ,tc~ '~~ 't~.a,'V'~~7~.Pr,. ,"~,Q.; E? ~~~t~ c~~ ~Ja's~iirs~~~~#''~i~s''.~a~:~~,~,~; ~;.~~,~~. sum. o~''.t~,~'•~'~a1"~~;a~o~E~ ~'it~ y ~b~ ,. ,. L . J s ', ' a ,' tr.'ac.~f "~cdric~~'~~t~a'~~'~~' ~a~e s~a~~, f~:S:tY~':u~~~~.;pe~r~~ :~~.~ f~ p'"qj . •v3s~.~rYa°~ o`f t~r~~ "'~~a~~x"~;~t~ aid ,fux~~~r ,c~rsc~~:=~Sd~rr~ ~;`+~~~a~~~ ~SY . ~ !4! py. iL t/ C~V VV.~~ i~,~v ~'nr ~_ ~i~~z~~~~;~r~`:.~.~~ ~~`bo~~, ~e~c~i~~:~.c~ g ~.u~~ Q *„ k. . ..~~.x -,n~ ~n~:~ ~~e•xia~= ~7.en mod, gill ''~~~~sdk~s °~~rtiio .~~1~,~;~ ,.~ri~~p~S~ :~~~,f~., ~~~`son ~i~ • ~ . ~ .. e ... .. ...aJ. u. . _ . rte.--. _ - __ t_t s .. ~W .~_ ~_ _.._ ._.,r...... - - ....~.~ .. -- .. .._ .. _ _. .. ___.___.. - ._ ...... persona, or sub-contractors, with provisa.ons or supp7.i.es for., the ~^arrying c-n such ~tbrk. If the S`cate H~.g,~~~a.y Coznriiss~.oner shall have reason to 'believe that the security axe said bend: he.s become im- •pa.i.red sitncs the execution hereof, or is inau~':ficient, he may re- qu,re the ocsntraator to furnis'ri other or add:;.tior~al security, XV~t. .The 'Mate of ~"ashi.rgtc~n :.ere"oy proms aes and agrees with t}~e Contractor to enar.iny, ~~^d 3oP~ etnp~-~'y him to provide tie. materia's and to dC~ and cause to be done 'the ~-ork of . ..........~.~..r.,.,-•----r--,..~.-- to ~:c:n~_~i1e;;e a:~d f in,i ~h ~w~i.e same according to the ......_ - _._......,...,_......~._._..,o..w.. drawi~ags acid speci:Fice,~tions and the tez7?"1S and eondtioris herein cor.- cain.ed and ref~r~^ed to, in accord.~~.nce with the schedule of unit or i.~cen.i.?e~? prices 'izereto at~ta~~:"~cu and maae apart hereof, and furthex agrees to e:np7..c;~ h~.m to per.•-~o~.~± e.'-^.y extra ~rork that may be t~~dexed, . as prC.~ aided in 5e*~.ticn ?7. of t:ne S~pe.•~i:.Ficat furs, at. the a,etua~ cost, p~.tzs ten per cen•c ~1 Gf) , wi:aeh c;~s~% s~?.e'! 1 na t include overhead e~-. pP.tw~e Or the use of E'C~liivClerit, and h ~^e'~S~ :;oz~.tracte '~o po.y the sums stipulated. s. tie f~~ime o,nd in the r.•:aanra~:r and kpon the ccndt:,.ons ~:or~•e .sets for~:'n.. The C.on~clactor for hzmse3.f; and for his heirs,. successors, . e~,ecutors, a.rsi~inistr~tors and, ass:~:gns, does hey.°eby agree to the full ~e.rformwnce of all tape cc,•u•e:~a~:ts he~~e:~.a~ con~:a~.ned. ~pon.hys pas°ta X~JZ?1:o I't is i'uw~t~tc.r :~"•aJ'id~C•. t"rict'!r rso l~:abi~.i.ty s?^~all attach ~:,:~ the atate 'ay reU..C:~ c.~i' ec~te~c=~-'gig ~.nto •~:h~:is e:c~n-cract, except as ~s~ecia:~ly provided here ~_:a. - l 0'! .- 1' WITSUBSS WHEREOF,, the said. Contraotox has hereunto set his hand and seal:, and the said State Highway Board of WasY~ing- ton has, pursuant to resolutions duly adapted, caused these presents to be subsc-ribed'by its Chairman and Se:retary, and the.na~e of the ward to be hereunto affixed the day axic~ year' first above wra,tten. ,C.ontractor - .~ . STATE. HIGHWAY BOARD OF WASHxNGTON' ~l~_ ,. .~:.._. It grill furt~zer. ':~e expressly ~greeu betT~reen' thy; Marti es to , the contract that the contract is •rnaa:e subject to the follot:~ing. conditions and stipulations: a; It is understood that intending bidders have examined the ~~ork cowered by these plans and specifications and have satis- Vied thEmselves as to the nature :;.nd intent of the ~-ro~k to be done; contract and specifications to be strictly enforced •in order to obtain a f ini shed and. ~°:~orkmanl i ke job.. In case of ambiguity of expression in the specifications, ors doubt as to the correct interpretation of-the same, the matter shall L.e saabmitted tc the High*vey Comrlissioner, whale decision shall be final. b Any ~~vc~rk or materials that may have been acci~:entally omitted in the description of the ~rorl~, but •J~hich is clearly im•- .. ___. plied? sha7.l be furnished by the contractor the same as i,f it had been specifically stated. "fork sho~-Jn on the plans and not mend oneu .. , in the specif.icaticn.s, anal vice versa, TrJill be done as if shojrJn by both, ~~~hen and where required, . ... c. ?'"nerever the v~ord. ';engineer" is used it refers to the .. _. ._ .. HighTr~ray Commissioner, his chief engineer c.r authorized assistants, by ^,rhorrt all explanations and directions necessary for the satis- factory prasec~.tian and complet%.on of the ~~uork described in these specifications t=Jill be given. d; ?';'herever the t^rord "contractoru is used it refers to and .~ ~ .: means the party .or parties ~Jho sh.e.li have duly entered into con- ... ~ ... tract ~-.~ith the State of "'ashington to perform the ~oxk~ their duly authorized agents or legal, representati~res,, e,. Any rJritten not. ._ ~. ice t© the contractor. ~%~lhich may be requis- :. _ .... ite under these specifications may be served on saiwT contrs.ctar either personally or 'oy .n.ai1,, or 'ay leavi~.4 the sortie at his last knovtrn place of residence. ` ... _ 1•- •. ~} .. ., . ~, J G h . _ i t .. Y.. v.. .:i ~.: ... ..~ .: . ~ '.... .. ~ I ~ ~ ~ f. ~~1] engineer's :maN]~s, r:?O1^ilrx`Un~;S Or at'~.[CE?S ~•'c2all bt? C;~,T"'fiall.y preserved without disturbance unt.'L i~~.;:r:m:is~ion :For Y'::eir rF~r.o~c~,l sha11 be given by the en~ireer ~?~.i ~,..~~~:°~ ~ ....:~:: ~=,a ;r~Yo:~ ';h. L'?.P resetting of stakes than-, haYre ~}~eel~ dE-;~'F;:^:::y~:i;~ ~c;~;. •;:i".'~. ~~:~;.t l;r<~,~;•;-.•;~~- vrill be charged to the contractor and dedui:tec~ t'rr.~r: ~?i-: e.}ti:':.arFa. g. No deviation "from th.e srecifications or detailed. plans will be allowed, unless. a ~°Jritten pe~.~mission shill have bean pre- viousiy obtained from the High~~vay Comr..isaioner. h. '~"z:~.e Highway Com~r~issicner, durint; the prr.gress of the work, mav-, by giving written notice +,u tl~e contractors, alter any of the d~tz.?.~ ~f. r.c~~st~tT^..tinn :.n ~.ny rns.nner that r.1ay be found, exp edient or s4?itwble; such ~.lterations G~~all riot inv~,l?.date *~r~e contract, a~zd. the contractor ~nuct accept and execute tho same as if they were part of the original contract, ar.~d at ~;~~e comple Lion of the tvark an allovJ- a~~ce ~vil~. b~ ?:2ade for, such ~:~lterations, etc. , either, ~'or or against the contractor as the case inay be, end the value of such a~.terations =s t°ri1i. be estimated by the engineer from. the schedule of .rates and prices, attac~ied to t1~e contrr.et, or shnuld itnot apply, the eq.uit- y able amount will be estimated by the engineer. ~~~ :i. It is mutually agreed b~etwee.~ the parties ~a t~^~e contract, tb.at ,to px•event all disput~a and misunde~~stand,in~;s be±cJeen them in ' ,. , relation to any Qf the .stip ulat:ions contained. in these speci~'ica- tions, cr their performance by either of said parties, the.t th.e 'rIighway Commissioner shall be an umpire to decide all ms.tters aril- ing or growing out of said contract between them. j , ~?~.e cantrac for will be l~e1d respons ib~.e for the f~i thful Y ~ y execution of t~1e urark in accordance -with tale specifications. luny defective work. t~~at may be discovered by the engineer or his ap- pointees, before ti7e fin~.1 acceptance, or before final pe.yment shall he.ve `k:een made, s~zall be. removed ~,nd replaced by s°rork and materials \ ~nrhi.ch shall conform- to the spirit of the specif a.c~.tions; she fact that the inspector or other person in charge ,may he:~Te overlooked such. re:fect~ive ti~vo.rk eha~.l not conwtitute e.n acceptance cf the sane. ~~~ t r .~ i ( f .. ~ ~ j '-;. i .~ ~.'y ~ J: i . ~ ~ Y ~> f 1 f C7 i ~. ~ .. i it a t 1 -, ~ } L . .4 'F ~ kY .'+1 ,~ n `{3. - ~ ~ ~_: r r_ ~.T ;•t J r fj {,r ~., . U S.,.l ~ ~,' ~r - S ~ - z., + P ~ .~. i~ } J.}-. f {., . '`- ~ r . ~.~ 3 y: ,f ~ . ~~~i' t7; +, r "'""~~' .~: L i.! .1 .i'i' a c t [ ~ ~ ~.. ^ a -~ t t i'~~ ~ .,~ a ice.«a ~ v.-:.:~.di - ". _ JG k. All w~rk~shal2, be neatly cleaned up on completion accord- ing t'a the engineer's direction, and h' left in a neat and. orderly. condition, ready for use. 1. 'line successful bidder slz~.:~-L ~;r, ~-~ `~:~''r ~:'~e iliglivr~,y CommigsiaYi - er before the contract is awarded -to hire, that he has or will promptly provide suitable. and proper. men and tools and machinery far each of the different kinds of work. m. The contractor shall, fox the same compensation as for other grading, grade a safe, proper and workmanlike connection .with all intersecting public or private roads or drivetrays, accord- ing to the directions of the engineer. n, All material and workmanship shall be of the best of its kind ar class. A11 material which may be rejected shall at once , be removed from the vicinity anal replaced by material of approved quality. o. The contractor shah. dive his personal attention to the faithful prosecution of the ivark, shall not .sublet the same ar s,ny part thereof without the written consent of the Highway Commission- w~, Copies of all sub-contrs.cts .must be filed with the ~Iighway Commissioner. Contractor shall not assign, by power of attorney or otherwise, any of tl~e mone~Ts payable under these specifications. p. tivhenever the contractor is not present on the work, orders will be given to the superintendent or overseer who may have im- mediate charge thereof, and shall be him be received and obeyed. If any person employed on the work shall. appear to be ~.ncompetent, disorderly or unfaithful, he shall, upon the requisition of the engineer, be at once discharged and not again employed upon any part of the work. q. The Highway Commissioner may suspend all ~~~orlc a}~~ ~.r..y o~r all portions of the road for such periods as he may c~eerr~ rtec:rs.o.-" The contractor shall not make any claim or demand for dam-a~;~: ~y reason of such suspensions in the ~.vark, but the period of suc~~. suspension will be excluded in computing; the time limit for tl~e completion of the work. -3- } d.ur..in the praseeni;~.on of the work under these e~eci•£ica'tior'E:s,~ bJ g •reeson of the negl.genee or cs.relessness of ~iimsalf, his agents or employees. s. All work will be measured and paid ,for as set fo:~t~~ in the attached. form of bids. t.. No bid will be considered unless 'prices be given for each item in proposal blank, u. 'the preliminary estimates, the plans, and. the grade and alinement as staked on the ground or shown on profi7.es and maps, are intended to represent the work to be done with regsohable close- ness, but the eortract is not for any specific number of una.ts of any kind, nor for arty specific grade line or alinement. 'v. ~Yiere the improvement follows an .existing traveled road the contractor shall at his own expense keep the road open to traffic or provide suitable detours so that traffic will not be interrupted. w. The bidders' attention is particularly called to sections ne and two of the specifications and also to section three , Chapter 0 • ,. 33 of the Session Laws of 1917, with reference to the burning o refuse timber, b?°~ash and debris from clearing and .grubbing. operation::. ' Board the V3ashing~on Fo~ces~ Fire Association and T?ie Highway ~ ,, , , the State Fire Warden all insist that the statutes cowering the matte:° be strictly enforced, and that the refuse from cleax~ir}g and grubbing on ublic roads 3e properly disposed of ~d the premises be left in P a r_eat and prFSenta~a3e condition. ~y.e proviuions of the specifications and the statutes, therefore. w:~il be strictly enforced. ,• ._ CTr1:idIjA~ SPKCI~`Iv.~.TI7_JS ~(;l2 CO,JCT?~tTC'?'IC~x 0~' `~rt'.AT'_; ROA3?S> 1. CI~~.~.T~'~tG. Mlle right-of-~r~,y ~~~~ill in general be cle~,r,;cl. f;c the ~r~iidt~l of 20 feet on e~.ch side cleared to greater ~~fidthe ~vhez~e o outside of tlZe right-of-tivay shall t~.ans and be paid for at ti~.e same of-gray. The clearing will in x,11 ~?~ tYsc~. engineer. of the center line but ~rai~_:~ be rde~ed by t~:.e engineer. C1Par. in{ be done under tine same specifica- price as clearing Fvi-t~~in the right- cases .conform tb file stakes sat ~~~~tithxn the l~inAs stalled by the l~ngineer and e~cert as hereinaf- ter specified, a~:l tx°ees, brush, .logs and other ~vegetab~.e me,tter sha11 be removed. and burned within the right~of.-~va;~t. TJo stump shall be left in the cleared space with a he~.ght greater than its di~.rneter. Under fills of ~rFOre than ttivo feet the -top o£ stumps shall 'be at least one foot belo~ra grade . Trees designated by the ~^ngineer shall be left standing aid care shall be exercised by the Contractor not to darna~;e such trees in fa11~ ing adjacent timber ar in btxrn.ing. All merchantable timber shah. be -cut into logs of standard lengths and. decked alon~T file edge of the clearing o•r iv3thin the right-~of-way outside of the cl~.rin~, free frorn rubbash and worth- less logs. At such times as the ste.te a~ Gove~r~ment . authorities prohibit burning, ° the refuse from tb.e c3.ee.ring shal~...be p~.1ed along the sides of the right-of-v~ray a.t t?oints ~nrhere its burning ~xrill not damage standing timber, and ~vh~en such µrohibition is remo~red. the piles, of refuse sha11 be burned. Clearing must be carried. on s.nd .completed at Ie.e,st one half mile ahead of the, grading. Clearing. will be paid for by the acre for the area actually c:leax~ed by tine Contractor iM accoxdanoe vrith -.ice tl~.e stakes se$ by t,.:3e Fn~;ineer. 2. G~tU~ :JG. Ali. ,tamps, roots, and. other wood embedded ir~ tl~e grawnd t~V~thin the a:rea,s incluca°d aettveen the slope s•ta.l~es cl a~:t1 excavation of 4 feet or less, and. all fills cf t~"~c eet or les:~ s~1e,11. be removed and burned ~~1i train the r.;.~ht~af-~~vay, At such tir.:es aCs t?ze State or Gcver»merit authorities prohibit 'ou~ni.ng, the xefus~+~ from the grubbing shn.ll be piled along the sidee of the right-of~way at I?oint~ where its burnix~t; ~axl~ not damage standing ti3nber, and when such pxohibi tb~~i ,is removed, t;~e riles of refuse sha,~1 be btarned Grubbirik.; wfll be estim~.ted and paid fnr by t~+e acre for the ~.rea . ~,c tua~.1;~ ~;~albbed by *~2e. Can tT~ac fo r rtvi thin tlae l imi is above spec- ified. 3. Gl~A7~~13G. L?ndcr this head ~.s included a3.1 excavations and erabankme~t~s xec~;aired for the i'~rmation of the roadbed, the digging of "drain di tcl~es and cutting; ne~v char~r~els fob streams , either within or wathout the right~ofw~vay, excav~+tons~ os` ~mbank~nents for bridges and culverts. a,nd file ~;xading of intersecting lii{yhr~~va,~rs and private roads, and ~;radinN; i~~;tv ~,pp.roaches tv~.sn o2~dered 1~~r the Enr inee~r. Grading shall be classified under t,~ze beads of Solid Rack I~~xca- vativn, Lt~ose Rock Excavo.ti4n, a,nd Gammon Exca~ration. ~.+Iateral From barrow pigs sha3;1 be classified under tl~e heads of Loose Rock ~'xcavation and Common ~+~xca,vation. Solid Rock F,xcava.tion ~v~il~ include all rock in masses tha'C Can- not be removed,wit~iout rlrillin~; end blasting and bpulciers conta,~.ning more than one-lzalf cub~.c ya~t~, Loose Rock Excavation trill include detached rock and '~~ulder~ containinF~ one Cubic foot pr more, and less then one-half' cubic ~rard, cemented gravel ~o,nd hard fan. Cemented ~-;r~~.vel is defined as g.ra,vel c~.used to aol~ere b,,r infiltrated ca,lcereous or silicious ma.ttex, or ~;~.. ,~ by tl1e effect of such i.zfiltra•~ion combined "f~ti~~ that of pressure, and whic}Z cannot be loosened by pick~n~; or by plocvin~; with. a 6-horse team. Hard pan. is defined as ~~. mix~;:~re ~s' clzy, sand, pel^1~1~.~ ~.nd small rock, so firmly ccmla~.c .ed +~«~,t ~ t c,~znnat be loosened by pick ins or by ~lotying rvit;l a 6-horse team, Common excavation will include all excav~~.ted material, not included under the heads of Solid Rock Excavation and Loose Rock Exeava tion . Grading, will be paid for by t.•~e cub~.e yax'd o.f exoavation and the price paid ,for excavations, with the additional price paid fax over-hau•~. as hereinafter defined, sh~~3.I be fu31 compensation for excavating the materia.l,hauling into emban3~.e,•nt ox d•i.s~tios~ng of it as directed by the Engineer; and fiMi.shin~; the roadbed .and slopes as hereinafter directed. Grading will be measured in .exca.va.t~..on. I.f the roadbed excavation o-f re~;ulax sections ,does not furnish suffiaaen.t ma.ter:ia2 for- fanning t'~e embankments, tie add.i,tional materia]. xequired ~vil:l .be obtained by widening the roadbed or from excavations ,outside of the roadbed known as borra~~ pits. If a •boxrvt~r pi.t is of necesSi.ty sa irregular in shape as to make an accurs.te mea•suremen.t impos~ibl.e, the ,settled embankment formed i'rom such borrow pit ma~~ be :taken ado ..the .measure of the excavation ~.n t'ze boxra~v pit. The price pa~.d for excav~~,taon ..Shall include ho.uiing ,the.. mater- ial ti~lithin and up to a distance of :f~oux-tiiundred fe~'~. ',1`I1@ excavetion shall be ~~auled to .any distance -that the enF;~.neer may d~.rec t and as compensation for hauling; excavated material .to distarice.s greater tY?.an the specified faux .hundred .•fe,ety .the pT•S..ee given #.n `the. con- +,rao t far overzaul ~^rill b~ .paid ova each .y'aacd .far each one .hundred feet that i t is hau lid ~aeyond , ti~s+~ abrve spec~.•f~.,ed ; ~`r~u~ hundred • fee t. Side slopes shakl be made. as staled 'by the, ezkgi~~~. In case -3- - s ..;, slopes shall Slide into t]ie excavation durir~~; the progress of -~~,.a work, the s3.ide ma.tex~i.ay s:ry~.ry. a~ removved ;zt contrac•~ p.ri~~es ~o;Y cubic yard. In so]_~.c? ..•c~;~; ~;Xc;ar~Y,iCiYl GU'!'i~?~t.;~.~ u1Xe tQ ~U~?,~',~27~; -~ will be reirroved by tr.~.e ~c•rat~-:<ct~?^ at ,.l.s yc~r- ejrnE:rs... ~5iz~tes l;r?~~- ..~u t• at the :^~.'+~y d.x•a~ LLine~ us~,ci i..n exca~t~ation, 07• u.es c °c~,f~°~~ ~_r. -any-ma..nner 1xy tYge. ~c, a~' t.~e Goncr~,ct~~r, sk~al~, be xe-slopr:d,, ;~~.~°a~-lc~ to, -#,he; ,s3Q~re as. stwked. bj; the cdr;tractor ~:t ~zis otvn ~xpen4e. The surface of the roadbed: shall canform'strictly to the fin:~l grades. set b~ the, Fngis~eer, .and shah. be corn; used ofi the best materiel ~bbta.i.rsabl-e: fxom thA ex~:aration. ~o boulders skull. be left ~protrud- ing from., the Sux'facs ~~nci alI stones of ~;reate~r. ~t~.ameter than t~°~o i~rches sh.a11 be removed from the entire surface o: +,~ze roadbed. The m~,terie,ls composing. tie embankments r~rust 'he en tirelj~ im- .perishable, wnd ~vhsrever t.'~e ne.tural surfaceupon which the em?~~;nk- xrccn-t is to be placed is' of such. ~, nature as, in the `op?.n©r~ o: 'ihe Erigi.neer, would. ianp~~.ir ~~e stability or usefulness. of .the surface, • i-.t.-shall be removed to such :~ridth. and derth ws .the engineer may direct, and ;the materials sa .removed, disposed of as ordered. ~'4Vhen- ever tlhe. ~si.t~e of. an -erna~~.r~k~.ment is covered.. z*a~. th snotiv su~'fi.czentYy deep to zmp~air faze utility of the work, the ~~,rre mush be removed -and de,po~ fed beyond the slope 5 takes . - 1"fork of 'this Hato z`e shall a~~ys be at least. ore hundred ~ 100} feet in advance of •:the..embank- ment. Ire- all cases wherever tkae engineer rna~ deem such a course necessary, the cuttings shall:- be rna~e below grade;, and clean: sand, gra~~rel,., 7.oose rack or o:tk~er material deem°d-prover ~'or a roadbed, shah. 'be procured, by,. t:~e coat-ractor, .and ;deposi.ted as the: en~it2,eex nay direct, and .such world shall be ~estianated.-and paid ~'or S.t th.a same. trice per cubic yard as, other .grad ind. All exca~ra•tions sha.li, if required, bs taken or hauled. -into th-e rzeares~t embankment t~ -t,1e extreme. dista~Ce: xequ.ired• bit -the -LjM - ; ,. -. _ ~' engineer. ~.'h(: Urflua ~~e;YGi d L~il?.,~ 7.$ YleC,c^,SS~.?_"~T 'F G' ~`ria.Tn `1;3.^..L ~'!~w%- ~,1t,UOLBS eT!!~c?,.21k1TIeYla..5~ 1S ~`.~ zi..~F k? ~;1_~r;,~OCl C:"•`' :..Tl ~T?CA~}1;Li1~ '~;h0`-.''71t~''.~1~`-- menu LtYl:i~'OrTCll;f alax~; Oyj~ O ~ 't70'::xx SideB . Of %'1P, 3c3~T12 , C; 1" .'+.~' '+:~7 `?'+ rv'~._ tUQSI.tQG~. ~.n wa$te '~``'u.lliv~ ~i: U c'I',.~t'~ddi.°1e, O.C. ?S Va OC ~'?=~i..i~.E:C~ `GO ~'JY'i.r '??".t~.' embankment an t'~e ro2..d to be ~.a~-~~rovec~, :~s the engineer -rn~ay dirrect.. In cases where the r~ao.:~t ~y cf mw Lar~.aZ ta~~er_ from the re~;ule.r rta, ~:_. tngs s~ia~.2 not be ~suffic?.er_t to form the req~,.aisite embankment,. tx2P defzciPncy shall be supplied by taking material from cuttings vrithin or •aithout~ t''xe right-of-~vs.y, at such places as the engineer may direct, ar from an en~.argernent of the regular cuttings, ~,de ec~ua32y or unif'nrmly an one or `~o`wh. sides of t~.e same, and. ~„he sides of the excavation in ai3 cases shall be dressed to such slots "a.s the eng~-Neer may reRuire; provided, that. if the cvntra.c or shale have sloped such excavatic~~s b;~ direc'ti~n o: the engineer before widening fie same, he shah receive for sloping the second tune such comrcnsation as the engineer may deem #'air and reasonable, - Borro~t pits shall be connected with ditches and drained to the nearest natural Qutlet. Side slopes of boi~ro~v p? is on +,h.e ri~ht- of-grey shal3. -be .the same as used in +,~e cxQSS-section of adjoining; . roaclbatt. ~i ber'rn of not less. than six {6} feet in width shall be j ].eft between the ~1ope stakes of the e~ban~ent and tt:e edge of the i, borro~~ pit; and a berm of not Less t,'~an tca'o (2~ feet shal3. be le°t between the outside s~.ope of txte horror pit and the right-of-veay line. The b~:rm must consist of o~igzna3 unbro3s~:n~ ground. In solid rock excavation th.e contractox sham- be required to s ~xcz.vate eight (8) inches ~relovr -the grade ar..d to back-'d`ill with :r~~.i;er~.o,~_ a-~praved b;t the engineer, to #;ri~e grade and crown. `.~l~.ow- ~LZre =~r~.l._I be made to t??e cor.trac Wor, at contract ~,rices °or solid I _L~;^~: excavat`.an and common borrovr, ii ne::essarJ to barrow materiel ~ ~YF ^' tidhenever t1~e ri~;:~t-of-ti'~~.y isy, crossed' by public 'or priva't'e,; - roads, commodious passim; places must be kept open and in safe condition for use; at tale. e~.pense of the contrs.etar; and in passing through farms the contractflr must also kee;~ uN, at his otvn exrense, such temporary fences c,s shall be necessary for {~Ya.e preservation of the crops, end ~~.11 d~naf;es resulting; from a non-cornrliance with t'_ni.s specification tvi11 be charged to the contre.ctor. Contractors, when directed b;t t:~e engineer, s.ia11 de;~;osit on the side of t21e road, or at such convenient roints as may be designated, any stone or rock that tl~~ey may excavate, and if in so~ dome;, they shall deaosit ma.teri~.l required for enzbanlcrnent, the additional number of cubic yards di e,~ca.vt~ztion required in form- ing such embankment tivill be alloyed and. paid f©r, All -stone or ~ rock excavated and de;~osited as abovey together with wll timber removed from the line of the ro~~d, shall be the ; roperty of the State, and the contractor will be held responsible for its safe ~ keening; until rer~zoved by pro;~er authority, or until the contract is completed, 4. HA1~Z) PLACED RZPRAP: Sha11 consist of s.tane of dimensions as nearly rect~.ngular a.s possible, sixty (FC) per cent' of which shall have a volume not less t'i~.n one (l) cubic foot. Zt shall be laid down by hand on Nrepared slo; es of such embankment as may be designated, and to such thickness a.s may be ordered by the engineer. Ri;arap shall be started at' +,;he toe of tzle embankment by digging a trench -and pl~.cing; a course of the largest stones therein. As far as pxacticable, t'_~e c~ize of tl~e stone shall de- crease fra~-n tie bottom' to the top of t'ne riprap. Each stone :Mall be sa placed that it sha11 .rest an the slope of the emba$~kment, and not ~a'zo fly on t~•ie stone be loti~r , and i t steall be thoroughly hamme re d or dirven in*o its ;lace. .The outer Face of al3 hand placed riprap -6- o-~ ". !.' j w ~.. "' • 9 ~ ~ r s . 1'. ". :Y~ ~ G .'c.;',~ t7 ;% °: G, i ~ mot; : ~ ~7'~L' ~,T C '. !J .'.. ' T. T ~1?a y. G x shall be made as smooth as the shape and size of the. stone will permit. 1'h;e contract price per cubic yard raf riprap Zvi 11 .include furnishing of stone by the contractor.. wherever material fo~~ ri,prap is taken from a cut on the road, no overhaul shall be al- l.awed; and if by reason of appropriating such rock for riprap purposes, or slope wall or masonry as hereafter provided fox, a shortage of material far embankment purposes results, the contractor shall place amount of embankment equivalent to volume of stone used in ripxap or slope wall or masonry, at his own expense. 5. SLOPE 1vALL: Slope wolf snE~.ll DS GUMS T, S"Lt c: GGU. cz ~ wl iA l,11 places as may •be required by the engineer. No stone less than six {S) inches in thickness or less than one {1} cubic :foot in volume shall be used in the body of the wall , although smaller stones may be used to fill the interstices. All stone shall be Laid flat and ~n its natural bed. Proper care shall be exercised to secure band, and correct proportion of headers and stretchers. General dimensions of slope wall sha~.l be such that with the sum of the front and rear batters equal to two (2) inches in twelve (12) inches, the width of the base shall not be less than one- tYi~.rd { if 3 } of t_he height. In • ~^o case shall the width of the top be less than eighteen {~~} inches. Z:n.e bottom course of slope wall shell be laid in a specially pre- . , pared trench. Contract price for slope wall Y~ill include the furnish- ino of stone. Slope wall will be estimated as .the volume contained within the lines of the plans furnished by the engineer. 6. RUBBLE 11P~ASpNRY: All rubble .masonry, comprising bxidge e,b~xtments, vertical. and `uttered walls and culverts, etc. , shall be laid in Portland cement rt~ortar composed of one (1) part cement and *~wo {2} parts sand, materials to conform to standards as adopted ~~~ :. i~ ~+ - o-r "~u ust 16th., I.909, by the American society foi~ Testing; I~2at~rzals. Sand a.nd cement shall be :nixed t,~~oro~.~rh~-y c~~'y by tu~`n ink t"rich shovel in a mortar bnx, before ;zdriing; rate='", ~:vilic~~. sha?.1 be c~.one mh ~raduwlly to avoid washin; the eerxaent av~ra.y rom ~,.he sand. e quantities oi' mortar made at eaen batch shah. be no greater. than will be used in thirty (30) minutes t~,fter beginninh to max with water. Tf mort~'~x has begun to set before usinfi, it shall not be re-tempered but sb.all be throt~:m at~ra:,r• S"tone used ~.n masonry shall be clean, °ound, fls.t bedded s Lane . Selected stone sh:~ll be used at all ankles , end of ~rralls~ and coping. Not more ~,~~an one fourth (1/4) of the stone shah. be less than one (l } foot thicl~, ~.nd no stone shall be less than six (6) inches thick or have abed area less than one (1) square foot. All stones used in the lace shah'- have a length equal to at least t«o and one-half (2-1,~2) times the rise, and a tridth of at least nine (9). inches. Headers shall form at least one-fourt:~. (1/4) of th.e mall, and when gall is le;~s than t1~.ree (3) feet in thickness , headers shall extend through. Fond of all stones in face, heart and Lack :,hall be e.t least se.~ (6) inches; o.nd jo~.n~..s, both horiwontal and `Terticwl, shall avera;e not more thsn ore . (1 } inch . ~~alls shall be leveled up d.coursed longitudinally. at Fvery three (3) feet in I1ei~ ht. A11 nr< <~valls s?zall be finis>hed ~~it'~1 co~.ing of selected stone, rubble maso ,~ lees t11~.n six (6) :;.nc~~~:s t;lick, ~,v~11 sc~uo.red on 3cints, beds and not faces. upon coznplet~.oY~~of ~:tone Z~rork, all masonry ^~.a~-1 ~""' pointed with a mortar composed of one (1) Hart :i'ortland cement :rid one (l) Part s:~nd . Contract ~~rice .for ~=ubbl.e maso~~ry ~°rill a.ncludo i:urnishing of stone and ?7faterials. ?~;.~btle mo.~c,~'arf ti~ril:~. be estimated as the axo.3.ume included beti~TEyeri the lines of the ;~~l~ns ;-~" f~.krnza?rtec~ by the engineer. ..~_ f _ .- 7. CQi~CRT~'PE. Concrete ?'~t.:.:l.'~ com;~.~^ise first-clo.ss concrete, second-class concrete and 1~.,•.'~:"1. : =.:•on~crete. First»cle.ss concrete shall be mt3xed in the rxoport.~~~x~s of one t ~.) x s.rt Portland cement, two ~2) parts send, foux (4; Tar. is broken stone cr ~ raver Second- Class cancrete sha3.l be muted in tale proport~.on of .one (1} part Portland cement, three ~3) parts sand, five ~5) pmts broken s~tarie ter gravel,. Rubble concrete will consist of second class concrete in me.es ~ttia~~ in which Ie.r~;e rock, are embedded, each rock being ent,3.r~xl.~r surrounded by the cancrete and separated at 3.ee.st six inches from ea~rh~ather and from the face of the forms. In mixing cancrete one tI,) barrel of cement shah. be taken as equivalent to three and eight tenths ~ 3.8 ~ cubic feet. Cement shall be Poxtiand Cement of a brand appmoved by the Highway Gvmmissioner, conformin in all ~vaJs to the specifications ad.opteti ~iugust pith, 3.939, by the American Society for Testing . Materials. each shirrrcent s:xall be subject to a Ai~;~-d inspection and samples shall be t<3:sen by the engineer, at once on delivery, from at least every tenth barrel, and forwarded to the Y~ightvatr Car.~missioner. Provision shall be made by the Contrs.ctor for storing cement in a dry place, eac:~ shipment and car lot being ;~to-red separately. And cement which has been rejected or dan2ayed in storing, sha31 be immedie.teiy xemoved. from the wor2t at the expense a~' the contractor. Sand tt,Ya,ll be clean and ~oa.xse, or a mixture of coarse and fine grains c.-ith the coarse gxa~.rs predominating, free from. clay, 3.oam, sticks, .organic matter and etiie.r impurities. Bra'~en stone s:zall consist ~++ pieces of hard and durable rock and shall be free from soil, sand ar dust. Sine shall be such that it will pass throagh a two. and one-half ~~~-1~2} inch ring s.nd be »9» ~, ~,.. <~ :cnsta7;ne~. on a one-•Yizlf (~) inch "ring, and •%:~ell ;r~~:.ea 'yet':~~een 1i~..its :....: to seou~'e ~., k::inu~l;u.i Gf voi,,.s, ("r^Jel Shall w`e COZfpOSew Gf Cleari ~Oeti~~~.ie5, l"2e r0f StiC~~ c^~,n~. otnex f oreian r::atter, o.nd coxitai~~ing nG 'clay ox ot3aer r~~aterials a~ahering to the peb'ales in such quantity th~~t it cannot be lightly yillLtSileu. ofx s.~rith the hand or xer~~oved b~, dipping in ~~atex, It Ss.ic~ll be screened to rers~ove the sane, and be of such a size that parti- ~l~s 'Till pass through ~ t~YO and one--half (2~ i inch zing any: be retaa.ned on a ane-half (1/2) inch ring, and tz~ell grade. bet~"een lir=Zi.ts so as to secure a r:~inuri.~arz of vaiws. Cra•~ei shall 'oe ~?~shed if required 'oy the engineer. I+~IXIa~Ca: App~`ove~. r~ai_xing nachimery r:ay be used, Hand nixing shall be dor_e as fol~.o~~s: fih4 Contractor sha11 pro- vide ~{ater-tight platforz::s, of an anprcved size o.n~. form. fihe sand and cer ent, each in its :roper proparticn, shall be thoroughly r~.ixed d;.y, enough ~~re~ter shall then ~e e.d~.ed t© ~:=~+ke a Mastic mortar. After tike a:.4.itar h2s been brought to the rro~er cGnSistencr~, the broken ~tOT'i2, ~2:'~1.n,~ prey i~usly ~eP.r"i d'renchew "~i ~i1 ''r~?,`~,"Ci, shall 'oe c:,d~.e= . fii.c^ ~;=c a5 Sha.ll ti'7lc''.T'i be ~tl;.i:ne•.1' "~~ith S'1CVe1S c~.t )..2c.St t't?;:ee (j) ~~-+=eS~ ~~:i:.ing r.or2 ^~.ter fxori ti,~~e tG ti'.°e, until the r:ixture is p l~:stic ,:.ne~. ~..~as ~__~ue:. the ..1G'''S of the t~::per. ~~. The co~lc ~,ete th-.zs ~:.x.ep~,.:~e~. shah. tit -~.erGSite_ in the for~~s in 1:.r21~~0:."+i. 1~:~ 2i:~,, Of ~U.C'fl ~111G'l.:n°Sn tY~:wt It Cc>r'a ~~t3 1I3Cr:.~"'0::c:.te.. ,r l.'G'fl •G iav One ~re~'iG":: Siy lc'.id. Tt S'.'1::.~.1 vt,,''~G CG:f1V e'~f:' at1~ t':lc;,ve:_ ti1c:.. ~f'+ ~-•11ere si?all be :~1o distinct sea a:~~._tion o~ the dif ~'e:~ ent ing-~'e:.ients. c~- ._~.Gi1 ...-;, c-_ S'_~c.l.i .~8 tc.T'C,.,,A`.. ''it:n ~:"Gn--;APO":c tc.::~w _i':`" .;c.:~S "'.'Wi`~`~''1i1 ii0t iC~N ti1c.':t7. a~ r;('~.t ~:c';;_n:.... ~'ilc fctiCE3.> ::,`.a1~1St t':18 fO:ii."~S ~-s:::.ll i_ 'ell ~1~-.'_e:k. 'co give ~ ~::~.oGt:r e~-en surface. ;hen fors .xe re~:oT~e~.. A11 .:ta-r ~~n GGncre~e ~~~e~l? be ,~;sa;;_ ~~hile ~~ wh any,: ~e~cre it '1'i initial bf3t, a~T'iyr Y='.OZ'twi O:C CGnCiet2 t`1~t i?aS I,cti~en s,n 1.217.tic:.? 8e'G '10- mall. be re«oved from tl~e miring boaxds, and not used in the work. '?o re-tempering of mortar or concrete shall be al~.avred. In joining new cancretc to old, ar to concrete t:••~at has already set, precaution shall be taken to secure a exfect bonding by clean- ing, washinb and roughening the work alre~ dy zn place, and by a sprinkling of neat cement liberally over the off. faces. All forms s:~.all be eet true to the linea desi~;natec~, and the interior shape and dimensions shall be such that the finished concrete sha.11 coincide exactly ~~rith ~„he ;Mane of the tructure. I~''o concrete shall be poured until. the forms have been checked by the en~;ineex. la'orms shall be built with sarfaced lumber, and shall. be ailed, if required by the engineer. ~'alse~.vork, centers or forms sha"s ]. not be ~emaved until t~rritten consent of engineer to such removal is obtained. After removal of forms, all concrete shall. Shaw a smooth, dense :'ace. The xequired finish she'll ~~e obteined by the use of a float ;nd water and rubbing down irregularities in the fact. Ito plastering ~f any surface will be alto;^~ed. Any cancretc ~~h ich i€; pcxrou^~ or ~r~hiCh has been plastered shall be removed at the expense c+f the cpnw tractor. The top surface of structures shall be formed of rrlortar of the Same proportions and of the same quality of cement anti sand as that °~hich forms the matr. ix of the concrete , and shall be finished by .i.~tting 'off the exec^s ~.~~ith e. stra•inht ede and rubbing the surface ~.ntil smooth. Concrete shall now be laid in running zn~ater; nor shall it'`be laid ..n still water,' nor exposed to t~~e action 4f water before it is set, :kept !vith special written permission of the engineer; and then, ~.n such a manner, and witkz the use of such spacial equipment ae the -~ l l ~:ngineer shall direct. Concrete s~xall iaot be laid in frePZin~; weather witl~.out special ~aerm~s.~ion :~,nc~ spPCial instructions from the ~:.ngineer. In hot weat~ier, conic:x~'te sh~.il be cr~rered ~xait':. canvas, grass, c-veec'..s or ot'~.erwise protect~:d. :z'xo~r. t,~e sun., an:? sha~.:~.. 'Ne ~:je:t u.oc~rn Wlntil tha rou ;ixly set, • Concrete t~vill be paid for at tr1e contras;, pr?ce fo;c the variatas classes of concrete, payment being; made fox *~kze :actu~.l volume con- tai.ned ~srithiii the Linea of tl~ie ~nlaris furnished brr the engineer, Contract ~ ~ rt , price will in~.lude furnishing a"s.l rnaterialw for concrete, and a].l material and labor incidc:rtal to construction of forms, driving sheep; piling, eonstruction of cr~fferc'.azms, d.iveruion of streams, and the like. All exca~ra,ta.on far foundation pits trril:L be allowed and es~*imatvd as exca•;ratzo.z, as sit forth :irx ~,a,r~:~~;raJ:lx 3 of these sreeif.cations. 8, ~TRTJCi'URAL S1"~LL_ SJiAI'~~; J';xcept a.s otlxervaise ;provided by these specif:~ee.tions, structur~.l steel s:iapes sri=j.ll be medium steel, ~~,dP 'oy the acid or. basic open hearth process, ar~d shah. be uniform, in characters ~in:ished materit~l shall be clean, smooth, straight, true to shape, of ~vorkraanl.ike finiph a.nd free ~'rorn defects, fracture must sazcy> ~. uixifora fins grain of a blue st°ew gray color, entirely Free frc;m a fier;~ lustre or a blaeYi:~az c~~,at. I-beams and structural ;~lxapes shall be thorou~;l~ly cle~.ned of .~~.1 loose sc~,we, ruet o.rid dirt be~~are x~;oin~ into the evorkg if rot nratected b;~ concrete, contr~a,ct ;rice p~;r pound of steel shall ine].ude -tiainting--tvao coats of stande.rd l~i~;mente and linseed oil. 9,~ REII~T~'O~:CI1~G ~AI~~S: .411 stee~. useU. in reinforced concrete stixal~. be cold twisted or corrugated, of ciime,~sions as sho~~~n on plan. ;'tiiey shall have an ultimate tensi~.e strength of 55,000 to 70,000 ,wounds per square inch, s•nd an elastic limit of not less there one,- ~ia~.f of tl.e u~?timate strength. -1~.. Bars shall be tYioroughl~' cleaned and free from 3 aint and rust scale before e;oin~ into the. :~rork. Steel rods used for reinforced cone.^ete ,~Ti1.Z be paid for a~t the, unit price .named in the contract y~ex pol.znd. o•f steel iri place and tiRrill include bending, placinf; ~~.nd x,11 ot:~.er incidental work. , lb, EXPANI~P,D T:. l;;~panded metal shall be used where called for on. t'ne plans, ar~d shall be of ~rtrei~;S~.t and sire of mash as indicated thereon. Tdiaterial shall be medium steel. I.~rice per •squaxe foot o` . expanded metal will include all necessary "bending, cutting and placing ll. PZPB RAIL: The pipe for pipe railing :hall be standard one and one-half (l-1/2) incT~ ~:aro~z~ht ixon pi?;,e, smooth and round, ,~~ll fittings and connections shall be of 'the "sphesyical" type .Price per linee,l foot of. pipe gill include furnishing of posts and fittings, vast iron foot pieces, and. trvo coats of linseed. oil paint, as shown on plans. 12.• T~S~~.u~R,~]1D PL~~LJK: All .timbex and plank in culverts, tr~^stle =•^rork, brid~,e ~,butrnents~, and pile bridges shill be of goad quality Nv. e 1 co~r~mon fir or cedar, as the engineer m~~y direc t, free from shakes, wanes, black and unsound knots and all decay, and shall be me~.sured by tine LOGO feet bo<.~.rd merz sure ~ ,and trl ~~rice per lbOO °t, board meq.sure shall be understood to cover the expense of all labor. Hewed timber may be subs tituterT for sawed timber, subject to the approval of the engineer, and shall be of cross ;section erTual to that r Allvw- as sho~~n for ss.t;;ed timber in plans, exclusive o~ sap or crane. ~,nce will be made per ?,~. s~. TJi. for hewed timber in accordance with dimensions shown on plans. for tTie sawed timber it re~±laees, at contract price. per TJi. 3. i>~. for timber and plank in place. Guard rail on and around culverts shall be estimated by the •l3- x r" ~.. f4a• ~gj~~ li..zee.r foot of guard rail in place, and the contract price per lix3ear foot shall include all necessary digging; and back-iillin~; for fasts, on embankment and at end of bridges, and paiiztinC, posts and rails ~~rith t~vo .coats of ~~hite lead ar?d cai?., All timber structures s~zall be bui?.t in cor~farr,^.ity ~nrith plans to be #'urnished by the engineer. 13, P?;~S ter PILE DRIV•I~vG. Piles, •u~thethex in foundations, txestle ~vory~ nr i~iZe bric~.f;es, shall be stxagl~it, af' good, sound quality, first growth , winter cut fir or ced~.~r, ~,s t~'~e engineer shall designate, ;iot less than eight (8} inehe~ in diameter at t'~e cmallex ertd and not less than 12~' at the butt end, aiid ai' such ~.engths as the engineer may require. ihev shall be measured by tho l:inet~,r font of ter they are driven arch c,.z t off to rece~. re fi;hA superstructure , and the price ~~er linear foot sh~+ll be understood to cover the expense of driving, cutting off, remnviz•ag the bar?; Exam the part abavp the ground, and all other labpr and material required in the performance of the wor'~; beat that portion o~' each pile cut off shall be estimated and ;oaid for by tre linear foot =~,s 41~ila.ng cut a~'f," Piles stall be driven to such 1en~;ths {-end to such Nenetrati~n n.s the engineer may rewire. ~1?.l piles: sha13. UA capped, or ringee~ ~urin~; d~~i~-:ing to prevent broarr~:ing, if re~.itxired by the engineer. 14, c",k7~?311~C~. ~ Timber cribb?reg sha.11 be built os" sound, st~'aight lags of the best kind of timber at hand. the bark shall be peeled from to s bei"care placing:; them in the e; a.bbirig. ~rylhexe cxibbing, is .laced ot•3 eaxth foundation, tree 1cr~rJer cazxrsE of logs shall be laid upon r~iudsi?.?.s, ~Trhzch shall not :be less than three (~ } i'ee t in lent, tai., ~,nd t~aae lve (12 } inches thick , tivi th a t~'re 1ve (1.2} inch face, and ple.ced not mare than eight (~1) feet apart and sunk. in the ground so that the top of sill shall be ?.eve 1 ~:;ii th the solid around. The lower course of logs shall be Hatched so that the -l4- a ~ ice; ~~ w 5 ~ ~!, 4 ~ ..M S ~. flat surface shall rest upon each sill and shall be drift-bolted with three-fourths {3f4} inch drift bolts, extending at leant six (6) inches into the sill. The top course of logs shall be bolted to the course below at intervals of eight (8) feet with three-fourths (3/4) inch drift bolts, which Shall extend at least ten (10) inches into the second . log. Cribbing shall be built of logs ~?ot less than sixteen (16) feet in length, and twelye~(12) inches in diameter at the smaller end, and each course of logs shell break joints with the adjs,cent c~urses~. The crib logs shall be held in place by tie logs 1s.id between each course at intervals of not more ths,n .eight (8 } feet and at right angles with the face of the cribbing, extending toward the center of the read, and of such length ~.~ may b'e necessary to securely bald the cribblags in place. The tie logs shall not be less than eight (8) inches in diam- eter, shall extend thrpugh the crib timber four {4) inches clear of the outside of the eri;b, and es.ch tie timber ~~rhere the crib timber res'cs upon it shall have a bevel cut to fit a corresponding cut in thn rri'a timber, so that the crib timber resting upon it shall bes,r t~rc~'r; the cri"b timber beneath and there shall be six (6) inches of clear ,vood on ee,ch tie timber between the bevel cuts, s,nd they shall be ~.e~~ i.nto the crib timbers not less that three (3} inches. Cribbing wi11 be estimated by the linear foot of logs in place, incl;~din~ tie logs, and the contract price shall include the furnish- ing end ;.;'a.c_n}~ of drift bolts, and all "incident excavation. 15. ^C~L~:i.:~ G'.i'~"'.'ERS. Cobble gutters will consist of rounded "hard Heads" car ~~i~.te7~--~~v~;,rr~ boulders. Suitable quarry stone may be substituted, mhey sl~e.ll be fvi~r (41 to eight (8) inches in diameter, and shall be set ~rrith "the longest dimension vertical, in a sand ..~,5- r~., mot, stoner s,h~.L1]: bo mlLe la~~e., cu5'~.ion, and 'oe ~^rell bedded and xa~::~Yer.~.. ~., ~ected rinc'. set along, t,.1e edE;es, of t'~e ~;a~t,te.r. atoz"ie sllala. b,e ., e i r r ~, ,LYYd r r. , ~ ^^ ~, cL.3 d 7 ' i7 t tr ], trylL i:.~..'7`a (. ~ ~ ;L T'~ ~ ~: t J. F`i , a i E' r -~ f Ce ~ ~~.'.i. x •.. k :'~: ,. ~l. n; (? ~:u ttt'r w.'za1.l re LLI~' 1-` ~ :i.1Yi.E3 by s~~~~-~..C'Cl tV0r1crilen, U~in t`..~ + ~n be tlLOrou hly ~rcutcd to z^ritxiin one~h~~.lf (,•i 2 } .inch of t=1" t,~~ ,h . art :i'c~"' t 1.~,nd f the cob`~1e ~~i ~~ a cerzent rnorta:~" cam,4~os,ed of o~~e (-~) ~ ~, . r ~+ ~l t t e ~' `~ "~r i~ ~- b e , (art's cler~.n d~.nc~.. „o.,ble fir, esment a,,~Ya three 3) 1. tared^.I'C~ ~;1,ELxls . l~.ce as ~~l.otian c~:r esti.~r~tod. by t'.~e sr~uare yaa~d in p r. ~. a 1~elo~°~ r,~Lnd. .. a.1.Ie.~ , E; tC . , C~orktrs.ct price ~~aill incZrade all ex.c.rLVation, t~.e :`'in.isY~ed surface oi' +,11e ;utter. ~ -i C;.L'~f;d oil tiers shall be a•3 end.. 16. CCad(~n~+~'I`'"ry Gt~T`i~"~.r Cns1Gr~•te ~~;u } ~~ ~ formed. tc~ dimensions . Concrete s,a•al:~- be mixed. ~;;~e s t~,nd.a.rd ,1.~ nos , ,~x.•~,;; s ~n.d, :end .n t:~.e ~ropert~.ona of one (1) 1?art cement, t~1~:~~~:e ~3) Z, .,. rarts s•~t,re~~.te. %Ar~,teri~.l:~ ;~'Zall car.f'orm to t'~e st:~mrlards ~Pive (~) r -~do~oted r~~a~;"ast ].61~~t 19u~3, b;~r the ;'~Yiorican ~oui.et~r for Te:~ti-n~~> r be ~ r~~,mmed , t'•n t ~ 'L -~ ch.~~i.~_ ~~Eil ~CJt:+ril`kC;, ~~{Jr'iCre +,e .+_ ~:~Laterials. Purir.F; ;~• aicl for c,. ~.:al be 1: l , "~` `P ~:~~cnc.ie to ~'~tt~~a: ~.~ ~r..oi tar flu;;3~?es an t..ze s.zr:.ac~ ~~ ~-he :~c~uare ;~arcl in ~~yace , ~,;; iY-kel`~ca.teC~ on l;lans . Cron tra.C;t nr, ice ~,T ~ - gutter. e:, ~~eilZ include all vxc~~.vatirrk bFs~.o•~a the= sar~`~,co of t':la; fini:~l~.e„ c~ b r~17, p~~CU~ w% Z'orou>a til ;.•ia7.1 be :La:~.d cahexs xo~,t~l~e ._ Y "'•'" ,. Tr (4} inched be~.ow '' e d f o'u :~^ the en,;irYeet•. ~. trerxch rhs:Zl be e-r>a~i,a+, .~ ~, wl1 points, tznd baek~fi~.?ed to ~;~"ade line ,~rith clean grade o~. the u t .. e ends of the tilo ~~ha1-~ lie 7.aid :i.n clr,so contact, covwrod. gra rel. Th a strip of ~rrith a ;piece of bur].~p t~w.~elve (1»') inci;.es „urzxe, o~ by • r • inches ,ride ~~,nc3 lori~.;; enour'.~k to v~rr~.~ one anc? one••half ~?'l~ r la jJ a 1X (O } q.t i1~.1 ~' . ( ~ } times.aroui.d the ~~i,r~e; ~:,- 1 ~- i .!. ~. e r7. Zvi t1~. ~, ra vP l , trench car~^y2?1~; the ~ il~~ ;;'•1~' 1:L ~,hec. be bacl~-f . ~,~Ye ~ r, r'llf to„1ped. Contract ra 1_~? r•1L `,P.'". ac1~- ~ "LI',t~~. L'.1():. -U;,. or ot;~.er suitable avail~.~U ~,ncl ,rice er fapt of tz?G sl~,s.l1. ix:olud-e d:it~,~:;int~ rend back-fi~.ll.n~, ~•Zl incid.entrx.~s~ _l~. _ ~ a. r.,iSJ" ~~• VITI~I~'1F1~ t1La'I FIPE. Vitrified file pipe shall be double streng,+„b,, salt F:lazed, se~r~er pipe, free from all defects impairing z is s trend; th. A trench s~•all be excavated to grade and :t.ine , ~~s given by the engineer,ox to one (1} feat bel.at~r ~yrade, of re:luired, s.nd bacl~ filled with gravel or other a.ps~roti~ed material, and tamped to grade to insure ~.nfunyaelding foundation. Ps.rtieula.r attentian shall be .raid to excavating for the be11s of the title, to prevent the bell., from'bear,ing on the foundation. Tale shalt be land ~~rith t:ie bell end upwstre~,;.z, and all. joints shall be cemented «ritli ~'ortland cement ~norte,r mixed in tl7e prapo.rtions of one (~.} part cement and tvvo (2} >>arts sand. Back-fill shall be tharough~.3r tamped as it progresses, "`aying particular attention to joints. Tile will be raid fax at t'Ze cantr~~.et ,.rice l,er linear foat in place, including furnishing l:ipe, cementing; joints and back-filling; excavation will be estimated and-allowed at contr~~,-ct price per cubic yard. 19. Cpl~?Cl~ ,,~ Qoncrete pipe must be dense, srn.ooth and free .from any imperfection that ~.vauld impair the stren~;th~ It shall be mixed i,~ the proportions of one (l) pant Portland cement, tU~Ta (2 ) .;darts sand and ane and cne-half (1-1/~ } parts clean pea ~s~avel ; car one (1 } part Portland cement and three (3) parts of l,roperl;;r {traded sand, re.n~,in~; in size Pram one-he,lf (l; 2) inch dotiun to ane hundred (1 OQ) mesh to the inc2 , tho couglzly mixed and tamped into fo rrns . ;Material shah. conform to t1~e standards adopted August 16th, 1J09, by the American Societ;~ for Testing T~2aterials. thickness of pipe shall not bb less than that shown in the follawin~; table of dimensions: znside Diameter. Thickness. . 12 inches ~ inches 18 " ~ fi ~~ Fs 2-~~4 't 3 0 " ~ rr 3 6 ~~ 3 ~,1~4 ,~ 42 ~~ 3_1/2 „ 48 " 4 " ' ~17- 1FC S laved type in ~eir_farcement sha7-~- be triangular mesh oi' aA~' ' ' ~.ccarry.~ance z~ri.th t''!e follotining .table of ~-=eigh is pe.~ cclua:^e foot i;i~___~-_ T~~ular "ttieinfor~ce, '..n';zt . 12 inches ~~o reinforc:Prr.ent• ~~ ~inisnum wei€ht .30 S~bs• per sq. ft• 7.II u ;i , 40 ~~ ri it ci `~' ~ " ;, n ~a ~~ f' 4 2 "' ~ s E' ~oint.~ of tY~e reinforced concrete pipe s~~~s,ll Le o:~ the lock joint type, or' butt type, !with positi're cann~:ctian bet=,,reen sections of pipe. Faints shall be tYic,ro~a~hly :.^~~1ed ~~ith a mortar compared rand. of one (l) part lortland c~~rl~:nt and one (l) part ench shall be dui; to the lines s.nd one (~.) foot be:~e=~•~ the A tr grade given by the engineer, if so oxdered, and back~fillPd trait~1 Travel ox suitable material an~i thardagh~-y tamped to give an un -yielding foundation. .~.fter the pipe is placed, the trench shall v:;e back-filled rvitl~ gravel or other suitab~-e ''~~aterial, and tharough`!~y tamped as back-filling pro+;resaes. S~~ecial attentiot: ,hal:L tae given to tamping points. Concrete pipe ~;r~.1~.. be paid fax wt contract pr~-ce per linear bank-filling and loot, including furnishing; pipe, ce~.s^exi-t:ing join t5, •n Fxcavs.tion ~~ri11 be alloy~~ed a* tle contract price per cubic -~a.mp z g ~•'wrd 20. T~~`~ ~,~~5~. Te~.foid base shall. be cori~poaed of stone (l0 inches `vide , six (Cj to e~,~~t (8) ~.nc?~.e deep, four (~) to ten ) and six 6) to f if tee~'j (l~ } incise s ? ang . E~,cl~. stone sha17_ be set by ( _,_~z:. .,. ~ -~ ~ ~ - ~~ ~ Y„ hand ~7ertically, upon its broa.de.st ed.~e, e..tendiri~ Ien~thtFri:~e, in courses across t'ne roac'x, breaking jo rzts ~~ri th adjacen* courses, ar~d sQ laid as to for~~fi a close and f~.rr3~ pazrement. These stones shall be bound arzd wedged b,- iaZSertin~ stones of i:roper sues ~~.nd silc~:p@5 into 'ihe ,paces and dri~in~; then in tnrith a ~~edge. X111 projecting points sha2.l be b?°oken off sn= that no:~e shall be less than six (6} inches from the f inisried surface of the ro~.d~asy. This base shall then be raZled ;b~ith a ten-ton rol3.er, if rer~uired, until all the stories are firr~~. Ill' depressions stall be, filled ,~rith stone chips and rolled, and the unc~~le r~~.se left. firm anc~ e~ren. Telford bo,se sha' 1 be eti ti.~~~a ted at contract firice per cubic ye.rd, ~Jhen ordered by the enginaer. 22. F€~RC:~ ~~SC(?J~.~~T. ?3o ford; acco~:znt hil3s ~~uill be a11oE~aec~, unless upon v+~ritten order, sig~sed bar the {ii~;h~.ray Cc~3rtmissionPr, or Chief En;ineer, or. Principa? ~.ssistant r,n~;ir?eEr, prior to p~°rfc~~- an~e of ~~~ork, Fr.•rce ~~,ecou~±t ~.voak trill be paid for at the a.etual cost, plus ,ten per cent (1t7~`a j ; no charge sha7,l be ms.dP for {„he ~ use of equipment ar o~,~erhpac~ expense. The .amount and cost of such extra?. ~~3ork shall. be ccmputed by the State Ni~h~.ray Comrn.issionEr and .the a:mo?~~:~+ ce°rtified to by him shall be final and conclusi~re and binding aeon the Contractor. Sills fox ;n~.teri~.~. ,~.nd. vupplies incUrr~d in This c~_ass of ~~vork will be allo~~ved tc~ cont:~~actor upon. rece;.~`t of original receipted bills, appro~red by the en`i~zeer and s.ttr~.ck3ed to statement of labor. _lg_ .. -- .. .~ ~ . 2m~nedi~.tely an advances of ~ep~a~t~~ g~ a€~- _- 1 material.,_ ~.1-1 ruts and inequa3it:ies in the subgrade shall bs _',y-° 2eve~.ed .and filled by dragging, the subgrade smith a tog drag or - other device approved by tY>e highway commissioner. Any exista.ng ruts in- the. subg~°ade v~rhich cch-~ain .storm 1~.ater shall bs drained as far, as possible in advance of t'ne dragging above specified. Tf the surfacing matF~xia•1 is to be hauled ever the subgrade, the contractor- sha'l cons-car,ti~r kelp the subgr.Gda surface in good repair, drain-ng all xuts arid. shapi~~g~ thu subgrade by dragging or other. means. as may be zaund necessary ir, order that the hauling may tend't:o, oompact a21d bu~.ld up a firm dubgrade. In case the hauli~tg:3s. Bane- over: surfacing ~riaterial already deposited, the surface sha3.1 'oe drag.ged as of•ven as may ire directed by the Highv~ay Comrnis$ loner, : f 21 ing up a~.l ruts that may be caussd by the hauling in eudh-.a,~ray .ae to compact the surfacing material already: laid as. much as p®ssib~.e w T.he quality of the gravel too be used for surfacing shall. be approval lsy the highway Commis icner e.nd sr.al~i contain such a per-- centage of clay or other binding materia? as ma~~ be directed by the Highway Cor~misc~ioner. A sme.l~. percen•tsg~ c>f sand ar c3.ay wi11. be a3.lowed.with the gravel, but if, in she cpin.ion of the Highway Commissione., ~ mere is an excess of ;=txc'~? finp :~ater:~al, such excess shall ;be.scresned out and `wasted. 1~~~ne of the pebbles composing the surfacing material shal3. exceEd ~r~.e a-~d ana-~ha? ~ {1} inches in their 3argest di.meneions, and if any ?.arg;r s;i~nes are deposited- upon the .road,they sha11. be removed 7`~'1~~efro:~ by .the Contractor"at his own. ~~tpezase.. .Any .stones exceeding, tv~o {~} inches in their largest di~nenetins which are found upon the subgrade in advance af~ depositing .the' surfacing material shell be xemaved by the Contxactob~ and the coot of removing same shal'J. be i2lclud.ec: in the pxice bid per cubf.c Y~~, of surfacing materia?. iri piece.: T'.he surfaci2g inat~ erial eh~:;Il be,.depasited upon the read to the amount, width, and Cross-section Shawn ix2 the accompany i:ng ;;able, profile ox cross- section. Thy, spreading -shall be dor~P s•s -soon. e.s the surfacing rr~at~• • erial .i.s d~.unped and the material. sh~E.i be u2:i:iormly distributed. The intent of these. s~,ecificata.cr..s is to provide a firm a2~d . well-dxaine~,subgrade and a gran°el surface that; wi33. -pack a,,uckly - and firm].,y under traffic and will nit contain ar~na~ing hwramocks ~ - - or Iaxge,~ stones. , . - I~t is ~ especially agreed that +he ~~n~z:nt of gravel to be placed 0n the roadway may be incrve.sed ox decreased at the option of the ~'ighway Commissi~bner, as the conditions may require, and the actual amount of gravel- p~rced wi~,t be paid for at theeprice~ .` bid per cubic `yard, ~. -- ~ - ~ - ~;la~ or°~other suita?~ie binding material. shall be added in sucrd quantities as may be directed by t~1e Highway Commissioner, so that the surfacing material s~sl2 pack firmly under traffic, and the price bid per cttbic .~-ard of gravel in place shall. include the cast of p3.a~cin~ suci2 cl~.y ox binding material. The gravel vrill be paid for by the cubic-yard in place, meas.. ured ©n the trucks and ~~agons at the pit or bunkers. If.hauled .upon the ~t~~d ~~ scrapers, the gravel will be paid for by the cubic yard of g~ave3. in, place, measurez~ent to be made upon the basis of .the a~era~;e number of cubic yards by wagon or truck measurement, . ---required to surface 1q0 `lineal feet of the sarr~e width and depth oi' eusface e~hen hauled upon the road bvith wagons or trucks . The Contrector shall ascertain for himself as to the locality fry which acceptable ~s~:c-i'~.;~`,~~-.::a-s:~;~I~•c~.,~°•he obtained. ~3~~7 .- Gravel} , r., erg -r. ~^ r- '". ~.= ;a.' PP.OPOSAL !I TO THE STATE HIGHWAY I30ARD, OLYMPIA, ~PASHITOI~ ,. Gentlemen: The undexsigned hereby certif that ~ha examined the location of the Cly~,pic Highway, Clallam County line to Cracker Lake, in Jefferson County, from Station. ~-lC+JC t4 Stc,tion 63~tJ7.Q, and ha_ read and thoroughly understand the Plans, s~ecificati©ns and con' tract governing the ~rc~rk embraced in this improvement, and the method by ~rhich payment ~~rill be made for said work, and hereby pro~ose_ to undertake and complete the ;pork em~oraced in this im;~rovement, or a,s much thereof a8 can be completed with ti_e money avs,ilable, in accordance Frith the said plans, specifications and contract and the follaw3.ng schedule of rates and prices:. Common Excavation, including haul of ~F©0 ft. Per Cu, Yd. n n n Solid Rock " n a n « n -- n n n _ _ l~ommcn Borr o~c Overhaul on any of the ~ ,, n above materials Per each 100 ft. - Per Acre Clearing, n M Grubbing, -- Riprap, hand placed, Per Cu. Yd. -- n n n Concrete, 1st Class n s~ n Concrete, 2d Class Reinforcing steel bars in place Per Lb. Reix~f. Concrete pi;~e, in place, 1$" diameter Per Lin. Ft. - 2~n n n n n - a n a n n Ott n n n n n n " n n Per Cu. Y'd. - Gr~vel Surfacing, in place ... ., ,_ _ ~~~, ~.w .. .:. ... w-. Attached hereto is certified check fdr Dollars {~~ _ },.payable to the State Txeasurer~ of Washington,, .his am~ur~t being five peg cent. (5~) of the total- bld, based upoff tYie ap~roxarriate estimate of quantities at the above rice: Dated a t - __ th ;a ; .. day o f - ,191 Address of-Badder; (Princ~.pal place of busanesse) (If Bidders are co-partners, or incorporated company, so state,giv- ing farm name which business is transe~cted. ) ~3~ '_ ~ _ '. _ w _~lo~e~4:1 ' _ _ _ _ _ ProFile C~rode~ _ ~ _,_ :~ 6" ¢~ ~.4 7" -~ 1 12" ~` ~ ~ ,.o. ~ ~ a 7" v~ _ ~~~ r ~i ~ i ~ ~ ~~~ ~ ~ ~ /~ ~~ ~.2.~ (~~ r~, ~ ~ ~ .I t,` '} } 1 ~ ~, ii r. 1 ". j~t ~. 1,: C 0.a. i ~,un .~ rt~f #,~, ~~. ~~~~. ~' •L~ A n t r .. (~ a~~p5p ~I ~.t ~ ~ . ~. ~:s14 k ~',u.~lYdfl - _ , _ ~,~ ' .,