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HomeMy WebLinkAbout#227 Permanent Highway #7STATE OF WASHINGTON ~ r" HIGHWAY DEPARTMENT OLYMPIA i ~, ~ ~ * ~~t I3ti~ti Bue.rd o f ~crunt~ Cp~is s~ s1~e re ~~~tsrssn Ca~t~'. ~.~c~rt ~ae~d, t3sah~.n~tani ~~t~~amen sp+~s~i~3.Qatlc~~is for the I h~vs et h~.nd thc~ al~xte i~p~rver~en~ of ~ref'~+~~~an. Cpt~~ pent H~b~'~~ ~s• 7 ~vh~ah ent an Fsbru~r~ 1G, 7.9, ~~b,~e0t mere ~~?~rsa8d b~ -this dam s fvt~:de be ink ~d ~v~ i ~~ f Q~ th1.~ ~ark~- these ~ls~,s ana spe ~ioat~on~ ire r~snbm~tts~ far ~p~rav al Leith the ~aro~ri~it~n ~~ardin~ pe~ent hi~~~a~ ~~t C17.'~i~~.'~-~td ~iA e~~~~@T~3t)3~~~ii.11t"~'f ~i~.t WhiCSh fitxt ~34t ~'~~.~.~tb~.~ ~.Il c~msh o~ri~ to de3.lnt ta~ss. `7ith th~.~ s~.nu~ ire=tad 9€~ th€.t the a~xtt tos mazy ~ao~r the e~.~t etr~tu~ ~~ ~~ ^~ar this ~rc~ rh t ~~ a plt~x~ ~xzd s~,~ ai ~~.a ~.t ipus she Tiere7o~t a~~:~~~ oV@d ~:nd ~ ^~I'~x~ved. set ~.~ be5. rt~tux'~ed tp spur v©t~~~ angineer ur~~.~r sepa~re,te n0Y'81'r '~e~y trul~r y~u~s ~`g~rH Stlltte ~i#,~2iw~~i~~~~ '. i ~ty~ E J ®i ~i efia-~~~ ' iX STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA `~~t+r 1~ s ~4~~~ ~~~~~ t"t~a~~~ orb ~ ,, ~~~~ ~~~~~t ~~~~ ~ ~~ ~~ ~ +~ ohs ~'~~ i+~~l ~ ~~~~ ~«~. ~ a ~r~~~ ~t~ ~~`~ ~4~.~~+~~ 'Erb ~~ Li~~ ~~ ~-Y~-8Z1"~• ,~'~~ ,~4~' ~ ~'• STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA ~F3 ~ ~.~ • ~~~~~~ t ~'® ~t ~.a tr~a$ r~~~lnt#.~n a~ ~1'i3t~Y b~a~`d prt~vi~g ~1-Y11~ 6?~rD' ~4 u~~~R/ fVi:l~ WµU.~L l+l.~® ~A~ V~YI~~k~ww 1+1 b.[1 rA ~~F~~ii+s #j,~~'~~i~ ~~e~i V+~4L~t~ YT3- L? -.^.E`~',~`~~.~a1. f31. 1+~~ ~i ~~i~ rV~~t~ ~we~'~ ~KA~~ t~e~~r ~ ~~ ~ ~p1l,v "t~~~~.d ~~ a:prc~x~-~~~.~ ;~~itt~ 8*~d ~ run~a:~ t}~en~t~ ~a~~e~r~.~ ~ ~,.~t~.~a® ~~ ~p~ra.rt~'~~ ~.~ ~ll~~ t~cHs~rd ~h~~ reap ~2~tiaz~ iii ~~arx~~~' ~~~ ~~QV~~ ~.~~ ,~~Q f.~~ra~~t ~3.1~. ~~ ~~. ~.~ ~~z° ~il~~ ~. ~~~fex~~c~~ ~©~ x ;~r~~_x~ent .7 ~ ~~ . ~i.U~ V~ J'r7$ ~~ ~ Q~~t ~- ~~l~ ~S• ~RY~.id q':; STATE OF WASHINGTON HIGHWAY DEPARTMENT. OLYMPIA T3~c~. 16, 192~a ~u~:~tt~p ~effer~on G cunt I'tf~t Tq.sExzct, ~'~~~;~ii~~tc~n ~~~~,r ~ ir: `~'}~i:~ :~s ~d~ a~vi.ee that the ~,bq'V'e ~.ra~a~nv«~i~~:°:~+ ra~~ m~o~t~t~ by this ~.Q~mrtrr~ent on i'~~Y~mbc„^ ~'t~i~ 1.a~6. .~e~,Lr t ru ~y vc~urg , ,; . ~oc7ver >~i:e.te iti~h~Y€~ ,~n~~.neer By G ~ o . T . I',<tsQ try J ~~`H As Bt . ;~ t ai. e ~Y~v~r . `:~:~~.~~~. ~~: er J`: G: ~K ~sQ County ~n~r. ~.~.. .,~..-._ z _.__ ~ ~ _.. 'f STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA Sept. 17, 1926 , 1 d Auditor Jefferson County Port Townsend; ~~ashington - ~; z ,;; Per. Hwy. i ~~ , ,~: `. ' ' Dear Sir.. ~Je are returning herewith eontraat ;r~. for the improvement of- Jefferson County T'errnanent Highway 7 with the following omissions noted; ~ ~~~. Date of contract -Page B-1 ~~ idame of Contractor - Bade B-1 Date for completion - B-2 _~ Contract pricy 8 B-2 ~'" '~ Kindly fill in these items and return.: r 3 to this office. ~ j~, .~, Very t rtzly yours , ~i4 J. !V. Hoover ,•, State 1'~ighway ~nginesr By ~i~~~'G ~~l Geo . ~' . r~cCoy J'~tH/ Asst.State Hwy.~ngines ~`y~G~1Il~K . ~n.e. ~ ; -. ~ ~ -. f~., F k STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA ®pt~ Z4, 1926 lnditor d~~Fer~ox~ ~ ovnt,~ Bert ~oend, ~tashington Per. Hazy. I~Ia, 7 aeFFer~on C Qt~ty ,. dear S 3.r, ~_ Vie acknoavledge r®aeipt of a®rti~'ied aQpy a~ the contrast, plans and spa~iFicxa~tions For the above impr~v~nenb Very truly your, State Highway Engix~ee By -'~~'~~ '/ Geo. ~. ~ef30y / ~.sst.~ta~ts Hwy.Engin~ts~r ~.~;~ STATE OF WASHINGTO HIGHWAY DEPARTMENT- , OLYMPIA Dec. 6, 1S~G ~:~~r . S . ~ditaara.s C ount~r :~~lgi~~~er t. Toyrnsend, '~~n. ' Per. F~vey. 7 Dear Sir: ~~i.ndly execute the e_ZClosed cer- tificate of completion in connection ~iaith the above improvement, in accordance v°rith our ~~revious litter, in order that cae may issue a letter of accep to-ice as requested in your letter of December 3rd, directed to ~.`r. Davis .our district engineer. 'd~ r~ trv_ly yowls , J7~ ,/_ ~sst.State _~.-~;T.=}~~~ineer J~~/Iu. ~~ZC . J. !~. ~?oover State ~ri~•htva~~ ~,z~ineer ~ y~ ~~ ~~ s~G~ C-eo . l . i.'~cC oy • To tie Mate ~~.ghwa,~r r.,nainQer.,. Olympa:a, Washin~;~on.. I hereby •'certzfy that the ~rrork bn the .... ...,••q•OG Of,a .e<•e.....e.ee•.Road,•Per~anent Hi~htiva,y ~30.~ •ee•..,.•.... e, '{g!q.gq•na.q.~t q,... q.~ounty,. has be~n~compl.eted ~y~the Can- ~+~~~+ t or , ee e o a o e e e~ e• s a•• e s e e e e o 0 0 o e e• o a e q.•• o o e o o s••• o e e., iz2 aceQrdance ~°:ith the pl~.ns •an.d spec ifa.ea'cions ur~dex which the contract zvo.s awarded, ~ e.~1d that there has been no chen.e or r~od~.fic~.t2on v~Thwtsoever• 3.n saa.d plans and spec ifica-~ions, or deviation -from sw::~e ~.n thy, execution cf the vvor~;, • exee~t such as have been t~~.1.y authorized by ~eso~,~:tion of the Board of County Coinr:2issioners, transmitted to ~.nd a~.pxoved by the State Hi~h,vay Bn~ineer, and public reccrd .Made thoreof. 0 0• e< o o e o 0 0 o e o o e o c s cr e e CauntynEngineer¢• Sub s c r i~a e d and svvo rn t o before :~~e th i ti .._.~_~._________ day of A. D. 19. ;.a e o s .• .• e e e o e o o c s c e e o e e e e e o~ Notary Bubl~.c residing at g 0 0• 6• 0 0 o C. O O 0 0 0 0 0 ;. - ~ - OFFICE OF COUNTY ENGINEER ~.. OF JEFFERSON COUNTY SCHUYLER B. EDWARDS COV NTY ENGINEER PORT TOWNSEND. WASHINGTON.- vbex 9, x.926, 192- aloud ~e ~ Q~r~~~~.a$~$ ~tf ta~~tl~ticrn +~~ P®r~e~~ ~~hrv~~ ~~:. ~' ~n ~'~f ~'~r~o~ Csu~#~, ?3u~.1~ ~~ 3~, ~`~ doh. ~xx ~t~h8g ~xr fll~~, ~~~ ar~~ix~3. d~er'~~.~~~~Co bey ~,~~e~r~o.~~I~ pl ~~: ~~:~ ~3.1~~ i~~~a~a-d ~~' being ~~ ~QU~ ~ff~.~+~ ~r~e v~r~ ~zu1Y, ~QUn~y ~gin~~. ~TE OF WASHINGTON S HIGHWAY DEPARTMENT OLYMPIA June 17, 1926. ~ffr. S. ~. Edwards, County Engineer, Port Townsend, Washington. Dear Sir: In response to your telephone request vie have searched our files for the county's copy of the approved plans and specifications for Permanent Highway No. 7 and find that it was inadverdently placed in our files instead of being forwarded to you. I etn enclosing the approved copy herewith for your files. Very truly yours, J. 9Y . HOOVER State Highway Eng' e y H. G. Porak wag office Engineer. H GP : EB ~~~~'x~~~ ~~1~n~~' 19CSUYLER B, EDWARD35 COIINTY gNGIIVBER PORT TOWN$END~ WA$H.~ ~~Q~~~ ~~g~~~~ • ~.~, gig. ~~ ~lse-reg Ig . ~7 ~ 11.3 . ~~ f~r~tb'~i 7.7~ a~a . ~ 12~. ~3 ~~~ . t3xt1. iE?Q ®. r. ~ ~3 , 99 cam. C~~.. Pipe ~gl ~'~. ~ l.a~ i ~.l+ll~~Y~L ~,~ Pxi+~~s. ~3 . ~~ ~,~~,~~ ~.~3 v.99 1 • Q~ t9. ®.o~ ~.•9~ 9~~3.19 ~,~~o. 99• 3~~•19 ~~~~r~~ QfV~~iqq/ .1i/ti~~i i~.F...fs fi: l~ y~^ ~ ~~~~ Ja~!'Yers~~ 6# ~~~e~l Fib ~ ~ , i9~~i ;~ U ~~;dels4 Cam. ~~te~i, d~u~y ~., 1Q$6 a~gt~e~t ln~era~~ far 1~~ ~~6 ~a~a~f~a~ ~ra~n ~f~~4x '~~~ai.~le 3~'~d I Chi. ~3, ~~~ lei ~b '~t~t2 Ca~1~ A'~'~ila~ls +~ 1, ~9~e ~~~~~ ~+~~~t~~a ~~ Qc~u~~y ~®r a~~a~~. a~~~~~c~M~~ ~e~oc~ ~at~. &up~nd~tuxe~ ~3~~~.p8 ~~6~.p0 ~g~e ~~r~~ 3~~.1, ~$ t~L~4~'~Ifl: ~'~~.~.4-~ Hsl~noe flue Q~- t~c~~t'~~~t 1~,46~.~4 ~'~~ ~bligs~~one 1tI,44$.?4 1Q,,!~~~,~7, 4 ~4xAL 1~xp~x~..4rd or Qb1Sg~~efl 1~.,A81.94 11.Q~~,.94 ~#~H ~3,~,A'I~~ V~'4~L~€~A'.~~ J.i~F. 1., 1~-~4 194.~~ P~t~ +~nm~let~d dur#.~tg 1Q~8: ~~~#~ri~,~ ~fmr~. ~$tim~tt. ~E~47.~8 ~~~~~x~~~ ~~~~~~ s3CHIIYI.SR B. SDWARD~ COIINTY SNGINSER FORT TOWNSEND~ WA$H.~ ~~~r~ 14, T926. sta~~ ~~gh~.y Fn~~.~~~~, 41y~pis,, ~~b:irtgton. Ds~r fir :~. - i The folloariug is ohs a~ti~te of xhs oo~t Ei:f cone~rustiog of P~rm~-usn~ Aigk~,y loo. 7 iu Jefferaan Cn~~y: ~~: - ~l~e.risg 15~~ rtic~. ~ li5 ~Z$~~.a~j -" ~,L;',~,- Qs~ab~iag 7 «7g ao . ~ ~3t~ ~. . ~4 , ~~ ' lac . ao~Qa ~ 120 yds . ~? 4~~ ~~b3.20 ~xo . o~.var ~: IOi3 Ards . ~ ~ . ~~ ,~ 4, ~C~ . nC} ~.1 ~~~orsL~ oul~ror~C ~ 1 f~. i2'~ p1~ia ~ j'~ 3~fl.it? ' ~ ~ - Gravel surface 39~ Ada . ~ ~5$ 33~~ • ~#Q ~- `~ Ovsr~ul 1604fl ids ~ Q~jy~ `- ~`~ ~~. 0.15 _~~', `~. rya ~,~~ Respootfull~ auk~Fnittecl, ~ ~r~ ~ t3ou~ty ~nginse~r. ~l s 1`~' . - OFFICE OF COUNTY ENG'1NEER OF ,., JEFFERSQN COUNTY SCHUYLER B. EDWARDS - - COUNTY ENGINEER - PORT TOWNSEND, WASHING"~ON.- 192_. ~~~i~~~ of t~„~nti~ie~~. _ P~~; t~v, .7. aa~r~.~~, ~.~ X60 ~axss ~ ~a~~. oo ~ 19~~ :00 t~rubbia~ ~ , g ~3 ~a:r+o~ ~ ~~. j©. DO ~~7~. ~o ~Crina~o~n, 8 j~Q ode . ~ :~1.7d 3~~~ . 08 Ai~tch~,ng~ Qta2vex~, 20o yd~: ~ X1.40 100.00 'Cu~vlr~., ;:pain opna. Apo' ..~f 2C" ~ 1.1© ,• ~3o,D0 4o~r~~~, 1QQ© yde ~ a•41 70.00 Y - ~ ~ j - - / R ~~ ~ ~~ ~ ~~ ~'~~ .Y l _ - / - ~ ~ 1 t' ' ~ - ~~'~ j,~ ~t , ' ~1~ - ~ / - ~ ~f I ~ . , ~ , 4 ~' ' ~ ` ~ / f:~~. _ :1 ~' i ~:. J~~~~~' ~~t~ ~~~~(~~ ' ~CHUYLER B. EDWARDS COiJNTY ENGYNEER PORT TOWNSEND~ WA$H.~ ~'Qbrtia='y' ~~` ~ 196. ~" 9~r'- Pla~a~ base base apgro~red for they construatioa of Para~aant ~ighr~ay $o. 7 ~a 3effarson County aad r-a ar+a nox a~$~[ia~ for right of ,gay far t . P.H. '~a. ~ ataste at the iatereaation of $te Raad ~fl. -aad. ~eyfa~~ Cut Off, aad ruse a~,cag the Qaat~sr Qf the Lay~as .chit cuff uatill it ~aets the Taa~saad ChiC3atrt Load. Frog its iataxeovtiaa Frith the Tortx~-sond Chimaoum load it oontinuera trai$ht to sx- iat~r~saotioa ~itb th® I~aac~ae Road, from xhaaQa it c~urvas and aoaaea~e ~+ith the Town aid Chm~-c Rosd a~ the tog of the X111 Wouth of 2~tnr~tons. Thi `road is tp ba wilt to ~tatQ Spaaifi€~atiaus and the plea is to eventually p~:v~ it. Wa aonsid®s this a groat ~.n~rovvna~t to s~d~oiai~ p~cagar~F. blam3c Waives is anolosed aad xe ash that you pisses si6a it and return at your earliest c~onvauie~oo. Yours vary truiy, ~. B. gdearde Couaty E~g~aaer. Re: R.H. No. 7. Letter of Enc. to accompany Road VCaivers. ' ~1 / ~ r ~' ~ ~~ a ~' ~ ~ ~~ ~ ~~ - ~~ HER ~ 2®00 WILSHIRE BOU LEV'/~~tD ~~ OS ANGELES L~ //// .~ ~ ~(r ~ //i ~/1 ~ ~ i ~~~ ------ %~ ors /~ ;'' ~~~~~~ ~ ~~~~ /f ~i`f /// / ~~ a ~ Z ~ HERSHEY ARMS 28 LS R SOUL ARD i S A GELE ~~ v / ~ ~ , ~ ~ i~i~ ~` ,~ ~~8 ~~~~ ~~ ~~ /~ -~ i f f/~ ((~~ ~ ~ V kl~ ./~'~i//'~ HERSHEY A~ 2800 WILSHIRE BO YARD LOS ANGE ~-~ ~~w ~/'~ 1 ~, ~~;~,~~ iy~~ ~ n 1 ~ ~~ ...ear---°"""".~-~ - ._..-.~..M.~..~.m. C ~~~VTY ENGINEER ~... _ OF JEFFERSON COUNTY SCHUYLER B. EDWARDS COUNTY ENGINEER PORT TOWNSEND, WASHINGTON.- _. .._____ -_ Lot 3 Sec. 3 - 29 - 1 W. A.C. Dunn 71S State Life I31dg, Indianapolis, Ind. S~ SE SF: SW Sec 3~+ ~ 30 ~ 1 W. ___ Edith V:. Purington, Everett, Wn. 1317 Rucker Ave. 192 v S~".' SE SVt' Sec 34 - ~~0 - 1 V`~!, :bra I-I . C . '_~fcCorm:~ck, '/ ~\ Port Townsend, Wn. -~ V 1 1 i t- E ?~ ac . S~ SV~ SW' Sec 3~+ - 30 -- 1 W . W . ~ . Ferrier, V . 2716 Hellegas Ave., Berkeley, Calif. E1 NE SW 8W Ed Sims, Port Townsend, w'n. t4i2 NF S'>~ SW' Jefferson County. NW SW SV~' W.L. Clark X12 -- 1 th. St. T.W. Wa;hin ton, D.C. 7 ~ c ! ry - ~ 1 W. ~.~. ELDRIDGE Port Townsend Wn. v iJW ,,W sec 3~+ ~0 , ,. SF4 ec 33 -- 30 - 1 V47, Drew Inv . Co, %~ Puget dill, walker Bldg. , Seattle Pin. v Jackson Estate Co., Inc., ~~ 261IE Eaat Pine St. Seattle, Wn. N~ sW4 sec 33 - 30 ~ l w. ;~ --~---c~•~~ n n n I~ n -_ :alias Edith Delanty, Port Townsend, Ih'n. V harry Brown, Port Townsend, V-'n. ~" ~/ `:~ i w ~ _>t OFFICE OF COUNTY ENGINEER OF JEFFERSON COUNTY SCHUYLER B. EDWARDS COUNTY ENGINEER PORT TOWNSEND, WASHINGTON.-_______ _________-_________- 192__ Chalmers 2nd Add To Irondale. Lot 14 Block 21. Va'm. L. Linds:~y, Gen. Del., Hollywood, Calif. (untill :arch 1926. ) Ceattle address, 1714 Vda,rren Ave. ~ /',='' Lot 1~ ~31ock 17 ti'Vm. L. Lindsay. " " " 1/ LOt 19 B1oCk 17 n n rr n rr n :\ ,r Lot 16 Block to ,~ J " ~7 " 16 19 " 16 ., 15 '- 16 " l~ " 16 Henry ~ScY~.~., 332 VE . 7th Ot . Ruahvilla, Ind. G. C. Richwine, 24 ~. 9th St. Noblesville, Ind. -- rr .. ., .. rr .. Jefferson County. h .. Lot lj Block 13 Jefferson County '~ " 16 " 13 T+;.T?. Calkins, ~unkak~~a, Ill. ~ .. 17 ., 13 rr .. .. .. . " 1 t3 " 13 n n n n I?aaaian Garden Tracts. J Lot 1 Block 1 Carrie Riel, 340 ~ 4th tit. Bremerton, VJn. ~ ~ OFFICE OF COUNTY ENGINEER OF JEFFERSON COUNTY SCHUYLER B. EDWARDS COUNTY ENGINEER PORT TOWNSEND, WASHINGTON Seventh Ave. A crs Tracts. Tract 9~ (now Tax '~o. 6 of ec 3 ~ 2g ~ 1 u'. ) August Nagle, of Chi macum. " ~7 John Nagle, of Chima cum. J ~ " 93 rc, F. Lussier, Poxt Townsend, VCn. J n 94 ,. ,~ .. .. ~~ ~~ ~ ~ ,t J ~5 , n n 90 n n .. .. J `~ " 92 (1M1'egt 140 ft. ) Joe. Shelden, Roslyn, dash. " 140 G.H. Vickery, 120.-- E. 5bth. St., Seattle, Wn. J „ 14l n ,- ,- n ,~ n ,~ .. " 142 Jefferson County. n 143 n n n ~ ( ~~~ V J n ~ n . `~ n -, J " ~ n n n 144 (E, r,) Charlie Jorgenson, 525 Belmont Ave N, Seattle. 151 152 l53 151+ l60 l 6l l62 B. Hollingsworth, Peru, Iowa n n ~~ n n n n n ,~ ~~ ,~ ~~ n n ,1 n n n n Lena A. Davis, 7715. ~ 33rd. St. N.V~. Seattle, Vun. ~- y 192____._ ...+.~ _r y.:.. y.. _. __~~~~_ _. __ ___ Y4t~~~ V~~p ~xu3.~r, ~~ ;: Co~n~y ~~~~~~~. LONG.. DISTANCE pND LOCAL '.i BELL PHONE, MA,{N 47$6 '~ T18-?19 State Life Bidg. ~~dianapoCiS,It2d.auly x,1926. ', ~.B.Edwards, 'C ottnty Lng ine er , Port Towns end., V~ash. Dear Sir.- T am enclosing herewith two right of way waivers .for right o~ wsy,over an undivided half interest in Zoe ~ 3, Tes<p.29 ~f, B. 1 ~. 9P; Bd. sign®d by myself, ae an oaEner of und. half interest. The Qver~ waiver iss signed by the Trus~ees~ 9f the Ensley estate, s3p~r®ved. by the court dodge. These waivers are late in resss;ching yot~t because of the superfls~us amount of red tape connected with getting the Court's approvs~l ~'or Eneley estate interest. -These waivers we are-signing and sending only with the d~.stinet understanding and agreement, that"there is to be no asses.~ment, or expense made against ~~t property fore the cost of building the: road".". Thin is as per your letters to me, of Feb 18th. 196, and your letter ~areh 6th, 1926. I~i>i}ldly acknowledge receipt of waivers. Yours very truly, `~ if~/~( ~~ ~/ Jg ~ . l G ~". ~ . i ,~~~ 4 - ~~(t. f~; .~y.t _ ' - ~_, b . ~1~C,~ ~a 1~~~ • A . G . 1~UnA, - ~1~ State Lift ~].t~. . ~~ ~•: I~dia~pt~l~a, I~~4. ~1~:7C Sir.M ~:' In r®~ly td ~r~u letter` of ~ea.x~ri 3rc1. I ara ancalo~tng i~er~~rith were sigY~t of gay ~aivar~ #'or right of stay -over an ~xm~ivic~ad ha-xf ntereaat ~z~i ~.ct ~ ~, ~~~. 29 ~• R. l 9~. ~.~. {3ne ~y n~ eiad ~y you aid the others bar Cdr. ~nelay, the: ez~set of, tb~~ ru~d~ uri~.l ao~a out s~f ta~eaa ghat axa ,,;. nQW in tlie` $8.~fda flf 'phi Tx'4~i8lLtl*!!~ i~.X1d. th4tirtE° ;till die t~C1 ~$~~JI~~iA'18iit ode ~gsix~et sny property for 'the cost of the ros-rl. -. I',~ ie our opi~i~on that: , it v~Yll lava: lf~tlee o;. ~v efffat~L ,f, on::`f~ture fi.~sere~, '~CLtr~ vl;Pjt '~~L11,~~ S.B'. ~3war~s, E3~ugtp Bnginaer . by`: J.H. 8t~oztg. ' Asa't. ;: ~:.5- ~ ~ July, 1~, 3.926. fix. A. Q. Duns 71~ - 719 ~ta'~e Life Hld,~. , Zmaia;~.pvliws Ind. Dear 3iY:- Zn raply to pour letter of July gth. I wish to at~]c~owledg® re cteipt of the two read right of ~.g waitrerec s® grated by ynure~lf apd the En~ley ~etate. Yvur~.gory truly, S. B. Edwartiss Cau~tty E~tgine~r , by s .~. R. ~trt~tigs Assiet~sg'~. Seattle,Wn.,February 20,1926.. Mr•~•B.~d~lards,County Engineer, Jefferson County Attention J•H•Stong,Asst. Port Townsend,Wn. Dear Sir: I am in receipt of a waiver from your office asking me to grant a right of way across Tract No.162 of the SFVenth Avenue Acre Tracts of Irondale. Also a circular letter giving a general explanation oi' this road. As I have not been in that section for many years I have no idea how this road would af'f'ect my property. V~ill you kindly send me a pencil- diagram showing how it will cut through this particular tree t~ It i s a small tract and it i s possible ~th~s~ad may n through it in such a wsy as to practically confiscate ,the 1 and it• It^does not seem to have much value as i t is ar~d I azn disposed to grant .the request, if possible. Thanking you in advance for this and arty :additional information, I am, Yours very truly, GU ~~/~ 7'715 33rd Ave . N. ~. Seattle, Wn. - _ - -,~.~ ate, i . ~- ~ - ~. { ~71~ _ :~~_~:. Ave . ffi .1~. $~~~~®., I?ear 1~3,~~ ~~i~ :- la ~aeW+~r ~o g±our ia~;airg re~rdg~~ the 1©va~~tioa ; q~ ,P®r~.at ~~b~g ~o: ~ ib xola~io~ ~o 'F~rsct 1+6~ fl~ -the ~v~a~b , 1~vasua Avre ~!~c:~Bs of Tac~a2Q. .. -. 1 ~-il3 c~ra~r b~elv~r ~ a~c~tc3b o~ the Tai aid- tba goad. ~t 1~ ~rr~+o ~t tb~ ~rapQrty is m+ot cf ~tctb vala® . aorr aaad rr~ ~+~1 . ~bQ-t tbo imprv~~r~-r~~ ~~ .th+~ a~M ~v~-d gill be a gr~ b~aip ~o t ~rr~p~r~g. `` ~- t ', Trus'~1Ag bat: tbi~ X111 supply h+~ ae®dod ia~Qr- fit. matlon, ire big to area~igt. , ~ Yr~ur~ very truly, S. 8. Edrd~, ,; Ca~A~Cy ~a~;.ix~ear. '~ , ~,. ~; ' bar : J . ~I Stroag: ~-#d ~ fir. ~1'tg'. _ .~ . Y.~ _ , ?: ~j' / ~~ / oft ~.w,-~~ -~. o~ ~ ~// a ~ /~f , ~~~ z~~~~ ~.~ , %i~ i~ ~ ~ ~~ ~ ~ L~`~ ~~~, Lau.-~s~J ~/ G~ ~.. ~~ ,~ ~__.-- ~~~~~~~ ""' /'flg.'~1GL94,G~ V 6~.i977~ ~2~, 3/. ~lL~-tdd~ ~P/LGGf ~f~~/LGL ~ ~ ~~+~ {a ~" O ~~ ,Q ~~ ~. 6 ~ ~ ~~ ~c~ ,~~ ~~~~ , i ,,,~~ s- - `~ ~~r ~ ~ .~'Ei' l ~ r ~ ~~~ ~LPG~~ ~'~' . ~ ~ ~ ~~~~ ~~~ ti~~ ~~, ,~~ ~ . • ~y~2~ i~ ~'~~- y ( r ~~ ®. ~~ i~ ~~ ~~ ~ ,~ ~ ~~-~ ~ ~~ ~iu~v-~ a, ~~ '~ ~~~ o ~::. • • ~~ ~~ - ~ l b In rapiy to you inquiry. of 3~a.rvh l'~th. It is~ quite likely that the old ooumty road will be vaoatad, but Pattison Ave. grill not ba ~acaterd. That 3aad ie muitablm to grog veru..fins berries after i~ has bema alearm~l. .: i 1~e thinY that the actual value of the above lanri would be in the neighborhood oi' ~1©0_ por traot. -The Comr~im~ionmrm would Qivo you a tau title demd to the property. I will mend under moparateoov~r a ~p of Jefferson County. ,~ Jumt~ at prement r ~+c :nod knave of a boyar for that 2~:nd. Btit if you wish I can recomer~d a rma3 estate firm that might be able to Z~a.ndle ii; gor ~c~u. ~e ~ril:t ba 'vary ~uc2~ plma$rsd if you can ee~t your w~.p tile~ax~ t~o sign tht~ x3. ht ox ~'av walvar rind return it. Your s very tr ~:.i Y, 3 ~. t3. Ed~r;is, County En~;~.nemr . by : J. H. strong. Assistant. i. I ~. * ~ ~leffer,~An f~n~tn#~ :~Ir . D . Hollingsworth, Peru, Iowa. Dear Sir:~ $CHUYI.ER B. SDWARD$ COIINTY ENGINSER PORT TOWNSEND, WASH., March 6, 1~j26. In regard to right of way fox P.H. No. 7. Replying to your letter of February 22nd. I am forward- ing a plat showing the location of the New road across your. several lots. Also I am submitting an offer by the Board Of Commissioners to you, The Board of Commissioners are offering Lots 145, 146, and 147 of the Seventh Ave. Acre Tracts of Irondale to you in ex~ change for right of way over the lots traversed by the nevi road. Upon receipt of your signed waiver a quit claim deed to Lots 145, 146 and 147 will be maied to you. In case you have misplaced the waiver previously sent I will encloses another and trust that this meets your approval. Yours very truly, S.B. Edwatrds, Coun''~~~~ty Engineer, fi' ~ ~ . by ; {'-~J . H o Strong, i~ ~~ ~~~{ ~ ~ . Assistant. CJ rr- _ -~~ ~/~n-r.,~~ L"u~~r-~ ~~. r ~?JLOo,-c ~rrti•-U ~~~G~~l ~~ ~~~ . ~ ~~ ~j ~,,; ~ ~ ~ ~' ~' ,~ l ~ =~ ~~/ .~ ~~~,~ % ' r- ., ~~ i ~~ ~~ _ ~/ ~ ~ ~ ~ l~ 1~r . D . Hall ings+~or th, Czar S3.r :~ In regard to right of ~.y for P.T3. ~o. 7. Replying tv pour letter of ~'ebrc~ry ~2$d. I am farr~ar~,~ ing a plat shoti~iag tie la~.tic~~s of the ztew road across yo~.r eeve~l lots.. Also I a~ submitti.~~; an o~f~r by tY~e Bvar3 0~ Com~iseisan•rs t:~ ;~ca. Thy Board of Ct~axes~.oners arse offering Lots 145, 1~6, ~iAd l~7 of the S3ves~th .eve. Aer~ Txac~ts of Irondale Lo you iu ez- C.haII~e ~C72" T~.~~t t,3 ~':L~ O@'9T ~~'~ ~Ut$ tra'~t3~$!lG~. ~?~ ~i18 new road. Upon receipt of ycaur sued ,~aiver a qu~.t claim deed t4 Lots l~#~, 1~6 az~d 1~7 mill be rt~ied to gc~:z• In case you have ~-fsplatsad than eraiver previously sent I vrill enalo$e anothor aad trust tt~t this xeete your approval. Yours very truly, S.B. ~dw8dlyde, County engineer, by: J. H. Strong, Assistant. F ~. ;- ~.. ;~ ~ . ::.. ' '`ni ,. . ` t _. O' G~2.~~G/~tlLGfG tt1 t,'c~ 4 , ' ~~~~ ~ , ~~~~~~~ ~~. ~t ~Y. ~ 1a, f ,. ,J GaU~' o-,.k~.Yi ~`,~~r` ~~ ~~~ ~~~~~ z ~ .o ~~ t c~(~ ~-r~t~ ~~ ~.~-d~ , ~~.<~~ ~ ~a~ ~ r ~ '^~a~~~ • J~~~~x~~~ ~~~~~~ SJCHUYLER B. EDWARDi3 COUNTY ENGINEER PORT TOWNSEND~ WA~H.~ February 1S, 192b. .fir D . Hol l ings4NOrth, Peru, -Iowa . Dear Sir:- Plans have .been approved for the construction of Pexmanent Highway No. 7 in Jefferson County and we are now asking for right of way for it. P.H. No. 7 starts at the intersection of State Road No. 9 and Keymes Cut Off, and runs along the center of the Keymes Cut Off untill it meets the Townsend Chimacum Road. From its intersection with the Townsend Chimacum Road it continues straight to an intersection with the Irondale Road, from whence it curves and connects with the Townse~}d Chimacum Road at the top of the hill South of Thurstons. This road is to be built to State Specifications and the plan is to eventually pave it. VL~e consider this a great improvement to adjoining property. A blank Waiver is enclosed and we ask that you please sign it and return at your earliest convenience. Yours very truly, ~J S. B, Edwards, County Engineer. by; J. H. Strong, Assistant}-Eng. . ~~ ~`~ 'f ~ ~ ,~ ~AI~~R .,~ IN THE MATTER OF THE ROAD PETITIONED FOR BY ~aiucr Road No.-~-.---..H.......I~tO... 7. ?'.h.~...._B.Q~.x.~....af.....faun.t.y....._~Qmm.i.a.a.~..Qr~.~r_e-........and others The undersigned, being the*...--------Q~~~-Cr--- -------------------------------- -------------------------------------------------------------of the follouYing described land, do, in consideration of the benefits and advantages to accrue to-----.-...-h.~.r ....................................by the location and establishment of the County Road petitioned for by....._Th.~...._~.Qd~<~,....Q.~.....C_Q.C~tt1~.1-~_35?~~r.~...-.--..._..and others, hereby consent that said road be established as surveyed, and forever relinquish unto.....~.~.f.f-GT.s4ri ...................... Courtity a Right-of-Way-------------b0..-------------.....feet in width, over, across and through................------ ...-......- .....-------...................-------........----- ----- - ---..._Th-~ ~.~...-- aE--.-.....5E • ~~'--- - - ----------- --- - ------ ---------- - ------------ ------------- ---------- .-...... ---..-.-..........------......................--- - ---- Section ................'a~--.----...----...., Township....-.--....3~--------.......-----North, Ranye....-......1--.-.~•.........--, W. M., and waive all claim for damages o f whate•zer kind which r~aay be occasioned to said land or any portion o f the same, by the location, establish- merit and openi~ag o f said Road, giving and granting unto said.........._Je_f f CT.90.r1 ............................................................................... County the Right-of-Way with full power and- authority to locate, lay out and establish said Road as proposed, arad perpetually maintain the same as a County Road. IN WITNESS WHEREOF, ------------------------------------------have hereunt set-----------------.............---........---...hand- ......this -- -........----------...--...... .. y f f ..... . ...................... da o ......... ..... ............ ~--=-~ ----.....19_26. ~ 4~ Y Road No....P........H........N~.... 7. Qonsent to Niue Rigbtaof=T~Iay AND ij ~; ~Iainer of claim For Damages on 9 ccount o f Road Petitioned for by and others ,• rvh ~y~ 1~G~e ~[iss Edith ~. Puria~tc~n a3a~ Ruvtcer Avo., ~vere~t, ~~. Dear iii ea Pur n~ton ; Somme tine ado wa forwardad to yov a letter anal ~ rid right of way waiver for you to sign an<i return to this of~'icae. ale have heard ~Qthix~~ frosa you ao ge~'haps the letter ha~o Bane astray. ~m are uridertal~9~ag the vonstruation of a gaw hilt kno~-a a$ Perasanea.t Highway ~fo. 7 and consider it to be a great its- ,provae~ent. i~o~t w~a are e.skin~ for 3~ight of way for it. The aourse~ cf the highway takes it across oae acrner of the ~ SE SE S~ of :lea j~ Tip. 30 ~i. Vii. a 1~, This property is listed in the aaame of Francis I'uringt~ora hnt you came and address appear on th+e #az reveipt therefore we are addressing this letto~c to you and trust that ycru will. see 'Ghat this ~raiver e.nd iafora~ation reach the propert party. The ~raiver eh4uad be signed by ~'ranei~ Puri~-gton if she is~the owner of the property. I vial drs.~r a aitta+s per~cia sketch below to 8h©rr yQU the reactive position of the new road and th~a prr~perty. c~ 41 ~ ~'},o J t~ f~} q,~ ~~. I trust this wiaa convey aal necessary infors~atio~- and reveiv~ yos~r pro~pt atten'Giom. Yours very truly, S. B. Edwards, County Engineer. by : ~ . ~I. Strtrn8. A~ta~' t . ~-. march 2't3, 192b. ~i~s rria Ral; ~~ ~- nth. fit., xe~ax~tan, Wn. Leas hiss Ria3:= Sometime ago ~s fc~r~raacd~rd to yott a road right o~ ma.~y ~siver fr~r you *o sign snd x~etu.rn tv this c~tfiae. ~a r~P~y ~s ~msn xaoe~i~red ~o x e~1I1 f'c~rvrs.xd annth+~r srs3ver ~ritti thisa Iett+er and trust t2~'t it ~ri3.l receive your prompt s-tto~atioza. ~~ ars va~dert~~Cfng they ccnstruvtian of a nr~w high- ~rayr ]cnarrn as p®r~x~ent highy no . ~' and belia~ve it to be a gra~a.t improvemen$ tta adjoining property. '1'he cpurse of the na~vn sari takes it ecrv+as a portion o~ beat i Blr~a~ '1 of Hessis.n Orden '~ra~fie of According td tha bcolc~ ~.~- the '~reaeurers off~.car yatx pay the ages on this propCrty theresgore I am ~c~r~-arding this right of xay -ivar to ypu. Ig you arc the owner uve hope that you v-ii1 plsae:e sign and return the itre~r. ~~ you coca not thes o~mr vre trust that you w111 soe this cc~z~nes -to th+~ o~rners ~t'~ex~tion and receive~~ the o+!rners sigxzatura. YQUrs very truly, S. B. Edwards, Ca~ur~t~ Engf.neer. by: ~. H. Strang, Asa't. 11~ f,(u~~ • .Z 7[` ~NU~ f `his °w~ ,~.,« F „fir,, 1 ~d~ Pr ~u~~~x. u uan.~ cvr+ ~a ~- .mot ~, /V~l, ~l~ ~i ~"' sck~C ~A~ ~ ... y~ r /p, ~g26 J 1r~''t'u`'~ June ~, 1926. Nr. ~. D. Caulkins, 41© Qity ~fa~ioual Hams Bldg., Han~aBeo, T11. - I?+~ar air s- Z assure you '6hs.t we are sorry that tho$e mi.etakae ~rere ode . Hut poor tae correotione ha~re bees ode both on the deed. and in the Auditors reoords and i am returning bereuith the corrected deed. yours Yery txul~y - S. B. ~dr~rde, - _ Co111'!t~ E~clgiA~el". b~: ~. ~. $trOIIg, ~ieeiste~tt. EDWARD D. CAtiLKINS ROOM 410, CITY NATIONAL BANK BUILDING KANH.IKEE, ILLINOIS Mr.~ahuyler B.~rilliams, Port Townanad,G~ash. Dear ~ir:- ,~ rIERCA:VTILE COLLECTIONS; I\~'E5"+'I"_NEN7' SECIIRITIER ~.Zay .26.19 26 . In your letter,l.zn, er date of A;~arch.l8.1925,you ad~rised me that if I would forward wavers to~1~3.B1k.1~.Chalmers 2nd Addition to Iron dal e, you would send me deeds to Lots.14 ~ 13. in Blk.l'~.Chalmers 2nd Addition to Irondale.The deed received covers Lot.three(3),and Lot.14.Bllz.l3. Enclosed find the deed for correction, to be changed to'Lotl3,instead of Lot.3..2 vrill also advise you that my name is spelled Caulkins,not Calkins. Please for~:~rard the correct deed promptl~r, ar_d oblige,. i Yours truly, ~ i r:DWARD D. CAULKIN:~ riERCwNTU.E COLLECTIONS Rood •ito, CITY NATIONAL BANK BUILDING ~ - ~ . INVESTMENT SECURITIBS KANKAKEE, ILLINOIS ~ ~ ~~ ~!Iar~h. 25.1926 , ~ir.:~ahuyler B,~7i11iams, Port To~wnsend,G~ash, Dear fir:- Your fa~ror off' the 18th inst at hand and contents noted. inclosed find signed ~raiver for lots 16 ~r 17.B1k.1'~, Chalmers 2rd Adt~ition to Irondale,signed by Louise Frzinger,also Lot.18.B1k.13,si~ne~_ by myself.,. Please for«rard `warranty duds to the lots as outlined in your letter of the 18th inst. ~~ Yours truly, r ~ ~~~i~~_~--LSO 1 EDWARD b. CAtiLKINS ~ • viERCANTILE COLLECTIONf! ROOM h10, CITY NATIONAL BANK BU[LDIN I V t'EStT~IENT SECL'RITISEl I~ANKAKEE, ILLINOIS ` ~~Iareh.l5.1926. LIr.~.B.Edwards,Count~.r Engineer, fort ~ownsend,t~~ash. Dear ~ir:- ~: Your favor of the 1~3tr~ult a,t hand and contents noted. Tn reply I wi11 state, that T leallrn on good authority that your County is giving a deed. for two ;~2) lots of equal ~Talue for every one(1) lot that your high~rray runs through. Further, that ,you gill find that Lots , Block. l3 16 & l~ are recorded ~.n the name of George rrzinger,and that Lot.18. Block.l3. is recorded in name of T~.D.Caulkins.George Frzinger is dead, all his property went to his. widow,Louise Frzinger.In case you wish deeds for th.e above lots in exchange f.or warranty deeds f_or double the number of lots, you can send the papers to me ., or to the City National Bank, Kankakee, I l l . Yours trul~r, r (P ~ r ~^ D/ r J ~)~. `i,, ~~~?. y ~~ ~aroh 1$, 1g~6. _. ~. Calicir~e, ~F1Q City National ~a~ Hldg., ~~n~aa~Cear, 213. Saar Sir ;- 2 asp forrwardiag hara~r3t3a tiro ~aa3vars far r3.ght of vrap. 3`ha ours for x3.ght of waq over Lots 16 and 17 of Block 13, Cbalmars 2nd.. add. to Tron~lalo should be signact by Nrs . Lott3sa EraiAgar. ~'ha othar ona is ~'or you to sign. IIpom ra~ca5.pt of than s~,gned rra3~ars loads for four Lots na~aly : 19, 2t?, 21., and 22 of Block ~3 ~f C'bal~ars mod. Addition to Irondala, will be for~rardad, for Ctrs . Nr~ingrsr. Also leads for Lots 14 and 13 of Ghal~ara 2ati. Add.3L3oa to Irondala ori3.l bs for- ~raYd~ed for yvu . Balo~ I gill draiat a ~p~-nol e~atoh to seals shov~ing tha locat3o~ of tha l~igh~ray and th® Lots in ralatdton to ea~vh othar. ,. +~ c `, , lo'~ ~ 1 ~ i I > } 4 { { i `~~ I~t ~ 13 ~ ~ ~~ i f `~4 CL .~i ~.. i.~~ ram~ain, ~~`~~, 3ginersr • . Strong., t. }~~ ~ ~~ ~~~~ ~~~ ~~~ .~- ~,~,~,.;~.~, ~~'~' / ~ .~C LPL t c .~ ~~' /.20 ~ ~ ~~, .~~ ~~,a-roe- t~ ,~.s~ o-~s-t. ~ cs.~ , z`' _ - d ._ _ . ~~~~e ~~e~y ~~ ` .. ~~ ~-~ - ?%~ey Gvz~• '` ~v~-c~ ~I~~~~~~ ~G~ .. ~. ~-~ ~~ ~ ~~ ~ ~~~ ~ ~~ ¢~~~ ~ 1e'u~ ~,e ~ ~~g- ~ R /"F ~, t ~• -. ff Jj I/ ~ f s , n~ _- _ ~- - ~ ~~z I j' 'f' I/ j/ i• `'"~"'~ 7~ sr -:L - ~, _ ~ 4 t f Si ~ ~ t: a~ ` ~_ f -r~jje'.~ ate.... ems-- i i ~ Q.. L{zl~e ~~~% x--- a~~ ~ ~~ ~~ ~~ ~~~ S ~~ ~~ ~~ ~~~~~~ Y~cca.Je~ a _, ~z-~.o-~Z~ca~.~ -.1~ G v -~.+-,e~~- ~-~-~-,~ ~CQ/~ ~ ~ =tea-~u•,o-,.~ ~"~ ~`~~ C.~r~ ~ ,~/_ ~ c~~c..1`~-mac °~ d ~~ 7~a~- ya ?fie ~~~ ~~ ~,~, ~ !~°~~ r ~ _ `~ c °~ ~~`~' J~~~~ex~avr~t (~u~t~t#~ BCHiTYLER B. EDWARDf1 COIINTY:ENGINEER PORT TOWN3END~ WASH., T~Garch 6, 1926. Mr. Geo. H. Vickery, 1209 Eaet 56th. St., Seattle, Wn. Dear Sir; In reggard to right of ray fQr P.H.. No. 7 over a.nd- across Tracts 1~4~0 and 141 of the Seventh Ave Acre Tracts of Irondale~ In reality the pxoposed road does not cut your property very badly. I will submit a sketch herewith showing the relationship of the tw o lots and the new road. ~° ~ ~o' 14 0y -~ i 3 q Now the County Commissioners propose to make you an offer of Lot l39 in exchange for the right of way across Tracts 140 and 141. The above sketch shows quite accurrately the relation- ship cf the several lots and the new road. If this meets with your approval please sign and re~ turn the waiver and state whether or not you wish us to send you a quit claim deed to Lot 139. Yours very truly, S.B. E w d$ ounty Engineer. . by . , ~t o g, ~T t~'cS~.Y C.h ~, 192 . fat. Gasp. 3~. V1nk~-rg, 2cG9 F.a$t 56~h. St..t ~a~tt2c~ ~ ~}1. ~}a~r 3r .- In re rd tc right of ~-ag fax P.~. Via. 7 float axed aarc~a~ Tracts 2~ snd 2~2 s,~f tha ~s~vanth boa fore Trs.:~t~ of Irt~nc~.T.e In rea.3.ity .the pr©pQaad road doss not s;nt ~rs~sxr property omrg 't~.d2g. T ~'~.22 submit ~ a~catc'~ herami~la aha~r3.ag 'has r®2atiflaship of the tom' a 2ota and t~a~ nsa~ xoact. ~$C'14 the Gou~-tg Cc~mmiaaiO~tgT~ propa~aa $O r~ka you aII off~rr of ~.ot 239 in aa~aha~aga for th~a right of wag acraaa 'Tcta 2~p and 2~2. The abooe scratch saws c~uita aoo~arrata2g the ro2atica- ahip of the ~a~rara2 lava anal the aaa' rs~ad. If this meats Stith gout apprdva2 p2easa sign and.ra~ fora. the doer and sta.ta arhethar ar sot you ~-is~h us to sand you a quit c2a3~n dead to Lat 139 . Yaur,~ o+arg trulg, ~.~. ~dwarda, Cflu~atg ~ngta~ar. bg: J.H, Strung, Aaa~t. i B i ', ~;:: _,~ '~\ ,,~ ,+, ' ~, `i . i OFFICE OF COUNTY ENGINEER OF . JEFFERSON COUNTY SCHUYLER B. EDWARDS COUNTY ENGi1N EER PORT TOWNSEND, WASHINGTON.-___ _ 192- P.H. No. 7, JEFFERSON COUNTY. De~svriptiora of Right of Way through 2raots 151, 152, 153,. 154, 1~{~ and 161 0~ the Seventh Avenue Acre Tracts of Irone3al~k. Beginning at a point ~4 f+~at North of the Southwest corner of Tract No .. 161 and running thenve south. 61° 24' East, a dish anoo of 43~ feeti, more oar lass; thence on the arc of a 5° cuacvo a distana4 of 7a -foot, l~orc oar less, to the Southeast coaenor of Tra~ot No. 153; thence Eaatearly ell the South boundaacy oY Tract No. 154, a distance of ],06 feat more or loss; thence to the left on the arv of a 5° curve, a distance oP l~'© Poet morn oz lase; thence North 61° 2~F' West a distance of X73 foot Norm oar less, to the West boundary of TaC~vt No. 161~~ thenve South on said West boula~dary a distanve of 7D' more or loss to the plavo of beginning. ~ i OFFICE OF COUNTY ENGINEER OF . JEFFERSON COUNTY SCHUYLER B. EDWARDS COUNTY ENGINEER PORT TOWNSEND, WASHINGTON.____`~ 192- P. H. No. 7, J~FFERaON COUNTY. Daseription of R. o~ W« through Treats 140 and 141 of tie Seventh Avenue Aare Tract® of I~ondale« Hegianing at a point ~.~ feat Nortb of thv 9outbeast Qorn~r of Traot'No. 140 and running thanoe on the era of a ~~ ouac've to the left a di~ta.nce of 2g0 feet., more or lase to the Nortb boundar~- of Tract ~o. 141; thena® TaQ~ealp on the North boundary of Treat No ., 141, a dietanoe~ of 7~ ~'@at, more or lass. tbe~he on the axc o~ a 5© to the right, a distanve of 120 feet more ar lo.es~---to the ~a~t baundw e.ry o~ Treat No. 141; and thanes Sontb on the Ee-et boundary ~ distanoa of 144 feat more or lass, to the pleas of beginning. All in 9eation ~ Tcawnship 29 North Range l 1Ra~et. ~.~d. ~ ~ Wit,: y~~ ~~ ~,.~~ . _~~, ~g ~~~ ;=c- -, aa-~~ 1-z-~:, t__ ~ , ~_t~ -x ~y,~ :.,, ~r . Joaegh Sh+~ldon, Ro~lyx~, ~'~,sh. Saar Sir;- P~rhsps ~e ~rara not aaplic#.t anou~h in ~aur ].mat lo~tar. The ~r~i~ex ca.11B fora 64 ~'~. right of wap, but it t~~.ppon+~ that ~~®ra it arossea pour l+ot it onlp 'tc~uoha~ a fear square feat on one oor~tar o~ the I~ot, raallp d©in~ ~o C~~a a at ~-~1. ~ X312 ant:- ~mi~L hara~rith a paaail ol~etcsh ahc~~rin~ the ra~atiQae~hip o~ the ~+ettl :. ro~+~ sad pour 1 o t 92 ~iopin~ that this e~i11 diva you the daaira~ infs~rm~tio~a and ~aot with pear approval, as era Yours varp tzuly, S. i3. Eflt~a=tla, Countp.~~ineas. by c ~'.H. Strc-mg, ~-+~~ ~ t. ~`' ~~. ~~.:. . ,, 1 2, .. a: a''; y, i , _.".~,. <,~~ n t POPE'& TALBOT, ncRHfs 859 THIRD BTRSST _ ~ ~ - SAN FRANCISCO,CAL. - .. - - - - PUGET MILL COMPANY 208 WALKER BUILDING- SEATTLE June 8, 1926. (Dictated June 7,1926) Engineer of Jefferson County, Port Tovrnsend~ t~lashington. Dear Sir: TU~~'NSHTi-' 30 - 1 WEST ALL AOREEM ENTS ARE CONTINGENT UVON 9TRI KES, LOCKOUTS. FIRES. ACCIDENTS,- DELAYS OF CARRIERS AHD OTHER DELAYS UNAVOIDABLE OR BEYOND OUR CONTROL Enclosed you will find ,Easement for right-of-vray from I)REfIY INV'~STb4ENT COA~'ANY~ as its interest .may appear, to COUNTY OF JEFFERSON covering portions of the Northeast Quarter of Southeast Quarter(NE4 of SEA}, Northwest Quarter of Southeast Quarter (I~"V ~ of. S3 4), and Southeast Quarter of Southeast Quarter (SE-4 of SF~) of Section Thirty-three (33), Township Thirty (30) North, Range One (1} "Jest: which document has been fully executed and T;re trust v~rill be found satisfactory and in order. Yours truly, DRENt INVI~~STAd'EN COMPANY BY --~,c~-..rr;. Secrets ` Enclasure '. .. _. _ _ -.: ,„ ~ *- ~, - MfLLS'AT' - _ PQjZT GP:M$liE PART-LU~LOw ~ PUGET MILL COMPANY ACEIVTS AT:~SANFKANCISCO nopE & TALgoT WALKER BUILDING FbOT.QF THIRD STREET SEATTLE February 20, 1926. Engineer Jefferson County, Port Townsend, Wash. Twp. 30 - 1 West, Dear Sir: ALL AGREEMENTS ARE CONTINGENT UPON STRIKES, LOCKOUTS, FIRES, ACCIDENTS, DELAYS OF CARRIERS AND OTHER DELAYS UNAVOIDABLE OR BEYOND OUR CONTROL This is to acknowledge receipt of your favor of the 18th inst., request- ing right-of-way across the SE4 of Section 33, Twp. 30 N., R. 1 West, in which property the Drew Investment Company has an undivided three-fourths interest. It will be necessary that we have. blue prints in triplicate showing the location. of this road, and also require a center line description of the road. Upon ..receipt of same, we will prepare the easement in our. usual form and send to you. This .easement wihl be for Drew Investment.Company~s interest only. Yours respectfully, P'UGET MILL COBdPANY BY ~~ ~ ._._.__~ CER:GN march 1, 1gcE. Cdr sari . ~. J,~h~.a~-n, Pu~mt ~~il Co., Vital&ar ~31d~. , Seattla~. Ra; Road ~aivare, Twp. ~0 ~. R. 1 1~. pear Six ~~. ~~i??Y~.Y°~.3.A~ hE33'~~~~~ a r,3a~:ilsd ~,~BCI"~iptioa ~i ~Ri~ L1:i~f.. of day ovor az~d across ~~~ youth Eaat Q~rter o~ Aso. 33 ~'P 3a ~. R. ~ ~• ~.M. Also under ae~para~ae cover 3 blueprin'~s, deaargp~iv+~ of '~ha road. are b~in~; forvPardad. ~a hope ths.t thecae xill be aatieZaotory ~-nd aup~ly the na~c~ea~r~ infor~tioa. Yours vary truly,. ~. B. Edwards, Covnty En~in'Ger• ~x~e~. I, 1~?6. Permanent ~i~hway No. 7. ~r$lG~1pt3.~0:1 C~ Right of I~Sy ti~IBr S.E• v SeC ~3~34 ~. ~a ~ -strip d1~ land ~© feet wide, berg 3o t'~at on each sine of the ~tollQwing ~tesaribed csn~ta~r lino as sy:r~rsyed: Starting at a point ~~~ feet South of the ~.~. corner of the Sont2~ Fast ~~aartee of 3wctic~n ;3 gwp 3p ~. R. i '~. ~.~. dn~ running thence ~ ~~~ 36' F, 4~9.g feet, thence on a 3° ourve to the sight 1~~0.0 Peet, thanoe ~ bl° 2~' E, 455 feet to a point om the East boundary of Sec. 33 ~ 30 ~- 2 ~. 1~arth 1.320 iee~t 1"xom the OQrASr ~oamon to weotioas 33 and 3~- Twp. 30 ~. and Sectit~n:3 3 s,~td ~ Tw`p. 2g N. R. ~ ~• 9Fmt. l t -00000•- CONTRACTS, PLANS, & SPECIFICATIONS, FOR THE CONSTRTJCTION OF PERMANENT HIGH9t'AY N0. 7 OFFICE OF THE COUNTY ENGINEER JEFFERSON COUNTY PORT TOtRNSEND, ~A SHINGTON . -00000- ~7 y f r ~llt/.L)f.C.~ y ~ ~~~~ '~ ~~ v ,' , ;. I ~ ------------------------ - -- - -- - - - -----------------------------COUNTY, WASHINGTON ENGINEER'S OFFICE INSTRUCTIONS TO BIDDERS OPENING OF PROPOSALS S aled bids for this improvement will be received by the Board of County Commissioners of _ __ _ _ _____ _______________County in the office of the Board, until 1 ., -Z~_o'__CQ~.__Pa_rYlo_ _ ____ ~'1m~___1~.~__-l.9~!~, at which time they will be publicly opened and read. No bid shall be `vithdra~vn o hanged after the time for receiving bids shall have expired. DATE FOR COMPLETION: _ Q The work under the contract shall be fully completed on or before__ __ ____ _____ _ ~___ I_~__>____~____1_ ~-_~i.. RIGHT TO REJECT BIDS The right is reserved to reject any and all proposals, to accept the proposal or proposals deemed best for the County, or to advertise for new proposals. when in the opinion of the Board the best in- terest of the County will be promoted thereby. PROPOSAL GUARANTY: ~~-{. f A certified check made/payable to th reasurer of the County of____ ______ ____ ___ _________________________for an amount equal to at least per cent ( fo) of the total amount bid u t a o parry each bid as evidence of good faith, and as a guarantee that, if awarded the contract, e bi der will execute the contract and give bond, as required. FORMS FURNISHED Each bid must be made on the form attached to these specifications. DELIVERY OF PROPOSALS Each proposal or bid shal be c mpletely sealed in a separate package, addressed to the Board of County Commissioners of.___ _ _ _ _ ____________________________County, with the name of the improvement 'for which the bid is submitted pl i ly iii ten on the outside of the package. AI SIGNATURES Proposals must be signed by the bidder with the signature in full. When a co-partnership is a bidder, the agent who signs the proposal for the firm shall also show the names and addresses of the individuals composing the firm. When a corporation is a bidder, the person signing for it shall state under the laws of what State the corporation was chartered, and the name, title, and address of the officer having authority under the by-laws to sign contracts. The proposal shall also bear the seal of the corporation, attested by its• secretary. Anyone signing the proposal as agent must file with it legal evidence of his authority to do so. Postoffice address, county and state must be given after each sig- nature. IRREGULAR PROPOSALS Any omission of prices on items shown in the proposal forms, or any addition in writing to the form of the bid, or any condition, limitation, or provision will be liable to render the proposal informal and to cause its rejection. The contract should not be filled in until. after the avvardal. CONTRACT PAYMENTS: The contract will be a lump sum contract. Monthly estimates of the work done will be made by the Engineer, and there will be retained from moneys due on such estimates a sum equal to fifteen (15) per cent of the value of all work performed; the total estimate of which is Two Hundred Thousand Dollars ($200,0001 and less, and ten (10) per cent of the value of all work performed,the total estimate of which is in excess of Two Hundred Thousand Dollars ($200,000). EXAMINATION OF PLANS, SPECYFICATIONS AND SITE Bidders are required before submitting bids to examine carefully the site of the proposed work, as well as the proposal, plans, specifications, and contract ..form for the improvement contemplated. Profession of ignorance regarding the requirements of the work will in no way serve to modify the pro- visions of the contract. MATERIAL SAMPLES Before any contract is awarded, the bidder may be required to furnish a complete statement of the origin, composition and manufacture of any or all materials to be used in the construction of the roadway, together with the samples, which samples may be subjected to the tests provided for in these specifications to determine their quality and fitness for the work. AWARD OF CONTRACT: The award of the contract, if made, will be to the lowest responsible bidder. No award will be made until all necessary investigations are made as to the responsibility of the bidder. RETURN OF PROPOSAL GUARANTY: As soon as the bid prices have been compared, the Board will return the' guaranty deposits accom- panying such of the proposals as in its judgment would not be considered in making the award. A2 All other proposal guaranties will be held until the contract and bond have been executed, after which they will be returned to the respective bidders whose proposals they accompany. CONTRACT BOND: The successful bidder will be required to furnish, before .entering upon the work, a corporate surety bond in full amount of the contract conditioned for the faithful performance thereof. EXECUTION OF CONTRACT The individual, firm or corporation to whom or to which the contract has been awarded, shall sign the necessary agreements, entering into a contract with the County, and furnish bond upon the forms prepared by the Engineer, and return them to the Board within twenty (20) days from date of notice of award. No proposal shall be considered binding upon the County prior to the execution of the contract. FAILURE TO EXECUTE CONTRACT Upon failure to enter into the contract and furnish the necessary bond within twenty (20) days from the date the notice of award is made, the certified check accompanying the bid will be forfeited and the check will be cashed and the proceeds paid into the Road and Bridge Fund of the County. LUMP SUM: The work to be done under the terms of this contract shall be for a lump sum for the entire work, complete in every respect, as described and shown in the accompanying specifications and plans. ESTYMATE APPROXIMATE All quantities, classification and amounts shown in ,the Engineer's estimate of the work to be done, are understood to be only approximate. A:3 I' --- -- -- ---- --- --------------------COUNTY, WASHINGTON, '~ ENGINEER'S OFFICE CONTRACT THIS AGREEMENT, made and entered into this._____ --~_________day of_____ __ ______ _____ 192.. - - - ---- between the BOARD OF COUNTY COMMISSIONERS of. _ _ _ _ _ ______ COU TY, State of Wash- ington, acting under and by virtue /of Chapter 35 oft L s of 1/9~~1~s~~d, hereinafter called the Board, and----- ---- - ------"~_-'_-._~-_?~...-__...----------- of------------------------------- ----- --- --- ------------- q Q CJ~~ ------~,G~!~~L~YI--r---------------hereinafter called the Contractor. WITNESSETH, That in consideration of the payments, covenants and agreements hereinafter mentioned, to be made and performed by the Board, the Contractor hereby covenants and agrees as follows (1) To do all work, and furnish all material necessary to construct, improve and complete Per- manent Highway No.---~----------------- known as the--------------------------------------------------------------------------------------------------- Highway in__ .___ ______ County, Washington, between Station_.___v_-i-__oo__________________ and Station ._...___..__.._____________________________ in accordance with and as described in the attached profiles, maps, plans and specifications which are hereby made a part hereof and shall have the same effect as though the same were fully inserted herein, and in full compliance with the terms, conditions and stipula- tions of this agreement.. (2) The Contractor shall provide and be at the expense of all materials, labor, carriage, tools, implements and conveniences and things of every description that may be requisite for the trans- fer of materials and for improving, construction and completion of the above described work. (3) It is understood and agreed by and between the parties hereto that the work included in this contract is to be done under the direction and supervision of the County Engineer or Con- struction Engineer, who may be designated as the Engineer in Charge by the Board, and hereinafter• called the Engineer, and his decision as to the true construction and meaning of the profiles, maps, plans and specifications and estimates shall be final. It is also understood and agreed that such additional drawings and explanations as may be necessary to detail and illustrate the work, are to be furnished by the Engineer, and the Contractor agrees to conform to and abide by the same, so far as .may be consistent with the purpose and intent of the original drawings and specifications. (4) Should the Contractor at any time refuse or neglect to supply a sufficiency of properly skilled workmen or of materials of the proper quality, or fail in any respect to prosecute the work with promptness and diligence, or fail in the performance of any of the agreements herein con- tained, the Board shall be at liberty, after three days' written notice to the Contractor, to provide any such labor or materials and to deduct the cost thereof from any money then due or thereafter to become due to the Contractor under this contract, and if the Engineer shall certify that such refusal, neglect or failure is sufficient ground for such action, the Board may, by written notice, terminate the employment of the Contractor for the said work, and enter upon the premises and take possession of all the materials, tools and appliances thereon, for the purpose of completing the work included in this contract, and employ by contract, or otherwise, any other person or per- sons to finish the work, and provide the materials therefor, and in case of such discontinuance of the employment of the Contractor, he shall not be entitled to receive any further balance of the amount to be paid under this contract, until the work shall be wholly finished, at which time if the unpaid balance of the amount to be paid under this contract shall exceed the expense incurred by the Board in finishing the work, such excess shall be paid by the Board to the Contractor, but if such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Board. B1 (5) The Contractor agrees to complete all the work called for under this contract, in all parts and requirements,. before the________1S__±h_____________day of,._.___~S__~_ ___~-2rn.}~_~.L^______.._....., 192_., PRO- VIDED, HOWEVER, that the Board shall have the right, a~its discretion, to extend the time for the completion of said work, but no extension shall be made unless endorsed hereon in writing. All requests for extension of time must be accompanied by an agreement of the surety on the bond of the Contractor for such extension. In case an extension of ti is asked for by the Contractor and granted by the BOARD, the Contractor agrees to reimburse._ ...__.._.. County for all engineering and inspection costs in- curred in the prosecution of t i o tract from the date herein named as the date of completion until the actual date of completion and acceptance. To insure 'd reimbursement, the Engineer shall certify monthly to the County Auditor all amounts due .. .. . ........ County for such extra en- gineering and inspection and the County Auditor will ch ge a same against the Contractor the same as any verified claim and withhold the warrant for the final estimate until the same is paid by certified check. (6) Time shall be of the essence of this contract on the part of the Contractor, and in case the Contractor shall fail in the due performance of the contract by and at the time herein mentioned, or by and at such time to which the period of completion may have been extended, he shall be liable to pay to the Board as and for liquidated damages and not as penalty, the sum of.. ...~ 0..._. ~... for each and every day which may elapse between the appointed and actuatime o~ comple- tion, which said sum is hereby agreed upon, fixed and determined as the damage that will be suf- fered by such failure to complete within the time named; and the Board may deduct the same from the amount due or to become due to the Contractor and such payment or deductions shall not in any degree release the Contractor from the further obligations and penalties in respect to the fulfill- ment of the entire contract, nor any right which the Board might have to claim, sue for and recover compensation and damages for non-performance of this contract.~~: ),f ;, ~,` (7) Payment shall a made for work and abor per orxn n material furnished under this bs contract according-~to the lump sum price o_f~___________________ _ _ ___!~~___.____Dollars ($.1~i.25`i_~Q) and in no other manner whatsoever, PROVIDED, HOWEVER, that the Board reserves the right up- on recommendation of the Engineer to increase or diminish the amounts of work to be done as called for upon the accompanying plans, and the Engineer shall compute the amount by which the Lump Sum Price shall be increased or diminished upon the basis of the prices bid by the Contractor for such work under the heading of EgTRA WORK. Partial payments upon this contract will be made at the request of the Contractor, once each month; on estimates of the County Engineer, subject to the amount reserved. In compliance with the provisions of Chapter 166, Laws of 1921, there shall be reserved from the moneys earned by the Contractor on estimates during the progress of the improvement or work, a sum equal to fif- teen (15%) per cent of such estimates, said sum to be retained by the State, County, City, Town, District, Board, or other public body, as a trust fund for the protection and payment of any per- son or persons, mechanic, sub-contractor or materialman who shall perform any labor upon such contract or the doing of said work, and all persons who shall supply such person or persons or sub- contractors with provisions and supplies for the carrying on of such work. Said fund shall be re- tained for a period of thirty (30) days following the final acceptance of said improvement or work as completed, and every person performing labor or furnishing supplies towards the completion of said improvement or work shall have a lien upon said fund so reserved, provided such notice of lien of such claimant shall be given in the manner and within the time provided in Section 1161 of Rem- ington & Ballinger's Annotated Code and Statutes of Washington as now existing and in accord- ance with any amendments that may hereafter be made thereto : PROVIDED, HOWEVER, that where in any improvement or work the contract price shall exceed two hundred thousand dollars ($200,000), but ten per cent. (10°fo) shall be reserved on estimates in excess of said sum or where the aggregate of previous estimates equals or exceeds said amount. In case of lump sum price a B2 schedule of prices to be used as a basis of partial payments shall be based upon the prices in the preliminary estimate, which prices shall be increased or reduced in the same ratio that the lump sum price bears to the preliminary estimate. The certificate of the State Highway Engineer, certifying that the entire work has been completed in accordance with the contract, specifications, plan, map and profile shall constitute final acceptance of the work. Final payment shall be made as follows : After the expiration of thirty (30) days following the final acceptance. of said improvement or work, and the expiration of the time for filing of lien claims, as herein provided, said reserve, or all amounts thereof in excess of sufficient sum to meet and discharge the claims of materialmen and laborers who have filed their claims, as provided for in Section 1 of this Act, (Chapter 166, Laws of 1921), together with a sum sufficient to defray the cost of such action and to pay attorneys' fees, shall be paid to said Contractor. IT IS MUTUALLY AGREED between the parties hereto that any payments or contributions due r required by Chapter 74, of the Law of 1911, (Industrial Insurance Act) from the County of __ . . _.__ ___ __ by virtue of or on account of any of the work covered by this contract, may be e ted from any payment or payments made to the Contractor herein, and that the sum or sums so deducted shall be determined each month upon the basis of the work of said month, and shall be made upon the proper written order and demand of the Industrial Insurance Commission, a notice of which order and demand shall be served upon the said Contractor prior to said deduc- tion. IT IS FURTHER AGREED that the Contractor herein, or any sub-contractor or contractors employed by them shall be subject to the provisions of said act as provided and required in Sec- tion 17 thereof. n. S~~cial provision:- Any e~ X11 p~.yrnent~ on tail ~nrork may_not b~ r~~,d~ until January 127 whcsn :non~y From thz 'viotor V~hicl~ fund is tr~nsf~rr~d to the P~rmsn~nt ~i~hway Funde the presentation of proper vouchers therefor. (9) No al±erations shall be made in the work shown and described in the plans and specifica- tions, except. upon the written order of the Engineer and as provided hereinbefore and when so made the value of the work so added or omitted shall be computed by the Engineer, and the amount so certified shall be final and conclusive and binding upon the Contractor, and shall be added to or deducted from the contract price. The schedule of unit or itemized prices hereto attached is intended to form a part of this con- tract and shall constitute, as far as possible, the basis upon which the value of all work added or omitted shall be computed. (10) The Contractor shall provide sufficient, safe and proper facilities at all times for the in- spection of the work, by the Board or its authorized representative. The said Contractor shall fur- nish, without charge, to the said Board or its authorized representatives, samples of cement or other materials used in construction, as said samples may be required, in order that the character of such materials may be determined. All materials and- methods shall be subject to the approval of the Engineer. B3 Defective work or material may be condemned by the Engineer at any time before the final acceptance of the work. -Notice of condemnation shall be given in writing by the Engineer. • Such condemned work shall be immediately removed or disposed of to the satisfaction of the Engineer. Failure or neglect on the part of the Engineer to condemn unsatisfactory material or to reject in- ferior workmanship shall in no way release the- Contractor, nor shall it be construed to mean the acceptance of such work nor shall the. final acceptance bar the County of - - -~ from re- covering damages in case fraud was practiced. Time lost in replacing such improper work shall furnish no group to the Contractor for claiming an extension of time for the completion of the work. Incompetent, careless or negligent employes shall be forthwith discharged by the Contractor upon the written request of the Board, or Engineer in charge, and failure to comply with such re- quest shall be sufficient ground for the termination of the contract, as• provided for in this Article or Article 4 hereof. Should the Contractor be delayed in the prosecution or completion of the work by the act, ne- glect or default of the Board or the Engineer in charge, or of any other contractor employed upon the work, or by any damage caused by fire or other casualty for which the. Contractor is not re- sponsible, or by combined action of workmen in no way caused by or resulting from default or col- lusion on the part of the Contractor, then the time herein fixed for the completion of the work shall be extended for a period equivalent to the time lost by reason of any or all of the causes afore- said, which extended period shall be determined and fixed by the Board, but no such allowance shall be made unless a claim therefor is presented in writing to the Board within ten (10) days after the occurence of such delay.. (11) It is further mutually agreed between the parties hereto that no certificate given or pay- ment made under this contract, except the final certificate or final payment, shall be evidence of the performance of this contract either wholly or in part, and that no payment made shall be con- strued to be an acceptance of defective work or improper materials which may appear within two l2) years after such payments. (12) The work and material covered by this contract shall be at the sole risk of the Contract- or until the same shall have been finally accepted by the Engineer, Board and the State Highway Engineer, and any damage or loss that may. occur or result to the same prior to the final com- pletion and acceptance of said work by the Engineer, Board and the State Highway Engineer, shall fall upon and be made good by the said Contractor. (13) The Contractor shall not let, assign or transfer this contract, or any interest therein, or sublet the work herein provided to be done, or any part thereof, without the consent of the Board. The Contractor shall file with the Board a duplicate of all sub-contracts made by him as aforesaid. The Contractor shall give his personal attention to the work at all times and be present either in person or by duly authorized representative on the site of the work continually during its prog- ress and shall receive instructions from the Engineer in charge. Any sub-contractor shall be con- sidered the agent of the Contractor and the latter shall be responsible for any indebtedness incurred by such agent. If any sub-contractor fails to perform his work in a satisfactory manner his sub- contract may be terminated by the Board. (14) The Contractor shall be liable for all damages and injury which shall be caused or which shall occur to any person or persons or property whatsoever by reason of any negligence of said Contractor or any of his servants, employes or sub-contractors, or by reason of any breach or viola- tion of any of the provisions of this agreement or any of his duties or obligations thereunder. The Contractor shall also assume all liability for and protect the Board from any damages or claims arising from the use of any patented articles or devices in any part of the work. (151 It is a part of the public policy of the State of Washington that all work by contract or day labor done for it or any political subdivision created by its law, shall be performed in work days of not more than eight hours each, except in cases of extraordinary emergency. No ease of B4 extraordinary emergency shall be construed to exist in any case where other labor can be found to take the place of labor which has already been employed for eight hours in any calendar day. In case of the violation of the provisions of this article, the Board shall have the right to cancel this contract without notice, and shall have the right to complete the work in the manner provided in Article 4 hereof. (16) The Contractor agrees to execute and furnish to the Board a good and sufficient corporate surety bond to be payable to the County of.. __ _ _ __ ____ _______ and to be in the penal sum of the full amount of the Contract, conditioned th h ill perform the work upon the terms, within the time, and in accordance with the con ract, profiles, maps, plans and specifications, and that he will in- demnify the County of_____ ______ _____________________ ____________________________________________________against any direct or indirect damages that shall be su ere r claimed for injury to persons or property during the construc- tion and improvement of such highway and until the same is accepted, and further conditioned as required by law for the payment of all laborers, mechanics, sub-contractors and materialmen, and all persons who shall supply such person or persons or sub-contractor with provisions or supplies for the carrying on of such work. If the Board shall have reason to believe that the security on said bond has become impaired since the execution thereof, or is insufficient, it may require the Contract- or to furnish other or .additional security. (17) The Board hereby promises and agrees with the Contractor to employ and does employ him to provide the materials and to do and to cause to be done the work upon said Permanent Highway, and to complete and finish the same according to the plans and specifications and the terms and conditions herein contained and referred to for the price aforesaid, and hereby contracts to pay the same at the time and in the manner and upon the conditions above set forth. The Contractor for himself, and for his heirs, successors, executors, administrators and assigns, does. hereby agree to the full performance of all the covenants herein contained upon his part. IN WITNESS WHEROF, the .said Contractor, hereu to set________________________ hand.....___ and seal___..... and the said Board of County Commissioners of_ ____ __ ________ __ County has, pursuant to resolution, duly adopted, caused these presents to be su crib by it airman, and clerk, and the name of the Board to be hereunto affied the day and year _ ove-written. -- '~ ~ ------ -~---y-----------•--•-----~---~---------------~--------------f--------- ATTEST: --------------- ---- -- -----------------~------------------- ------------------- Clerk f Board. BOARD OF COUNTY COMMISSIONERS, OF _____ __ _ _____ ________COUNTY, WASHINGTON. ----------------------------------------------------------------------------------------------- CONTRACTOR. BY--- -----------------------------------------------------=--------------•------ Deputy. B5 SPECIFICATIONS DEFINITION OF TERMS In interpreting these specifications, the following definitions shall prevail: STATE: The State of Washington. STATE HIGHWAY ENGINEER: The State Highway E ineer of the State of Washington. BOARD: The Board of County Commissioners of_____ __._ .._ _ ____ ...........County. ENGINEER: County or Construction Engineer, or his d ly authorized assistants, by whom all explanaitons and directions necessary for the satisfactory prosecution and completion of the work described in these specifications will be given. CONTRACTOR: The person, firm, co-partnership, or corporation, or any lawful agent of such person, firm, partnership, or corporation, constituting one of the principals to the contract and under- taking to perform the work herein specified. CONTRACT: The agreement between the contractor and the County of__ _____ ________ _____________ ______ acting through the Board of County Commisioners. The contract shall inclu t accepted "Pro- posal," "Plans," "Specifications" and "Contract Bond," also any and all supplemental agreements which reasonably could be required to complete the construction of the work in a substantial and ac- ceptable manner. PROPOSAL: The written offer, or copy thereof, of the bidder to perform the work proposed. PLANS: The officially aproved plans, profiles, cross sections and other drawings, or exact reproductions thereof, which show the location, character, dimensions and details of the work to be done and which are to be considered in the contract as co-ordinate with these specifications. SPECIFICATIONS: The directions, provisions, and requrements contained herein, together with all written agreements made or to be made, pertaining to the method and manner of performing the work, or to the quantities and qualities of materials to be furnished under the contract. CONTRACT BOND: The approved form of security furnished by the Contractor and hs surety as a guarantee of good faith on the part of the Contractor to execute the work in accordance with the terms of the contract. LABORATORY: The laboratories of the State Highway Department, or other laboratories desig- nated by the Engineer. PROPOSAL GUARANTEE: The security designated in the proposal t be furnished by the bid- der as a guarantee of good faith to enter into contract with the County of_..__ _ __. __ ____________ _____________ if the work contemplated is awarded to him. ~J , SPECIFICATIONS GENERAL PROVISIONS PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. LAWS AFFECTING PUBLIC WORK: Attention is particularly called to the clearing axed grubbing specifications and also to section three, Chapter 33 of the Session Laws of 1917, with referea~ce to the burning of refuse, timber, brush, and debris from clearing and grubbing operations. The Washington Forest Fire Association and the State Fire Warden all insist that the statutes covering the matter be strictly enforced, and that the refuse from clearing and grubbing on public roads be properly disposed of and the premises be left in a neat and presentable condition. The provisions of the specifications and the statutes, therefore, will be strictly enforced. INTERPRETATION OF PLANS Any work or materials that may have been accidentally omitted in the description of the work, but which is clearly implied, shall be furnished by the Contractor as if ~ it had been specifically stated. Work shown on the plans and not mentioned in the specifications, and vice versa, will be done as if shown on both, when and where required. In case of discrepancy on any plans or drawings between the scaled and figured dimensions, the figured dimensions shall .govern. In case of ambiguity of ex- pression in the specifications, or doubt as to the correct interpretation of the same, the matter shall be submitted to the Engineer, whose decision shall be final. CONNECTIONS WITH INTERSECTING ROADS OR DRIVEWAYS: The Contractor shall; for the same compensation as for other grading, grade a safe, proper, and workmanlike connection with all- intersecting public or private roads or driveways, according to the direction of the Engineer. UNAUTHORIZED WORK: Work done without lines and grades being given, work done beyond the lines and grades shown an the plans or as given, except as herein provided, or any extra work done or any deviation made from the plans and specifications, without written authority, will be considered unauthorized and at the expense of the Contractor, and wili not be measured or paid for by the County. Work so done may be ordered removed and replaced at the Contractor's expense. LIMITATION OF OPERATIONS The Contractor shall so conduct his operations as to have under construction no greater length or amount of work than he can prosecute vigorously, and when in the judgment of the Engineer such operations are being so spread out as to be detrimental to such vigorous prosecution, thereby endan- gering the completion of the improvement within the contract time, he shall so advise the Contractor in writing. METHOD OF SERVING NOTICE: Any written notice to the Contractor which may be requisite under these specifications, may be served on said Contractor, either personally or by mail, or by leaving the same at his last known place of residence. CO-OPERATION OF CONTRACTOR REQUIRED The Contractor shall keep a copy of the plans and specifications on the work. DETOURS: The Contractor shall at all times conduct the work in such a manner as to insure the least obstruc- tion to traffic practicable. C2 The Contractor shall provide and maintain at his own expense in passable condition such tem- porary highways and bridges as may be necessary to accommodate the traffic diverted from the roadway or bridge under construction and shall provide and maintain in a safe condition temporary approaches to and crossing of intersecting highways except that the Contractor will not be required to build and maintain temporary detours around bridges more than twenty (20) feet in length, nor around a closed section of highway having a length of more than 500 feet, unless such detours are provided for in the specifications or on the plans, ox ordered in writing as force account by the Engi- neer. BARRICADES On all improvements the Contractor shall provide, erect, and maintain at his own expense all neces- sary barricades of sufficient strength for the purpose intended, suitable and sufficient lights, danger signals and signs and shall take s,ll necessary precaution for the protection of the work and safety of the public. Any part of the work damaged from traffic or other causes, occurring prior to its official acceptance shall be replaced and made good by the Contractor at his own expense in a manner satis- factory to the Engineer. Two barricades two hundred feet apart shall be constructed at each point where a highway is closed to traffic. The first or outside barricade shall be constructed of light lumber in such a manner that it will not seriously injure or wreck a car. The second barricade shall be constructed of heavy material in such a manner as to be difficult to remove or break down. On all barricades and obstructions there shall be kept burning at night from sunset until sunrise two red lights, four to five feet apart, both of which can be plainly seen at a point in the road three hundred feet from the barrier. The lights shall b,e placed on the first barricade. In daytime the Contractor shall place a red flag two feet square in a conspicuous place in the road three hundred feet from the barrier. FENCES In passing through private property the Contractor must keep up at his own expense such tempor- ary fences as shall be necessary for the preservation of the crops, and protection of the property, and the Contractor shall be liable for any and all damages resulting from anon-compliance with this re- quirement. PRESERVATION OF PROPERTY The Contractor shall preserve from damage all property along the line of work, the removal or destruction of which is not called for by the plans. This applies to public utilities, trees, monuments, fences, etc., and wherever such property is damaged, due to the activities of the Contractor, it shall be immediately restored to its original condition by the Contractor and at his own expense. USE OF EXPLOSIVES When the use of explosives is necessary for the prosecution of the work, the Contractors shall use the utmost care, so as not to endanger life or property, and whenever directed, the number and size of charges shall be reduced. TESTING MATERIALS Tests of materials to'be used in the work shall be made in the laboratory designated in the "Def- inition of Terms," whenever such tests are required by the specifications or by the Engineer. The Contractor shall furnish the Engineer, without charge, samples of materials used in the work as such samples are required. Materials may be rejected by the Engineer whenever, in his judgment, they fail to meet the re- quirements of the specifications, and when so rejected, they shall be immediately removed from the work. STORAGE OF MATERIALS: All materials intended for use in the work shall be so stored by the Contractor as to prevent damage from exposure to the elements, from admixture of foreign material, or from any other cause. The Engineer will refuse to accept, or to sample for testing, any materials that are improperly stored. C3 • USE OF MATERIALS FOUND ON WORK: In the absence of special provision to the contrary, the Contractor may use any stone, gravel, sand, etc., that may occur in the regular roadway excavations, and which may not be needed to make the fills shown on the plans, or any timber removed in making the improvement, except as herein other- wise provided, or any existing structures that are to be replaced, provided that these materials are suitable for, and required in the work. Materials. found on the work, especially timber and existing structures, which are required to be removed but which are not used in the improvement by the Contractor, as provided above, shall be put into shape to be handled economically and neatly piled along the right of way, as herein provided, or as the Engineer may direct. LINES, GRADES AND MEASUREMENTS The Contractor will be governed by such lines, grades, and measurements as may be given by the Engineer in laying out the work and by the Engineer's determination of .quantities of work per- -formed. Stakes and markings set or made by the Engineer to mark out the work, shall be carefully preserved by the Contractor; in case such stakes, markings, or references are carelessly destroyed or defaced by the Contractor or his employees, the expense of replacing same will be deducted from any money due or to become due the Contractor. CROWN OR CROSS SECTION OF ROADWAY: The cross-section of the roadway shall be as shown in the plans, except at intersecting highways on curves or wherever to insure correct drainage or for other reasons, changes may be directed. AUTHORITY AND DUTIES OF INSPECTORS: The Engineer may appoint assistants to inspect all materials used and all work done. Such inspection may extend to any or all parts of the work and to the preparation or manufacture of the materials to be used. The assistants will not be authorized to revoke, alter, enlarge or relax the pro- visions of these specifications. .An assistant is placed on the work to set the necessary lines and grades and to keep the Engineer informed as to the progress of the work and the manner in which it is being done ; also to call the attention of the Contractor to any infringements upon plans or speci- fications. He will not be authorized to approve or accept any portion of the work or to issue in- structions contrary to the plans and specifications. The assistant will have authority to reject defective material and to suspend any work that is being improperly done, subject to the final decision of the Engineer. The assistant will exercise such additional authority as may from time to time be especially delegated to him by the Engineer. FINAL CLEANING UP The Contractor shall remove, at his own expense, from the highway and from the adjoining property, temporary structures and all rubbish and surplus materials resulting from the work which may have accumulated during its prosecution. All work, including shoulders, ditches, and slopes, shall be neatly dressed and cleaned up on completion, according to the Engineer's direction, and shall be left in a neat and orderly condition. SUSPENSION OF WORK: The Engineer shall have the authority to suspend the work on account of the default of the Contractor, unfavorable weather conditions, or any other condition which, in the judgment of the Engineer makes it impossible to secure first-class results. The Contractor shall immediately respect the written order of the Engineer to suspend work wholly or on any particular section of the road. If it becomes necessary to stop the work for a protracted period, the Contractor shall take every precaution to prevent any damage or unreasonable deterioration of the work during the time it is closed down. The Contractor shall not make any claim or demand for damage by reason of such suspensions in the work, but the date for completion will be extended by the period of such suspen- sion. MEASUREMENT OF QUANTITIES The determination of the quantities of work performed will be made by the Engineer 9~ased ou measurements taken by him or his assistants. In computing volumes, the method of average end areas C4 • will be used for excavation and embankment. Other quantities will be computed in the units used in the proposal form, according to well organized engineering principles, and no local rules or cus- toms will be considered. NO WAIVER OF LEGAL RIGHTS Should an error be discovered in the estimate, or should conclusive proofs of dishonesty on the part of the Contractor be discovered in the work, after the final payment has been made, the Board reserves the right to claim and recover by process of law, such sums as may be sufficient to correct the error, or make good the defects in the work resulting from-the Contractor's dishonesty. FURNISHING DATA: The Contractor shall furnish the Engineer with such data as may be required to enable him to keep an accurate cost of the work as it progresses. He shall furnish a statement of the number and rate of pay of all laborers and teams employed each day upon the work; also copies of all equip- ment and material bills, or a statement in lieu thereof, showing the amount of equipment and ma- terials received on the work and cost thereof, together with such other information as may be re- quired. CONSTRUCTION CAMPS: The Contractor herein is required and he hereby agrees to conduct and maintain all con- struction camps in accordance with the rules and regulations of the County and State Boards of Health, and it is understood that the work done under this contract will not be accepted by the County until all camps have been placed and left in a sanitary condition. Special reference is here- by made to the rules and regulations of the State Board of Health pertaining to Industrial camps. C6 • ~. SPECIAL PROVISIONS FOR "PERMANENT HIGHWAYS" The special provisions hereinafter contained shall supercede any provisions of the Standard~Speei- fications in conflict herewith. LUMP SUM CONTRACT: The lump sum price bid will be considered full compensation for the full compliance with the terms of the contract, plans and specifications and the completion of the entire work covered by them. In the preparation of the plans, the classification and quantities of the various items of work shown thereon were determined as accurately as possible from the Engineer's best judgment; however, the county assumes no responsibility for the correctness of them and no additional compensation will be allowed, or deductions be made on account of any increase or decrease in the quantities or classifi- cation of work performed, except as provided for in the contract and specifications for "Alterations" and "Extra Work." Where reference is made elsewhere in the. specification to payment at the contract price per unit of work complete in place, it shall be understood to apply only to "extra work" and shall not apply to the work to be performed under the lump sum bid. EXTRA. WORN No extra work shall be done except upon the written order of the Engineer, and when so ordered, the value of the work shall be computed by the Engineer and his determination shall be final and con- clusive and binding upon the Contractor. In the event of extra. work arising for which no bid has been taken, and agreement cannot other- wise be reached as to payment therefor, the Engineer and Board shall have the right to order the same done upon the basis of Force Account. Payments for extra work done under force account shall be the amount of the actual reasonable cost to the Contractor .for materials, labor and industrial insur- ance, with an addition of ten per cent (10%), which ten per cent shall cover all overhead expense, profit and use of tools and equipment. Funds Not Available: Under the contract as set forth on page B-3, no warrant can be issued against the Permanent Highway Fund unless there be sufficient money to pay such warrant in such fund to the credit of Jefferson County. .Owing to the large amount of delinquent taxes, there is no cash available in Jefferson County's Permanent Highway Fund at this time-with which estimates for the work under this improvement can be paid. Estimates will therefore not be paid monthly, as elsewhere provided for in this contract, until the delinquent taxes are paid in, or until additional cash is made available or is transferred to the Permanent Highway Fund to the credit of Jefferson County, in January or .February of 1927. C6 SPECIFICATIONS CONSTRUCTION DETAILS CLEARING,- GRUBBING AND REMOVAL OF STRUCTURES CLEARING: _~0 The right of way will in general be cleared to the width of 28 feet on each side of the center line, but will be cleared to greater widths where ordered by the Engineer. Clearing outside of the right of way shall be done under the same specifications and be paid for at the same price as clearing within the right of way. The clearing will in all cases conform to the stakes set by the Engineer. Within the lines staked by the Engineer, except as hereinafter specified, all trees, brush, logs, and other organic matter shall be removed and burned ,within the right of way. No stump shall be left in the cleared space with a height greater than its diameter. Under fills of more than five (5) feet the. tops of stumps shall be cut at least two feet below grade. Trees designated by the Engineer shall be left standing and care shall be exercised by the Contractor not to damage such trees in falling adjacent timber or in burning. All merchantable timber shall be cut into logs of standard lengths and decked along the side of the clearing or within the right of way outside of the clearing, free from rubbish and worthless logs. At such times as the State or Government authorities prohibit burning, the refuse from the clear- ing shall be piled along the sides of the right of way at points where its burning will not damage standing timber, and when such prohibition is removed the piles of refuse shall be burned. Clearing must be carried on and completed at least one-half mile ahead of the grading. Clearing will be paid for by the acre for the area actually cleared by the Contractor in accord- ance with the stakes set by the Engineer. GRUBBING All stumps and roots embedded in the ground within- the areas included between the slope stakes of all excavation, and all embankments of five (5) feet or less, shall be removed and burned within the right of way. At such times as the State or Government authorities prohibit burning, the refuse from the grubbing shall be piled along the sides of the right of way at points where its burn- ing will not damage standing timber, and when such prohibition is removed, the piles of refuse shall be burned: - Grubbing will be paid for by the acre for the area actually grubbed by the Contractor within the limits above specified. REMOVAL OF STRUCTURES Where the Contractor is required to remove from the right of way buildings, fences, puncheon, telephone poles, irrigation flumes, or other structures not constituting a part of the roadway, and the removal of which is not elsewhere provided for in these specifications or the plans, such work will be considered as extra work, and shall be done according to the Engineer's instructions and paid for as provided under the clause covering extra work. In case structures constituting a part of the roadway, such as existing culverts or bridges, are re- quired to be torn out and removed, such work will be considered as. incidental to the structures which replace the ones removed and will not be paid for separately, and compensation for their removal will be regarded as included in the payment for new structures, unless otherwise specifically provided in the Special Provisions or on the plans. D1 • GRADING • DESCRIPTION Under this-head is included all excavations and embankments required for the formation of the roadbed, the digging of drain ditches and cutting new channels for streams, either within or without the right of way, excavations or embankments for bridges, culverts, and other structures, and the grad- ing of intersecting highways and private roads, and grading new approaches when ordered by the Engineer. CLASSIFICATION Grading shall be classified under the heads of Solid Rock Excavation, Loose Rock Excavation, Common Excavation, Structure Excavation, Ditch Excavation, and on Paving improvements there shall be the additional classification of Subgrade Excavation. Material from borrow pits shall be classified under the heads of Solid Rock Excavation, Loose Rock Excavation, and Common Excava- tion. Solid Rock Excavation will include all ledge rock that cannot be removed without drilling and blasting and all boulders containing .more than one-half cubic yard. Loose Rack Excavation will include detached rock and boulders containing one cubic foot or more, and less than one-half cubic yard, cemented gravel and hard pan. Cemented gravel is defined as gravel caused to cohere by infiltrated calcereous or silicious matter, or by the effect of such infil- tration combined with that of pressure, and which cannot be loosened by picking or by plowing with a 6-horse team. Hard pan is defined as a mixture of clay, sand, pebbles, and small rock so firm- ly compacted that it cannot be loosened by picking or by plowing with a 6-horse team. Common Excavation will include all excavated material not included under the heads of Solid Rock Excavation, Loose Rock Excavation, Subgrade Excavation, Excavation for Structures, and Ditch Excavation. Structure Excavation will include all material excavated for the footing of culverts, bridges, and retaining walls. Ditch Excavation will include all material excavated in constructing channel changes and other ditches, not including the side ditches in the regular road section or side borrow pits. In case loose rock or solid rock is encountered it will be so classified. Subgrade Excavation shall be so classified on paving improvements only, and shall inchide that material excavated from the traveled roadway of an existing road surfaced with gravel or crushed rock where the location follows such existing road, and where the cut at the crown of the existing road is three (3) feet or less. In case loose rock or solid rock is encountered, it will be so classified and paid for instead of Subgrade excavation. In excavations where the cut at the crown of the existing road is greater than three (3) feet, the material will not be classified as Subgrade Excavation, but will be classified as common, loose rock, or solid rock, as the case may be. In computing Subgrade ex- cavation the material in the shoulders of the existing .road above the base of the pavement and within two and one-half feet of the edge of the pavement will be allowed as Subgrade excavation. EXCA©ATION: Excavation shall include the removal of and satisfactory disposal of all materials taken from within the limits of the work contracted for. ~. All excavation shall, if required, be taken or hauled into the nearest embankment to the extreme distance required by the Engineer. The surplus beyond what is necessary to form the contiguous em- bankment, is to be disposed of in widening the embankment uniformly along one or both sides of the same, or is to be deposited in waste banks, or is to be hauled to form any embankment on the road to be improved, as the Engineer may direct. In cases where the quantity of material taken from the regular cuttings shall not be sufficient to form the requisite embankment, the deficiency shall be supplied by taking material from cuttings within or without the right of way, at such places as the Engineer may direct, or from an enlargement of the regular cuttings, made uniformly on one or both sides of the same, and the sides of the excavation in all cases shall be dressed to such slopes as the Engineer may require, provided, that if the Contractor shall have sloped such excavation by direction of the Engineer before widening the same, payment for sloping the second time shall be made by force account as hereinafter provided. E1 • Wherever the Engineer may deem such a course necessary, the cuttings shall be made below grade, and clean sand, gravel, loose rock or other material deemed proper for the roadbed, shall be procured by the Contractor and deposited as the Engineer may direct. In Solid Rock Excavation, the Contractor shall be required to excavate eight (8) inches below the grade and to backfill to true grade and crown with material as specified above. Such excavation and backfill will be estimated and paid for at the contract price for common excavation, solid rock excavation, or common borrow, as the case may be. The surface of the roadbed shall conform strictly to the final grades set by the Engineer, and shall. be composed- of the best materials obtainable from the excavation. No boulders shall be left protruding from the surface and all stones of greater diameter than two inches shall be removed from the entire surface of the roadbed. STRUCTURE EXCAVATION: Foundation pits for culverts, bridges, and other structures, shall be excavated to the depth and lines indicated on the plans or established by the Engineer. The material obtained from such excava- tion shall be used, as the Engineer may require, either in constructing embankments, or for back- filling over and around the structures after they are complete, or, in case it is unsuitable for either of these purposes, it shall be disposed of in such manner as to avoid obstructing the stream or other- wise impair the efficiency or appearance of the structure or other parts of the road. The backfilling of openings made for structures shall be considered as a necessary part of the excavation, though the Engineer may require that the material for use in making a backfill be obtained from a source entirely apart from the structure. On paving improvements the backfill for structures shall be made in layers not more than six (6) inches thick, and each layer shall be thoroughly tamped or rammed before the next succeeding layer is laid. Where the material used in making the backfill is difficult to compact, the Engineer may require each layer to be thoroughly flushed with water if in his judg- ment such flushing would be desirable. Compensation for such wetting shall be included in the. con- tract price for Structure Excavation. Measurement will be made to the actual lines of the excavation, provided that in no case will meas- urement be made to lines at a greater distance than twelve inches from the greatest outside dimen= son of the completed structure. Structure Excavation will not be further classified into Solid Rock or Loose Rock Excavation. OVERBREAK AND SLIDES: Side slopes shall be made as staked by the Engineer. In case finished slopes slide into the excavation during the progress of the work, the slide material shall be removed at contract price per cubic yard. Slopes undercut at the bast by draglines used in excavation, or destroyed in any manner by act of the Contractor, shall be resloped, parallel ~to the slope as staked by the Engineer, at the Contractor's ex- pense. ' In solid rock excavation, overbreaks due to blasting will be removed by the Contractor at his own expense. EMBANKMENT: The materials composing the embankment must be entirely imperishable, and wherever the natur- al surface upon which the embankment is to be placed is of such a nature as, in the judgment of the Engineer, would impair the stability or usefulness of the surface, it shall be removed to such width and depth as the Engineer may direct, and the material so removed, disposed of as ordered. On paving improvements all embankments shall be constructed in successive horizontal layers not exceeding eight (8) inches in thickness. Each layer shall be rolled with aself-propelled roller weighing not less than ten (10) tons and such rolling shall extend across the entire fill. If the mate- rial does not compact readily under rolling, each layer shall be sprinkled with water before or during the process of rolling in order to secure a thoroughly compacted mass. Layers shall be carried up full width from the bottom of the fill to avoid the necessity of widening on the edges after the center has been brought up to grade. The contract price per cubic yard of excavation shall be full compensation for such rolling and sprinkling. Whenever the site of an embankment is covered with snow sufficiently deep to impair the utility of the work, the same must be removed and deposited beyond the slope stakes, at the Contractor's own expense. Work of this nature shall always be at least one hundred (100) feet in advance of the embankment. E2 BORROW PITS: • Borrow pits shall be connected with ditches and drained to the nearest natural outlet. Side slopes of borrow pits in all cases shall be dressed to such slope as the Engineer may direct. A berm of not less than six (6) feet in width shall be left between the slope stakes of the embankment and the edge of the borrow pit, and a berm of not less than two (2) feet shall be left between the outside slope of the borrow pit and the right of way line. The berm must consist of original unbroken ground. OVERHAUL ON EXCAVATION: Excavated material shall be hauled to any distance that the Engineer may direct. ~Phenever the material is hauled to a distance greater than four hundred (400) feet, the Contractor will receive addi- tional compensation for overhaul on excavation. The method of computing overhaul shall be by appli- cation of the mass diagram. WASTE AND BORROW The- Contractor will not be allowed to waste and borrow in lieu of hauling the material as required. DISPOSAL OF .SURPLUS MATERIAL All surplus excavation and waste material shall be used uniformly to widen embankments along one or both sides of the same, or to flatten side slopes, or be deposited in such other places and for such other purposes as the Engineer may designate. DEPOSIT OF STONE: The Contractor, when directed by the Engineer, shall deposit on the side of the road, or at such convenient points as may be designated, any stone or rock that he may excavate, and if in so doing, he shall deposit material required for embankment, the additional number of cubic yards of excavation required in forming such embankment will be allowed and paid for. All stone or rock excavated and deposited as above shall be the property of the County, and the Contractor will be held responsible for its safe keeping until removed by proper authority, or until the contract is completed. DRAINAGE DITCHES: All ditches shall be constructed as shown on the plans and shall be so graded as to conform to the natural flow of the water. to culverts, or natural or artificial channels. In going from cut to fill the ditches shall be cut to the right or left before reaching the fill. Under no circumstances shall the water be allowed to run upon the fill. METHOD OF MEASUREMENT OF QUANTITIES All grading will be measured in excavation in its original position by cross sectioning, except in the case of borrow pits of necessity so irregular in shape as to make accurate measurement impossi- ble, in which case, the volume of the settled embankment shall be taken as the volume of the borrow pit. PAYMENT; Grading will be paid for by the cubic yard of excavation at the respective unit price bid for the various classes of excavation provided for and the price paid for such excavation, with the additional price paid for overhaul as hereinafter defined, shall be full compensation for excavating the material, hauling into embankment or disposing of it as directed by the Engineer, and finishing the roadbed and slopes as heretofore directed. The price paid for excavation shall include hauling the material within and up to a distance of four hundred feet.. As compensation for hauling excavated material to distances greater than the speci- fied four hundred feet, the contract price for overhaul will be paid on each yard for each one hundred feet that it is hauled beyond the above specified four hundred feet. Payment for Structure .Excavation will be made at the contract price per cubic yard for "Struc- ture Excavation," which price shall be full compensation for all necessary pumping, bailing, drain- ing, sheeting, .diversion of streams, etc., and backfilling over and around such structure to the original surface of the ground. E3 CUL'i~ERTS DESCRIPTION • All end walls, retaining walls, catch basins, drop inlets, etc., and all concrete and masonry cul- verts and bridges, or parts of same, shall be constructed in accordance with plans and of the par- ticular kind of concrete or masonry indicated on the plans in these specifications. MATERIALS The materials and workmanship shall conform to the requirements of the specifications for the class of concrete or the kinds of masonry used. PAYMENT The basis of payment for concrete and masonry drainage structures shall be as provided in the speci- fications for concrete and masonry, herein before given. CONCRETE PIPE: Concrete pipe culverts shall be constructed wherever indicated on the plans or directed by the Engineer. Materials. Concrete pipe shall be circular in cross-section and in lengths of not less than two (2) feet. It must be dense, smooth and free from any imperfection that would impair the strength. It shall be mixed in the proportions of one (1) part Portland cement, two (2) parts sand and one and one-half (11/2) parts clean pea gravel; or one (1) part Portland cement and three (3) parts of properly graded aggregate. The cement shall meet the requirements specified under "Concrete Structures." The aggregate shall meet the requirements contained elsewhere in the specifications for concrete structures, except that the maximum size of coarse aggregate shall be no greater than three-eights (3-8) of the wall thickness of the pipe. Tlie concrete materials shall be mixed to the desired consistency in a batch mixer of opproved type. Mixing shall continue for at least one minute after all materials, including water, are in the mixer. The minimum thickness of shell and the minimum amount of reinforcing shall be as set forth in the following table Triangular Rein- Minimum Thick- forcement Four Inside Diameter ness of Shell- Inch Mash. Lb. in Inches Inches per Sq. Ft. 12 Plain 2.00 None 18 Reinf 2.00 0.30 24 Reinf. 2.75 0.40 30 Reinf. 3.00 0.40 36 Reinf. 3.25 0.50 All pipe must be the product of approved factories. The Engineer reserves the right to reject the product of any pipe works whenever in his. opinion, the methods of manufacture are not such as to guarantee uniform results, or where the materials are such as to produce inferior pipe. The En- gineer shall have access to all parts of the pipe. factory, storehouses, yards, etc., at any time. All pipe shall be kept wet continuously for ten (10) days immediately following manufacture. Pipe shall not be laid until thirty (30) days old. The finished pipe shall be sound, hard, and dense, free from porousity, cracks, or distortion. Plastering or grouting of defects will not be permitted. The pipes shall have the factory name or trade mark as well as the date of manufacture plainly impressed thereon. Joints of all reinforced pipe shall be of the lock-joint.or butt type with positive connections between sections of pipe. Joints of plain twelve (12) inch pipe may be of the bevel or overlapping type, joints shall be thoroughly sealed with a mortar composed of one (1) part Portland cement and one (1) part sand. M1 The bevel, butt or overlapping type of joint may be used for reinfoced pipe with the addition of a mortar collar, composed of one part Portland cement and one part sand, and having a width of eight (8) inches and a thickness of two and one-half (21/2) inches, and placed over the joint during construc- tion. Construction. A. trench shall be excavated to the lines and one (1) foot below the grade given by the Engineer, if so ordered, and backfilling with gravel or other suitable material and thoroughly tamped to give any unyielding foundation. Compensation for the additional excavation will be made at the contract price for "Structure Excavation." Compensation for the backfilling to the grade of the bottom of the pipe and tamping same, will be made by "F~'orce Account." While laying the pipe the joints shall be thoroughly sealed with a mortar composed of one (1) part Portland cement and one (1) part sand, care being taken to protect the joints until the mortar has thoroughly- set. Reinforced pipe having a bevel, butt or overlapping joint shall be thoroughly cleaned before the mortar collar is placed. A form shall be used to hold the mortar in place on the lower two-thirds of the collar until it has hardened. After the pipe is placed, the trench shall be backfilled with gravel or other suitable material, and thoroughly tamped as backfilling progresses. ,Special attention shall be given to tamping joints. Concrete pipe, thirty-six inches or more in diameter, to be placed under embankments of eight feet or more, shall be reinforced during construction of embankment with four by four .posts placed in a vertical position. The posts shall be lightly wedged in place at three foot intervals where the embankment is four feet or more over the pipe. If there will be water in the pipe during the construc- tion of the embankment, the posts and wedges shall be soaked in water twenty-four hours before being placed. VITRIFIED TILE Virtified the pipe shall be double strength, salt-glazed, sewer pipe, free from all defects im- pairing its strength. A trench shall be excavated to grade and line, as given by the Engineer or to one (1) foot below grade, if required, and backfilled with gravel or other approved material, and tamped to grade to insure an unyielding foundation. Compensation for the additional excavation will be made at the contract price per cubic yard for "Structure Excavation." Compensation for the backfilling and tamping to the grade of the bottom of the pipe will be made by "Force Account." Particular atten- tion shall be aid to excavation for the bells of the tile, to prevent the bell from bearing on the founda- tion.~ Tile shall be laid with the bell end upstream and all joints shall be cemented with Portland cement mortar mixed in the proportion of one (1) part cement and two (2) parts sand. Backfill shall be thoroughly tamped as it progresses, paying particular attention to joints. Payment. Culvert pipe will be paid for at the contract price for linear foot of pipe in place, which shall be full compensation for furnishing the pipe, cementing joints, backfilling and tamping, and all other incidental work except the excavation. Excavation of the trench will be paid for at the contract price per cubic yard for "Structure Excavation." Headers or End Walls. headers or end walls shall be constructed where called for on the plans and of the materials and dimensions indicated on the plans. M2 ~; TILE DRAINS DESCRIPTION At such places as shown on the plans, or as designated by the Engineer, underdrains shall be con- structed. They shall have suitable outlets into culverts to drain water entirely away from the road. They shall be constructed to the line and grade furnished by the Engineer and in accordance with the plans. POROUS TILE Porous Clay Drain Tile shall be burned from clay or shale, free from pebbles and other foreign substances which impair its strength or durability. The the shall have a smooth interior and square ends. It shall not vary from circle more than ten per cent of its internal diameter. Concrete Drain Tile shall be composed of one part of Portland cement and three parts of sand of the quality and grading specified under .Concrete Structures. The the shall be dense and free from rough or porous pockets. It shall be straight and shall have a smooth interior and square ends. It shall not vary from a true circle more than five per cent of its internal diameter. Concrete Drain Tile shall not be used east of the Cascade Mountains. The following table of dimensions shall apply to either Clay or Concrete Drain Tile Internal Diameter wall Thickness Length 6 in. ____- 5/8 in- ------------- ------..---_-.-_-16 in. or less 8 in. ---------------------------------------11/16 in. .-------------------------------------------16 in. or less 10 in- ----- ----------------------------------13/16 in. --------------------------------------------16 in. or less The absorption of either clay or concrete the shall not .exceed ten per cent by weight. A trench shall be excavated six (6) inches below grade .of the and baekfilled to grade line with fairly clean gravel. The ends of the the shall be laid in close contact, covered with a piece of burlap six (6) inches wide and long enough to wrap one and one-half (11/2) times around the pipe, giving double thickness to the top half. The trench carrying the pipe shall then be backfilled with gravel or other suitable material. If located within the shoulder lines of the roadway the backfill shall be thoroughly tamped. PAYMENT All the drains will be paid for at the contract price per linear foot of pipe in place, which shall be full compensation for furnishing the materials, laying, and all other work incidental thereto, except backfilling with gravel, and excavation. Excavation on the trench will be paid for at the contract price per cubic yard for "Structure Ex- cavation." Backfilling with gravel will be paid for at the contract price per cubic yard for "GFravel Back- fill." N1 GUARD RAIL DESCRIPTION: Guard rails shall be constructed where indicated on the plans or directed by the Engineer, and shall conform in all respects to the requirements of the Standard plans for same. MATERIALS Materials shall be as indicated on the Standard Plan for guard rails for the type of guard rail to be used. Timber post and guard rails shall conform to the specifications for "Timber Structures." Cement, sand, gravel and reinforcing steel shall conform to the specifications for those materials as specified under "Concrete Structures." The timber shall be Select Common Douglas Fir. Concrete posts shall be precast to the dimensions shown on the plans. The concrete shall be made up of one part cement to two parts fine aggregate and three and one-half parts of .coarse aggregate (1:2:3i/2). The surface shall be smooth and true. The posts shall be given a Class "B" finish after they are set in place. The holes for the base of the posts shall be of the minimum dimensions shown on the plans. If round post holes are dug they shall have a minimum diameter of fifteen (15) inches. The concrete in the base shall be Class "C" concrete. The posts and the rail shall be set to the true line and grade of the highway. CONSTRUCTION: Timber posts shall first be creosoted for a distance of three and one-half (31/x) feet at their butt ends. Creosoting shall conform to the specifications for creosoting specified for "Timber Struc- tures," using dipped process. They shall then be set vertically, to the full depth shown on the plans, and accurately lined. The post holes shall then be backfilled, using especial care to see that only suitable material is used in the baekfill and that it is thoroughly tamped. The top of .the posts shall be sawed to exact grade after the tamping of the baekfill is finished. The railings shall be securely spiked in place and the entire guard rail, except the lower edge, shall be painted with two coats of white lead and linseed oil, as specified for "Priming Coat" and "Finish Coat." The paint shall conform to the speci- fications for painting specified for "Timber Structures." Joints in the rail shall be staggered and the pieces of lumber shall have a minimum .length equal to two panel lengths except at the ends, where lumber of one panel length shall be used. Lumber for guard rails shall be kiln dried or if not kiln dried it shall be piled on or near the work and in a manner to facilitate drying. The layers in the piles sb.all be separated with narrow pieces of lumber and a clearance of approximately one-half inch shall be left between pieces in the same layer. The lumber shall be protected from rains and shall be left in the piles for a period of forty-five days. PAYMENT Guard rail will be paid for at the contract price per linear foot of guard rail complete in place, which price shall include all materials and labor, excavating, backfilling, painting, and other work- in- cidental thereto. O1 • SPECIFICATIONS FOR GRAVEL SURFACING ONE-COURSE SUBGRADE: Immediately in advance of depositing the surfacing material, the subgrade shall be brought to the proper line, grade, and cross-section. Shoulders shall be formed true to line and grade, and free from humps, depressions or other inequalities. All ruts and inequalities shall be levelled and filled by means of a log drag, or other approved device. Any existing ruts which contain storm water shall be drained as far as possible in advance of the preparation of the subgrade. The Contractor shall constantly keep the subgrade in good repair, draining ruts, and shaping the subgrade by drag- ging or other means as may be found necessary in order to provide a uniform and well compacted subgrade. ' Any stones exceeding two (2) inches in the largest dimension which are found upon the subgrade in advance of depositing the surfacing material shall be removed by the Contractor and the cost of removing same shall be included in the contract price per cubic yard of surfacing material in place. DESCRIPTION: This surfacing shall consist of one course, having the dimensions and cross-section shown on the plans, being composed of screened gravel containing natural soil as binder, constructed on the sub- grade as hereinbefore specified, in accordance with these specifications. MATERIAL The gravel to be used for surfacing shall be of reasonably uniform quality throughout, free from soft or disintegrated stones, or other objectionable matter, and shall be approved by the Engineer. The surfacing material shall contain such a percentage of clay or other binding material as the Engi- neer may direct, but if in the judgment of the Engineer there is an excess of such fine material, such excess shall be screened out and wasted. In no ease shall the clay content including- binding material exceed fifteen (15) per-cent. The gravel shall be screened by means of a rotary screen to meet the following requirements Passing a one °-a ^~°'-°'F {(3~} inch rotary screen I00%. CONSTRUCTION METHODS: \~ ~~~ The surfacing material shall be deposited upon the subgrade to the amount, width, and cross- section, shown on the plans: The spreading shall be done as soon as the surfacing material is dumped, and the material shall be uniformly distributed. In order to secure a maximum amount of uniformly smooth and compacted surface the contractor will be required, as far as practicable, to do his hauling over the surfacing as it is placed;. to construct the surfacing beginning at the point of loading and working away from that point; and to thoroughly drag the surfacing continuously during the course of construction, in a manner satisfactory to the Engineer. Clay or other suitable binding material shall be added in such quantities not to exceed the total clay content of fifteen (15) per cent as may be directed by the Engineer, so that the surfacing material will pack firmly under traffic. MEASUREMENT AND PAYMENT The amount of surfacing material to be placed on the roadway may be increased or decreased at the option of the Engineer as the conditions may require. The gravel will be measured on the trucks or wagons at the point of delivery on the road. Payment for surfacing will be made at the contract price per cubic yard in place, which price will be full compensation for preparing the subgrade and constructing and finishing shoulders, furnishing all gravel, binder, and all tools, equipment, labor, and other incidentals necessary to complete the work. R1 t • • ~~ ~ PROPOSAL To the Board of County Commissioners, -- _ _ _- - ___-_- -- -County, Washington. t Gen emen The undersigned hereby certif___,____that_____~_____________ha-~'___.. examined the location of Permanent Highway No. ____~----=---- ---------------- - --- - - -------------------County, between station---.~J___ f_G_ `~-___--- and station.~~.~-.__~_ 0 ~~___, and ha___.__._re d and thoroughly understand the plans, specifications and eon-~ J tract governing the work embraced in this improvement and the method by which payment will be ~~ ~I made for said work, and hereby propose_____._.to undertake and complete the work embraced in this ~ 11,5~`I improvement, in accordance with the said plans, specifica"tions and contract, for the lump_sum price of / I`~ p In case any extra work should arise outside of the lu p contract, or any properly authorized i changes should be made, either increasing or decreasing the amount of work to be done, the under- signed bidder proposes and offers the following unit prices, which may be used as a basis of computing the value of the work to be added to or deducte from the lump sum contract price. ., ~ y ~ , ~ ,~. ~` ~ (s-~~J ~_ ~~~ ~ oG Attached hereto is certified check for_____ __N __ _________________________________ ~ ~ ` --~ ----•--- ------•--Dollars (~----------------) Payable to the County Treasurer of________ ____ ___ _______ _ _____County, Washington, this amount being ~-#~ per cent O of the total bid. A~~ (iL Dated at ~v`.'1' 6(~..;,,,~,~,~,_,,L-------this------ o-(~-------day of ---- ---~ ~L ---- ----------------192--- ------------------ ---------------- -- -------- --------- ~~_ Address of Bidder: --_-_'~~!-4~-_~_________ ____________________ (Principal place of business) ~~~~' ---- -------------------------------------------------------------Contractor.-------- l -~----------------------------------- ----------------- ----------------- --------- (If bidders are co-partners, or incorporated company, so state, giving firm name under which business is transacted.) Y1 STATE OF WASHINGTON HIGHWAY DEPARTMENT OLYMPIA August 9, 1926 tiudi for Jefferson County Port Townsend., G!a shington Per. Hwy/ 7 Dear Sir; 4~e are in receipt of Estim~~te 1 ~~nd Estirnate 2 final for the above improvement. ~`~e have no certified copy of the contract, pl€~ns find specifications on file. Kindly, therefore, for~nrard these to this office in order that our files 2nav be cotaplete~• In accordFneF ~~vith our ~rrevious Correspondence and the provisions of the contra~et, it will be necessary to hold both of these esti2lates until fu~ids hHVe been 2nade available for. the payment of the s€~rne. Kindly execute the enclosed form of certificf+te of cornpletiol7 end return to this office. i.Ir. Jas. ~.. Davis, district engineer for this depart2ne~2t wi11 make final inspection within few df3ys for final ac- ceptAnce by this department. `Tory truly yours, J. ~E. Hoover State Highway Engineer By Geo. T. :;1cC oy J~~H Asst. State Hwy.L;;~ineer J1~u G ; ;~K ce Itlr. Davis County Engr. BP~~~~ I~ pR~~12 ^ I ~~' ~t~~'~ ~~tA~I~~L ~t~,~`~C~ J~f'~~~'~aczei uc,;,,;,ri'~Y ~~~1 ~'urn,i~h ~v~~. t~uake ~z~d Ci7C~.V9~'~ $Q tna ~orz~x~~~~r ~~ ~:~out a®~~ for the mauling o~ ~~~ o~ P~~r~r.~e~~ ~1,~a1t~.~tr ~a~. ~. ~k~.~cu7.it'te ~ pia azt~ r~~~iFS n~9~13. ~,a.~~ ~~ ~uxn~~h~d ~~t~z~ cif ~;a~~. To the Board of County Commissioners, --- -- - _ _ _ _-- .County, Washington. Gen me The undersigned hereby certif________that________________ ___________ha.____... examined the location of Permanent Highway No.._~ __________ ________________ _ _ _ _ ___-- !~~--__-_-.County, between station._______________________._._ and station_____________________________ and ha__..___r d and thoroughly understand the plans, specifications and con- tract governing the work embraced in this improvement and the method by which payment will be made for said work, and hereby propose._......to undertake and complete the work embraced in this improvement, in accordance with the said plans, specifications and contract, for the lump sum price of ------------------------------------------------------------------------------------------------ ----------------------------------------------------------------------------------------------- In case any extra work should arise outside of the lump sum contract, or any properly authorized changes should be made, either increasing or decreasing the amount of work to be done, the under- signed bidder proposes and offers the following unit prices, which may be used as a basis of computing the value of the work to be added to or deducted from the lump sum contract price. ~~w~~%~ Attached hereto is certified check for_______________________________________________________________________Dollars ($.:_.._._.__._______.) .Payable to the County Treasurer of______ ___ _ __ ___ ____ ______________County, Washington, this amount being `~vr-Q, ~ per eent~%) of the total bid. Dated •~a"t`'•---------------------------------------------------this.--------- -----------day of ----------------------------------------------------------192----• Address of Bidder (Principal place of business) E; ~: $'> ~~ ~~. -_.. . --------•------------------------------------------------------------------------------- Contractor. (If bidders are co-partners, or incorporated company, so state, giving firm name under which business is transacted.) Y1 ~ • -------------------------- ~---~----- -- -•-192.°---- -------------------------------- ------------------- COU NTY OE J EEEERSON WASHINGTON ~ - Debtor to ~---------- ~ ~` ~ ~ ~ ~ ~- 7 ~~~ ~ 3 3 ~ ~.eo-ate - ~~~ ~ ~ ~.9 WARRANT NO-------------••---------- ISSUED--------------------------------- 192 :....._ Road District Fund No.__-.-_-.-.-------- CLAIM OF FOR Total Amount Claimed $ _-___:------__-- Allowed in the Sinn of ~.-..__.__-______._ 8~------------------------------------------------'---------- Chairman Board of County Colnmissioners v v ~ ti ~ ~ ~, ° ~ ~ 3 :. ~ ~" G (d N ° H °' ~ ° o O ~ ° O y W ~ a ~ U ~ ~ t j •~ ~ v ~ ° n ~ ~ 'C ~ . ~ ~ v °b , i r a ~ v ~ ~ . ~Ev~ A v bb ~ v~~~ °~ q .. b ~ ~ O Y u r ~ •' ~ ~ . ,~ ~.. ~ ~~o w~ ° ~ a~x ~ a ,~ E . ~ oo~ ''~ b ~ ~ - : Wr ~ R3 E a -~ v ~~e .n v ~ v r '~ cc E y ~-~ bA ° ~ ^" N ~ 4 , •~ ~ : ~ o O ~ ~ v ~ N t Ii ~ ro y c3 ~ ~ u ~ • ~ ° L'.° Z ~ .' y :~~° F 0 ~ y u ~ \ a (!/ ° ti a C N~. . :~Q' E vU~ ~ \ Q ~ •fd .C N N '.~. `n+ 3 U ~ @-~ ~ U ~ :_ . 0 b P ,_, O M C F- ~ ~ w , O ~~ i3 W ,- ~ o y ~ iz 'a ~ a O ~ ~~ ~i U : w y ~ ~ v ~ w ¢~ ~ Z 0 i ° W V ~ U z :° >, y "~ ~mm o : } . . ~ F r v N .~ B `^ ~ ~ ~ ~~~ r ~ ~' 0 ~ ~ ~ ~" U U ~ N ~ ~ o °~ ~ ~ H~ _ ~ -N a+ N o ~ ~ ~ ~ *.~ ~~ y~ a o ~_ U ~ O O « y WO C U u C ~v E Ko °w c~a P .C-~ ' v T~ ~ ~o w~ • P C ~ 7. d ~ 3 `~ v °` ~ Qo aE .~ ° °~ ~, Y s V ~ N -a aE .a a U :c Y j 3 x v" u U oN - U c ~j W v ~E ~ ~, N roN+ ~ ~ Ma v 'w" ~~ M,~ O N ~ a ~a E ~p N O^ ~ ~ m ~~ ~ C Bm "~ O i o' v ~ ° W m ~A v~ a Ev ~,~ -uE _v ~ P :o u ~. T -3 c v a•°'y5a -°~ m~^ c a •.7^. o ,y ~ a,~, O P. DO y~WyE ~~~--~ .. ~., ~~ ~° z°-~.~ E ~ yN Debtor to COUNTY OF JEFFERSON WASHINGTON -, ~~~ ~~~ ~ ~ ~ ~ ~-~ ~a~ ~/ j ~v~ ~ ~, a~ I ~~ ~ ~~ .1 ~~ NO------------------------ ~ y ~ N~ :.. LIED .- _ - ----------------.192-------- `" .. .., ~ y ~ :, ; __-___ ~ ~ ~ O Y ;O 1 LL C O ~, ~ O O .W :~ U! N U Fund ~ U o ro U . ~~~ ~ ; Claim of ~ a ~ ~ ~ ~ a q b b ~. ~o o .~ V 2y N ~~~ a V .C U ~3 a+ ---------- n r v .. ~ i o , , •----•---------- -------------------'--------------- o y ~ .~ c s y c~ o E ~ O ~ .. n. ~ ~ ,~ o ~ ~ i w a o o >, ~ ~ ~ ~ ~ For .~ ~ a ~~L' 8 s ~" a p V G s, ti ..-. i ~ m ~ i i ----------------------------------- ----- '-' to ^ N ~ G..G V ----------------•----------. ~ i C 4-. G: U U ~ y bA A ... O ~ ~ '-"' N Y.~.. L O ~ O i.• L ~.. O ~ -----------------------------------,.--------.--.----_-.-._-----.------- ~ .~ ~ ~ ~ c J r li ca ~ N • ~ V .9 O ------------------------------ x. v iv Z C `~ y °' ~ . . ' ~ .~ O o ~' y.u 5 ; 3 otal Amount Claimed - ,Q~ ~ ~ w N : N - ~llowed in the Suna of - $ - o ~ ~ h1 _ ~ ~ ~ o a ~ -- ~ ~ , ~~ ~ ,~ W ~ :-. Chairman Board of Country Commissioners ~ ' w ~ .~~~ ~ y ~ 0 . . i~ O O N ~ V V ~; N __ _.- _ ~ p ~ .~N.~ Y ~ ti r O ~ ~ ~ G ~ t+ ~ ~ ~ ~ ~ v Z ai :O ~ ~ ~^~ a O .U o y V a U o ~ ~ w ~~ ~ o ~ b YJ H ~ ~ a~+ ~~ c3 C .... y ..+ y n ~ y ^ it GR&EYWOOD-2000-6-19a5 .~ 4.. .~ N ~ O Ul *.. O v ~ i a. _ ~jjF ~x. ff ) i ~! (. ~ i~~ V .. {~ ~-~ ~ ~ Vii. G.~.,~.. E ~-~ ..~-f ~ ,'--.~' v ~/ G- cJ y .1 G O ~ T-c.~L_L ~ Cam- 1 S ~ c ~ O 1„C, ~1 ~. S ~---_ -- ~/~ o << ~~i ~ a ~d ~fi . ~ ~ ~ ~~ ~ .~ _:# x. r;~ J ,~ ~~~ ~° a?~'7 ~~ s -~ / / ,- w-. ~7~ ,.~~ ~- .5. , / ~~ / ~:.• ...~ _ '' ~ .'~._.-tJ:.._t T .,/mar- ~.~ ~ `f /~ Y b lc ~ ~J ~a ~ *~CR~ (4,tcD ~ u.l~ AGO ya ~ a-s-o -~i1~Fr4 ,atl S n // ~ ~ '' r - r I ~ J L',f ~ y-- ~ ~ _ ~ , , .~ ~ -i~ v o i L.1.~ 4iVL~ 1 , ~ .~ . ~ ~ ~ ~ . 7- ~ / ~ 7 ~5 0 i 9 ~-,-~ ~-~..~._~ ~-~- s ~ .~ ~,~ ~ ~ ,.,~ f i 8 ~ ~ - s ~ 3 - -4 s / y y ~ c~E ~ ~G;_~„_y ~ ~,%, ,/ ~ cf b~ So ~ 7 Cl.~.~.~/L rn.~- ~ .~ ~ / _ a ~x. f ~ _ _ ~ / t' f' I' i~ ~7J S~I r1 v S_~ C 7 - s ~~ ~ 2 L ~ f „~.~ ~-, , ~. ~w ~ t .~ 7C .+ a r,n ~ zU S' ~ V µf.` 4 ~ ~G' f ~ N „ e T~ c fu,- ~Y~C~~ / ,, „ '~ v/~d (,~..a .~fy rS :~i~~~ 1, ~ ~• J U ,[ t ~fA~ ' q „ r+ + ~ is ~' !p r S ~/.,~ ~ , ~.: /rte, / L~ ~/yj• 1,ii,. SZ '1-s- L..ve.u"tr~ny ~Y<t'Er'ti ~ (~? /.~C'rGtS ~6l~{ [~ d~('~ S ~ ./sue ~yf~, su b' 3 / D YW'~1 Y ~ _. ..~ ~x. ~~ ~o "~ f ~ 1. r /~ v /~ a ~ I ~ ~ STAxm Fo$nI No. 33-1917. (TO BE USED FOR ROAD ESTIMATES ONLY) ~ bRIGINAL-D'U1~ICATID.. STATE ®F WASHINGT -ro_....::...~.q s........~o.....n_~ .................................................................................................. DR. n ~ p ....,~1-y-~'--~'-)-------------------------- 191~-~ (Postofjiee Address).......L...S?-'r-~-------~~Y.Y-C] ~~..~t.~-----}-----..~..1!.~i-S-~--------.-....------------------•---------- Permanent Highway No..__7-------------------- County----~ ~-~-~-~-Y'.'S °-C1---, Contract No.._-_.-._.-----------------, Estvrrtate No..--_-~ - ~--~3_fJ.i- ~.------------ PRICE QUANTITY TOTAL P$IDVIOIIS P$IDSIDNT 1. Clearing, per acre ~~ 3 ~ f I~ / g 7 l g Q Q Q / / / g 0 Q - 2. Grubbing, per acre / 2 ~ 3 ~ Y 7 g 999 9 1 9 / .9 3. Common Excavation, per cu, yd. 3 / / ~gd g" 5'v ` 7 ~ ~50 ~ 4. Loose.-Ibselr Excavation, Cy ~ V e r' ~-• per cu. yd. 9 i / Q 0 i QQ / / Q p OQ / Q ~ 5. Solid Rock Excavation, per cu. yd. 4 E. Common Borrow per cu. yd. ~ ~ 7. Loose Rock Borrow, per cu. yd. h 3. Overhaul for each 100 ft. per cu. yd. a l ~aQQ gQ0 00 g~(,J~ 00 9. Riprap, hand placed, per cu. yd. 4 ~ I JI I 10. Slope Walls, per cu. yd. r ~ 11. Concrete, 1st class, per cu. yd. I f i 12. Concrete, 2nd class, per eu. yd. ~ II f ~ i 13. Structural Steel Shapes in place per lb. 'p I I 14. Reinforcing Steel in place, per lb. ~ I I 15. Pipe Rail in place, per lin. ft. ~ ~ I ~, 1E. Guard Rail in place, per lin, ft. ~ ~ jI I 17. Timber in place, per M. B. M.' ~ ; I~ 1S. Piling in place, below cut-off, per lin. ft. ' ? !! ~ , (, 19. Piling in place, above cut-off, per lin. ft. i 20. Cribbing Logs in place, per lin. ft. t I ~ ~ ~ i, 21. Culvert Logs in place, per lin. ft. I ;; I, 22. Porous Tile, in place, 4" per lin. ft. '• ' 23: Porous Tile, in place, 6" per lin, ft. ! ~', 24. GD r1 e ~ Culvert Pipe, in place, 12", per lin. ft. I ~ ~, Z.9 ( ~ 17 p I I 17 / ~ I ~ ` i ii Culvert Pipe, in place, 18", per lin. ft. p ~ ~ l i i! Culvert Pipe, in place, 24", per lin. ft. i i f i ~ li !I Culvert Pipe, in place, 30", per lin. ft. , i Culvert Pipe, in place, 30", per lin. ft. ~ i f' ~; 25. ! ~ ,( 26.Gravel Surfacing, in place, per ~, d, ~ 8~ ~ 39 ~ ` '' 3 29 7 ~ 3 29 i !7 ~ ~ i' z7. ~' 28. I ' ~ ~ i ~ ~ ! ~~ ';~ 29. i y { ~ '~ 30. R ~ E ( ,~ ~ 11 1 31. Qu4r1+iT~ 't-a EC~44~ ~Wm~ ~~trr0 r ~ f / i 6 ~ ~ ~ ~ ~ ~ ~ 32. ~ i ~ i 33. Force Account-per bills and resolution attached „ ( `I ~~ tale, ~ ~ j ~ ~sq ~ / 2 25"9ffibs per cent. retained, as per contract, ~ 03o'f g J('' per cent. to be paid by county, ` ~ ` ~i per cent. to be paid by state, / 259 6 S / D ~Zo`7 0 / g3 S !~ Approved by Board of County Commissioners o f .................-------------•----------------------------------------------County This------------------day of....----------------------------------, 191------ Chairman. Leave this space blank Por use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. County Dngineer. I . ............................................................................... having ~Crst been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actually performed and material furnished as therein charged; and that there is due me this date, according to contract, the sum of .t ............................................................. and that the same or any part thereof has not been paid. (siarr aESE)------------------------------------------------------•---------------------------•--•---------------------. for Subscribed and sworn to before me this________________________________day Claimant. of-.......----•--------•------------------------•---------> 191--•--- gpproved.------•-•--•------------.._.._..-•-------------•---••--------------------...... (SEAL) Notary Public. Residing at.-•------------•-----------•---•------------------- State Highway Commissioner. AUDITOR'S OFFICE STATE OF WASHINGTON Warrant No........._ ......................................................................... Amonnt, $+ ................................................................................... T o ........................ Accownt of Appropriation for Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk oP payee; or, will be registered it Yull postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cambering the files with useless paper, C. w. CLAIISI;N, b'tate Aud{tor. Fa9NH M, LAb4BOBN, PUBLIC PIIINTBB STATHI FO$M No. 33-1917. (TO BE USED FOR ROAD ESTIMATES ONLY) ~--DIIPLiCATID.... ~.. d STATE OF WASHI GTC~ ~ ~ TO_. ......................... ......................:.............................................. _............................................DR. '' _....-- -. .. .....:(~...---•---.., 19 ~...~ (Postofjiee Address)-------~---------------------------------•-----•-• •---•-~._.........---..-.._...------------------•---..........-•--•--------- Pe arraent Highzway No..._-_.7.__....---_-, County -- -- - _-- -- - ---, Contract No..__._.••---•---------------- Estvmate No...._._~._......__.....---_---•-•----_ P$ICes QIIANTITY TOTAL P$IDVIOIIB P$iflsIDNT ; 1. Clearing, per acre 113 ~' ' Q ~ ~,3.~0 ~ O 1 13 ~ O 2. Grubbing, per acre ~ Z$ ZS 8~ - L.,j_ .0; _ 3. Common Excavation, per cu. yd. 1L "f 4. Loose Rock Excavation, per cu. yd. 5. Solid Rock Excavation, per cu. yd. 6. Common Borrow per cu. yd. 7. , Cy I V ~ ~X`per cu- yd. / / 8. Overhaul for each 100 ft. per cu. yd. 9. Riprap, hand placed, per cu. yd. 10. Slope Walls, per cu. yd. 11. Concrete, 1st class, per cu. yd. 12. Concrete, 2nd class, per en. yd. _. _.. 13. Structural Steel Shapes in place per lb. ~ , 14. Reinforcing Steel in place, per lb. ' ._ _ _ .. . 15. Pipe Rail in place, per lin. ft. 16. Guard Rail in place, per lin. ft. _ _ 17. Timber in place, per M. B. M. - __ _ _ ._ _ __ . 18. Piling in place, below cut-off, per lin. ft. 19. Piling in place, above cut-oft, per lin. ft. 20. Cribbing Logs in place, per Iin. it. .._ .. ... 21. Culvert Logy in place, per lin. ft. 22. Porous Tile, in place, 4" per lin. ft. - 23. Porous Tile, in place, 6" per lin. ft. 24. Pf Q i rl Culvert Pipe, in place, 12", per lin. Pt. ~ p9 I • - Culvert Pipe, in place, 18", per lin. ft. ~ u Culvert Pipe, in place, 24", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. f ~ Culvert Pipe, in place, 30", per lin. ft. 25. 1 ru c-~(S Q't BU R~( - ! - .. 26. G,i.4v2I Surfacing, in-g}eee, per gi~ f ~ ! _. 27. ~ ~ 28. ~ f .. i 29. ~ (f _ . 30. ~ { i ~ 31. I _ .. 32. ~ ~ . I ~ 33. Force Account-per bills and resolution attached ~ Totals, - ~ i y 9~ ' L 9 9 ~ ' ! .. _ ~ _. per cent. retained, as per contract, 20 I 20 per cent. to be paid by county, E ~ ~ per cent. to be paid by state, / ~ ~%~ y; ~ ~ 1 / 0 Q Approved by Board of County Commissioners of-----•---..__...__ .................•------------------....----------------..Count y This-•----------------day of-----.......------------.......--------, 191....-. Chairman. Leave this space blank for use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. County Engineer. _ ___ ____ ____ ___________ _______ _ l__.___.____.._ .._.._.___~h-; wing first been duly sworn, do hereby depose and say that the above bill is tr an correct; that the work was ac ally performed and material furnished as therein charged; and that there is due me this ate, cording to contract, the sumo ,$____ _______ _______________ _ _ _ _ ,and that the;szlme or any part t reo h not been paid. ~ ~ ~, j; -•-• ----------• -- -- ---• f l/ , (slax $ExE)...-- ~ --• -- •-•------- - ~ ~=--•- ---•-•=r`-~---•----- for ---,--••---•- --`-f--'l-•- -•-------------• /~-~-{~ -------- ----- ~Claimant. Subscribed gaz'd~s rn to before me this________________________________day ~, of-~•-•-----------------------•---•--•---------•----~ 191-_____ 9.pprov -°----•---•-•--------•---------------•-°---------------_.._.-__..._..........- (SEAL) Notary Publio. Residing at ....................•--•---•--••---------_.__.._.__---•-•- State Highway Commissioner. .:~.~ AU®IT®f~'~ ®F~'ICE STATE OF WASHINGTON Warrant No Amount, ~ ........................................................................................... To ............................................................................................. . .... ......... • Account of Appropriation for L~ Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will he registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. w. CLAtiSEN, State duditor. PRANg 9f. LAHiBCRN~ PIIBLIC PSINTHS ~~ _ EITATID Fosnl No. 33-1917. (TO BE IISED FOR ROAD ESTIMATES ONLY) ORIGIN .. -, STATE OF~ WASH~INGTG~ • ~~ 7 ~-. ~ DR. -----------------------•1---...------------, 19 .------- (Posto ffiee Ad'dress)......~1._°...:~~.--------......:--------- ----------------•--..... --- -----....................------------------•-------•--------------....__ vent Highway No......-..~-------------- County-- -- _ ------ -- _- ---.._. Contract No..._._..........-----•----, Estimate No.....1..•-----------------...-------- P$ICES QIIANTITY TOTAL P$HIVIOII$ PamsIDNT 1. Clearing, per acre //3 t o - l 13.6 I.o .. ,1.. 1.:3 I:o ; 2. Grubbing, per acre / Z&' Z Jr g b ~ g'~ . j 3. Common Excavation, per cu. yd. 4. Loose Rock Excavation, per cu. yd. 5. Solid Rock Excavation, per cu. yd. 6. Common Borrow per cu. yd. . 7. 'CSI IV~.rf E'iC~er cu. yd. c?. . 8. .Overhaul for each 100 ft. per cu. yd. g 9. Riprap, hand placed, per cu. yd. 10. Slope Walls, per ctt. yd. 11. Concrete, 1st class, per cu. yd. 12. Concrete, 2nd class, per cu. yd. 13. Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb. 15. Pipe Rail in place, per lin, ft. 16. Guard Rail in place, per lin. ft. 17. Timber in place, per M. B. M. f - 18. Piling in place, below cut-off, per lin. ft. f .. .__ 19. Piling in place, above cut-off, per lin. ft. 20. Cribbing Logs in place, per lin. ft. 21. Culvert Logs in place, per lin, ft. _ _. _.,. 22. Porous Tile, in place, 4" per lin. ft. 23. Porous Tile, in place, 6" per lin. ft. 24. P'G ~ ~ Culvert Pipe, in place, 12", per lin. ft. ' pq Culvert Pipe, in place, 18", per lin. ft. Culvert Pipe, in place, 24", per lfn. ft. Culvert Pipe, in place, 30", per lin, ft. ~ Culvert Pipe, in place, 30", per lin. ft. 25. ~ r•, mks o"t- ' 26.~T.~y Ve' Surfacing, in ~eee, ~gsr-_ ~~,~ker $ ! i - 27. I 28. 29. 30. ~ r 31. ~ o 32. ~ 33. Force Account-per bills and resolution attached P T~tals, ~ / 39 q 6 ~ 1 3 y g Wi I . per cent. retained, as per contract, ZO ~ Q per cent. to be paid by county, I per cent. to be paid by state, j ~;~ ~"', J w - I / g~ O 6 Approroed by Board of County Commissioners o f......-----•-----------------------------------------------------------------Count y This------------------day of........-----.-........----------._...., 191...... Chairman. Leave this space blank for use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. -~ /~ -~ - ~. \~ ~ 1 /1 County Engineer. I, ..- ~ ____..~.~__`.d_'zl/JC~y1.~.P`_____________ ____________~ng ~trst been duly sworn, do hereby depose and say that the above bill is tru8 an correct; that the work was a wally performed and material furnished as therein charged; and that there is due me this ,.date, cording to contract, the sum of $ ..................:............... . .. .................... and that the s, ite or any part thereof has-,not been paid. (,, ' / (slam I3ESE)•-----•• --~1~/~rz-c~-. ............... ~J'~.'~.`-f~ ~ _ _ - - - CZ¢~imant. Subscribed a~zd sw n to before me this________________________________ y of-- ~~ ............................................•-•~ 19i...... 9. pro d.-•--•------------•-----------•-----------....------•---•--•----•--•------------ (SEAL) Notary Public. Residing at---•----------------------------------------------- State H~tghway Commedsadoner. ~U®tTOF~'S ®F~[CE STATE OF WASHINGTON Warrant No.-----..._ ............. ...... . ............_..---- -------...................-... Amount, ~------------------------------------------------------------•---.....-............--•----.. Account of Appropriation for U Instructions-Read and Follow bSake vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will be registered iE full postage is enclosed with request to register. D4ake out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLAUSEN, State dud4tor. F$ANB; 6f. Ld&IBO$N, PIIBLIC P$INTE$ STATID FOEM No. 33-1917. (TO BE IISED FOR ROAD ESTIMATES ONLY) STATE OF WASH~NGTG~ ~ ..~ ....._~"'t'`'A"--`.._.~t._..._.._..., 19~~...4' (Postofflce Aci'dress).-.__. ~'e~4nanent Hi hzva No-------- -------------------- y g y 7 Count -- ------ -- - ---- ------ ,Contract No..-----•-----...---........., Estimate No...-----~•-•-----•--------•---------- '. -- - PeICn$ QIIANTITY TOTAL PazavIUII$ PBZa$IDNT 1. Clearing, Per acre ~ ~ ~J b~ /.Q ` ~ ~c.3 ~ ~ .. .. _. , / 3 ~, 2. Grubbing, per acre I Z.. g ~ ~j (o ~' ~ 2,S ~~ 3. Common Excavation, per eu. yd. l,~- 4. Loose Rock Excavation, per cu. yd. 5. Solid Rock Excavation, per cu. yd. I 6. Common Sorrow per cu. yd. I, 7. , Cv ~ Vtr•~ E-X~per cu. yd. 1 ~ { -'I 8. Overhaul for each 100 Pt. per cu. yd. 9. Riprap, hand placed, per cu. yd. 10. Slope Walls, per cn. yd. 11. Concrete, 1st class, per cu. yd. ~.. ., 12. Concrete, 2nd class, per eu. yd. 13. Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb. 15. Pipe Rail in place, per lin. Yt. 16. Guard Rail in place, per lin. ft. 17. Timber in place, per M. B. M. 18. Piling in place, below cut-off, per lin. ft. 19. Piling in place, above cut-oft, per lin, ft. 20. Cribbing Logs in place, per lin. ft. . _._ ._ .. 21. Culvert Log$ in place, perlia.ft. 22. Porous Tile, in place, 4" per lin. ft. 23. Porous Tile, in place, 6" per lin. ft. 24. Pl9 ~ ~ Culvert Pipe, in place, 12", per lin. ft. I Q Culvert Pipe, in place, 18", per lin. ft. f Culvert Pipe, in place, 24", per lin. Pt. Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin, ft. 25. T~ ck R} B~ ~k¢r- 26. Surfacin in G r~~ v e I g, pieee, Per S - 27. ~ 28. 29. p 30. !! 31. I 32. 33. Force Account-per bills and resolution attached Total, ~ p ~ ~ Q q ~ per cent. retained, as per contract, I 20 g I ..1. _ 2.0 $' /. per cent. to be paid by county, I ($ N per cent. to be paid by state, ~' ~ ~~~ '-°•` '. Approved by Board of County Commissioners o f----------------------........---•---•-•----....-----------......------------County This------------------day of---------------------------------------, 191..---- Chairman. Leave this space blank for use of Highway Commissioner. Z hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. ORIGINAL-DIIPLICATID.. . DR. County Dngineer. Z, _ ~ __~~~~~__~ ..........................~,~';'hsving first been duly sworn, do hereby depose and say that the above bill is true an correct; that the work was act Zly performed and material furnished as therein charged; and that th~erQ'e~ is due me this ate, ccording to contract ,the sum of $......--•----•--•---._-- _-• ----------------------•--...., and that the me or any part~~o~~h¢s not been paid. (slax aESE)_---•- -_-.~..~.....!'~~-----------..°_._ ..__~~`-~_-- for .r\~L! .. ----•-° // / Claimant. Subscribed an/d sworn to before me this ..............................day of-------.I`- -....---•----...--••---•-•--• ............... 191--•--- App 0 --••---------------•--•--------•------•--------°......_.....-•-•--•-----.._._.. (SEAL) Residing at ........................ Notary Public. State Highway Commedsaioner. AUDIT®R'S OFFICE STATE OF WASHINGTON Warrant No....._..._... Account of Appropriation for Instructions-Read and Follow Make vouchers in duplicate. Sezid original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will be registered if full postage is enclosed with request to iegister. Make out your claim _on this sheet alone, in order to avoid cumbering the files with useless paper. . C. ~. CLAtiSEN, Htate Auditor. PRANG M. LAMBORN~ PIIBLIC P$INTDB STATID Foam No. 33-1917. (TO BE IISED FOR ROAD ESTIMATES ONLY) ORIGINAL-DIIPLICATID.:. STATE OF WASHINGTC.~ ~ - r--, TO_............sJ.~.S..........~.~......:~.....o..~..11.~ ................................................................................................ DR. (u-n~--1------------ ------------- 191zr.~ Posto ee Ad'dress ---------~ ~-r'~:---------.1 '~:~!.~`~1,.~.~..'!:1_~..T....-•---~-~-rl..x-----------------...------•-----------------__- ~'ermanent Highway No......._.7 ............... County._s1:e._~~e.>,:'.,S_~a.~n..., Contract, No............•--•----........, Estimate No.........~-----------------•----_.._. PsICE$ QUANTITY TOTAL PBHIVIOIIS P8u3IDNT 1. Clearing, per acre ~ ~ 3 10 ~ ~ ~ ( ~ 3 ~ ~ ~ ~ ~. . ~;Q _.:~, 2. Grubbing, per acre l 2..g (,~ - Z.Sb ~ ~ ?S 8, 3. Common Excavation, per cu. yd. 4 4. Loose Rock Excavation, per cu. yd. ~, 6. Solid Rock Excavation, per cu. yd. 6. Common Borrow per cu. yd. ~ ; ~+ `` 7. ~ ~N { V ~ ExGper cu. yd. 1 8. Overhaul for each 100 ft. per cu. yd. ~g 9. Riprap, hand placed, per cu. yd. ~ j 10. Slope QValls, per en. yd. ~~ 11. Concrete, 1st class, per cu. yd. 12. Concrete, 2nd class, per cu. yd. ~ }' 13. Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb. 15. Pipe Rail in place, per lin. ft. 16. Guard Rail in place, per lin. ft. 17. Timber in place, per M. B. M. 18. Piling in place, below cut-off, per lin. ft. 19. Piling in place, above cut-off, per lin. ft. 20. Cribbing Logs in place, per lin. ft. 21. -Culvert Logs in place, per lin. ft. 4 _ _ ... _. 22. Porous Tile, in place, 4" per lin. ft. I( 23. Porous Tile, in place, 6" per lin. ft. i p I I ' 24. ~~ ~uT1C Culvert Pipe, in place, 12", per lin. ft. ~ Q~ @ Culvert Pipe, in place, 18", per lin. ft. Culvert Pipe, in place, 24", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. p ! 25. ~ T~+~ks a+ ~ 26.'~i'GYQ~ Surfacing, in~A~, Per B~~rik@f" 8 s ~ 27. ~ I 28. i 29. ` I 30. f ~ 31. 32. ~ I I I ~ 33. Force Account-per bills and resolution attached ~ ~ ~ ~ Totals, 1 3 9 9 6 / 9 9 ; 20 per cent. retained, as per contract, 20 g Z,O i , per cent. to be paid by county, ~ / / ~ 0 / / g ~ „~ per cent. to be paid by state, f p, ~ ~ Approved by Board of County Commissioners o f -----------------_......-----------...--------...........-----------.........Count y This ..................day of 191....._ Cha2rman. Leave this space blank for use of Highway Commissioner. { I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. ~--~ ~ ~ ~ -------------------------------------------------------------------------------------------------- ------------------------ ~ ~ County Dngineer. Z;'~...-....e~~.~~______~:.~_._~,.,,,~ hauing ~lrst been duly sworn, do hereby depose and say that the above bill is tru~and correct; that the work was aLctually performed and materi¢l furnished as therein charged; and that there is due me this date, according to contrast the sum oT $_.....1_,, _:__.____.___ ~ .. ...................... t the s e or any part thereof has t been paid. ._ _' and tha ` ( ~ (slaty aERE)---=- - -------•----- -•-----•- -••---••,---'__=-=---- --..~rl~-~-...--'•---• .for. ---._...--------•-- -.J!'~~.-Y.~._.--•-•------•-- -'-~-• --- l¢~lmant. Subscribed an sw rn to before me this ................................day ;' of----° -....... •------•-----•--•-------------•-•------, 191------ gpp ---•-----••---------...........----------------..-........---••-•--------------- (SEAL ) Residing Notary Publ~tc. State H~tghway Comm-lssdoner. AUDITOR'S OFFICE STATE OF WASHINGTON Warrant No...... Amount, ~'---------- ----------•--------.......------------........----....-------------------------- .. To------------------------------ -------- ----------------------------------------------- - Account of Appropriation for Instructions-Read and follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, .will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. ~. CLAIiSEN, f'tate Audator. PHANI{ M. LAMBOHN, PI7BLIC PHINTHS STaTr7FOamNo.33-1817. (TO BE IISED FOR ROAD ESTIMATES ONLY) l.g;x T"* ~^~*~~'^*^, STATE OF WASHINGT TO_.. ..............~.G..S..,.......~ ..~.......C'.o.,~~..R..~................................................. .... DR. •------------l~..y-g-=-----..._~.....--•---......, 191-...~_. (Posto~Bce rAd'dress-----Po-r~------~°--~l.Y.l"1-~a.e-~~---t-----------Y-~•~-~-~1--...----~---------•-------------------------- ~'ermanent Highzeray No..._:.7----------------- County--,1.~,('S..oR..._._--..., Contract No........_..............-----, Estimate No......1_••------•--------------....... PsICIDS QIIANTITY TO TAL Pa.H7VI0IIS PEEBENT 1. Clearing, per acre / ~ ~ 6/ ~ ~'~' ~ {y 0 Q 9 9 ~ l Q q / ~ 2. Grubbing, per acre I Zg /-/.3 ~ s 99 q ~ 9 ~ , 9.9 9 . 19 3. Common Eacavation, per cu. yd. " 2 p ~ 0 Sp l~Q g~ j Lt 4. ~eenc-Reef Eacavation, Cy ( Ver-~- per cu. yd. g ~ Q Q q O 9~ QO 5. Solid Rock Eacavation; per C1I. yd. 6. Common Borrow per cu. yd. 7. Loose Rock Borrow, per cu. yd. 8. Overhaul for each 100 ft. per cu. yd. , ~ / 6 QQ ~QQ 0 ~ O 8. Riprap, hand placed, per cu. yd. 10. Slope Walls, per cn. yd. I+ 11. Concrete, 1st class, per cu. yd. 12. Concrete, 2nd class, per cu. yd. 13. Structural Steel Shapes in place per lb. 14. Reinforcing Steel in place, per lb. 15. Pipe Rail in place, per lin. ft. 16. Guard Rail fn place, per lin. ft. 17. Timber in place, per M. B. M. 18. Piling in place, below cut-off, per lin. ft. ._ _ _. - _. 18. Piling in place, above cut-off, per lin. ft. 20. Cribbing Logs in place, per lin. ft. 21. Culvert Logs in place, per lin. ft. _ _. 22. Porous Tile, in place, 4" per lin. ft. 23. Porous 'Zile, in place, 6" per lin. ft. 24. GO I'1 G Culvert Pipe, in place, 12", per lin. ft. ~ U9 Zq ~ ~ 7 c ~ / 3 ~ l Culvert ripe, in place, 18", per lin. ft. Culvert Pipe, in place, 24", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. Culvert Pipe, in place, 30", per lin. ft. 25. ' 26. G rGI Y e ~ Surfacing, in place, per c u, y d. S 3 ~ 3 2 7 3 .29 7:6 ;_ z7.. ~ 28. _ .. 30. I_ I .. 31.(~u4RTl'Fy To e9ua( ~Llh•1rJ S~1rr1 ~~ ~ Z / col ;. ~.Z , 32. ~ 33. Force Account-per bills and resolution attached stale, 1 2 25q ~ l Zs9 ~s ._ l ~~per cent. retained, as per contract, ~ 8 0 3 ~ :. S per cent. to be paid by county, per cent. to be paid by state, / Q 2 ~ / Q l~-20'70 `~ 'I Approzred by Board of County Commissioners of •-------•------•------------------------•--......----------------------......Count y This.-----•-----------day of--•------------------------------------- 191------ Ch¢Zrman. Leave this space blank for use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual measurements and that the same is true and correct. -' ~ County Dnglneer. I,~~/.:,YY?rS~r ............: ..... ...!~"~having first been duly sworn, do hereby depose and say that the above bill is true acrd correct; that the work was ac ally performed and materi¢l furnished as therein charged; and that there is due me this dat ,according to contr ct, the sum of $._~,._________ ______________________________________ and that the ~agme or any part hereof not been paid. ~~ (siax sBtE).-_ ~~~~'u-~?~--- _,~/__...~---• --~`~'?'~-------------------- for ~_~~~y~?.~L.__ ._..---.._ _.. __.~"-~.....---- Oladmant. Subscribed an sw rn to before me this ................................day /' df--•------ ----•• -•---•---....., 191----•- gpprowed---...--••-------------------------------•----•--....-•-•--•----•----..._.._.... ,~. (SEAL) Notary Publdc. ;.. Residing at...---••---------------------••-•-•-------•--°----••--•-- -;~ ~~- t. , :r- ~ ' - .1 state H'dghway Commadaa-loner. ~ ` ~`V ... .... ,.., .-..., .., . ,..eiTx .,,..,'"Slit. h t f .~. 1 ;a , AU®1TOR'~ OFFICE STATE OF WASHINGTON Warrant No........._ .......................................................................... .mount, ~ ..........................................................................:................ Account of appropriation for 4 6 Instructions-Read and Follow Make vouchers 4n duplicate. Send original and duplicate to State Highway Commissioner. Se sure to sign both copies as payee; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order. to avoid cumbering the flies with useless paper. C. Rr. CLAiiSEN, State gudttor. FRANK M.LAffiBCAN, PIIBLIC PRINTHB