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Home My WebLink About#147A Leland-Center-Ludlow RdQIJ~T-CLAIM DEED. the Errantor____ herein--------_ J • :~.---F-itz~eral_d----------- ---------------------- __.___.._ for the consideration of _._.__OnS--.-----_-.(~1.,_QO ~_--_----------_--Dollars and also of benefits to accrue to...~.1..._....b~ reason of lading oast and establishing a public road through _.__. ro ert ,and which is hereafter described conve - p p U g____, release.___.and quit-elaim__._to the COUNTY OF JEFF SON, ,State of Washington, for use of the Public forever, as a public road and highwarg, all interest in the following de- scribed real estate, viz.: ..._.A___$trip-_o~'_._1~,n3_-5_ixty__ieet__-in_-width._aero~-~__th~-______ ..~.e. s.t....x~a.l.f ...-o-f----..t.h ~-----~ .a..u..t n... tip'. j.s.t--...9.u~ r.t e r-.-.-o ~'.... t..h..z.... S.out.h... E ~, s. t-... ~.~ r t e. r------------------- k -of.--~Se_ction_---1.~.....in.-.-TOwr.~h..n....'.~....Nor.t:"..~-----R~,n~e--.2.. tf'est..,.....~~'.•....~:'i.•..~....to...-b-e------...... come a porticn of the "Leland-Center Road", s,s the said road is .n.o~-...e~rve-y~-~.----a-nu.....1-o~atsd-..-a;c-ro~ne~- -~n.~....a~:d~---t-r--a-c.t....o~::....la:nd...._.-.._-------._ ............. ~' ~', ~~ ........•------~~--•--r ............................................................................................................................................................................................................................... ~,. <; , ;~~~ ~ ~ , , situated in the County of Jeffe/rson, State of Washington. Dated this----------s.~~~- -----------------------day of-fJ- --- --------- ------ .._A.D. 19/_~------- ~/ L , !~~ v ~~~ Quit-Claim Deed FROM TO County of Jefferson Dated--- ---------------------------------- 19.----------- FILEDG~ECORD AT RE~ OF p - ~jw p tr'.- ~G/ -- on the-- r~--~--- dal o.~~-'Q--t_ ;,------191 C at-.-_°~-~---_.minutes past-~/a-_----~-'_-- M. and recorded in Volume-- .-..<------------------ of ~aeords of -- --J®f#er-son---•------------ Countg, Washington. (w ( ountg Auditor Greenwood & Co., Printers, Port Townsend. ~r ~ 1 ~ J // n~n-) ~ N. O CO ~ ~. %" , ~'' R o m ~ R. ~ ~ ~ = ~ `~° ~C cp ~ co r x ~ ~ ~. R ~ ~ ~Q,. c~D C R ~ ~ R R ~ o ~ ~ r ~. ~~ .~: ~ a ~, -~. `~~~ R ~ ~ R o ~ ~ R R c ~ ~~ ~ ~ n o ~ R, ~ ~. ~ ~„ P A ~ ~ ~ m ~ ~. ~ ~ ~l r^ N ~" i3 ca .~ R R. yc~o i R ~ R, c~i. ~ ~ ~ O y R cr. cp ~ cti- m ~ R ~ ~_ ..`~'- R ~ cRv. N co ~ V~j ~ '~ A, R m ~ ~ ~~ ~ ~ R ~ R o - ~' ~' r. ~. h O ~ rt 'y ~ CD ~ ~ ~ O n ~ ti ~ ~' o .~,~ ~~ R , b ;~ ~ ~ ,~ STATID F06M No. 33-1917. (TO' BE USED FOR ROAD ESTIMATES ONLY) ~ - `ORIGINAL-I~UPLiT~3T C ...l.~C~~/.."G~.l.'. ~,~------------------ 19~ o. (Posto ffiee Ad'dress)..-----~Q~",,t----~..l:Y...1?s~C.I~1_.~l?r4s.~-'------..........-----•------•------ ... ',. L~/4ri9'- Ce~-/f er ' -------------------•------, Cowrlty.~~~~e'-sorZ_., Contract No........_.....----•-----..., Estimate No..-•---._~..-------............... , ` (9 PEICIDB QIIANTITY TOTAL PBHlvI0II3 PSIDBIDNT', `j i 1. Clearing, per acre o 00 3 ~ ~/ r;;3: 3,o t • ~ r ~/ ~ d~ 6 ' o a 2. Grubbing, per acre ~,$'o o v -~-- ', o D o, o ' ~ 1+ I p o p O -- ~ 3 E r ' ~ -' ~ . Common xcavation, per cu, yd. 9 3 e o0 0 ~ 0 7O o r2 017 o .~ o o _ ... .. -tw _ 4. Loose Roek Excavation, per cu, yd. .. . ' -~ w~ per C1I. yd. 5. Solid Rock Excavation, ~ ' 6. Common Borrow per cu, yd. _ ~ , ~., __; 7. Loose Roek Borrow, per cu. yd. 1 I a 8. Overhaul Por each 100 ft. per cu, yd. _. +_ I f _ _~._ !; 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 cu. yd. .. .._ . _. _ _ .. ... .... ..: _ ~ .. n r ~- t-_ __... 13. Structural Steel Shapes in place per lb. .. _. :.. _~. ~ _! ~ _ ~ ._.L... _.:.. 14. Reinforcing, Steel in place; per lb. ,. - 15. Pipe $sil 3n place, per lin. ft. _ L. 18. Guard 8aii in place, per lin. ft. I i 17. T~bBi 3n place, per M. B. M. ~ .~ ~ ;. ,._ j . . iff. P 4fi place, ,below cut-off, per lin. ft. . A . i ~ _.. 1~- .i~E"place, above cut-off, ~" per lin. ft. '`' ~ . _ _. ._ 2Fh C ribbing Logs in place, per lin, ft. . , 21. Culvert Logs in place, per lin. ft. ,` i 22. Porons Tile, in place, 4" per lin. ft. ~ 23. Porous Tile, in place, 6°' per lin. ft. ~ i i / x y, 24. C'EL~ClI'"' Culvert Pape; in place,", per lin. ft. ,Z ~{0 9; - / ~ D b /~ , ._ o~.o -r __ - CuIverti Pipe, in place, 18", per lin. ft. ~ ! ._ _, ~ ,_ CBC~U~ Culvert, in place,~4", per lin. ft. Z ~p ~ / /~ -- ~.9p o 9'.~ al~_ Culvert Pipe, in place, 30", per lin. ft. ~ . ' . _t. Culvert Pipe, in place, 30", per lin. ft. 25. ~ y 2E. . Surfacing, in place, per ` - .. , . . . - . ,. 27. _ 28. 29. . 30. 31. i 33. Force Account-per bills and resolution attached ~ ~ Totala, 9i/ v 9i/ `p z~ '~9 per cent. retained, as per contract .7i C~ ?~ / Z+7 I per cent. to be paid by county, ,3 6 P3 ~ ! 3 ~; 3 I ~~ per cent. to be paid by state, - ' t i APgror~ed 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. true,cEnd orrect; that the work wa da e, ace riling to con t, the~Isu~7» Subscribed an savor to before me of--------- ----••-• -•--•-••---••-•-----•-•---------• County Dngineer. _____ _________ ving flrst been duly sworn, do hereby depose and say that the above bill is tuall~med and material furnished as therein charged; and that there is due me this ............................................ and that ,same or an a t eo has not been paid. / •----••-°•--------- for -v!~!~_--- ---•-•------ -•--.._. Claimant. 's----•---------- - ------------day 191.._... d.p ove ..._.......-•--•--•-•--•----•---•-----••---•--•----......-•---------••-------- (SEAL) Notary Public. Residing at..--• ..............................................•------ State Highway Commissioner. ~~r AUDITOR'S OFFICE ~~. STATE OF WASHINGTON Warrant No ................................................................................. Anaou~tt, ~ ........................................................................................_ 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 mall at-risk of payee; or, will be registered ig full postage is enclosed with request to register. Make ont your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLADSEN, dtate Auditor. • 661NB M. L-ES80BN PUBLIC PB[STBB $TATB1 Fosnx No. 33-1917. (TO BE IISED FOR ROAD ESTIMATES ONLY) STATE OF WASHINGTON ' / TO............~./..r~./~?.~s........h' ............. C~i7~..................................................................................... DR. r ORIGINAL-DIIPLICATE ~ . ,;Z. ':~ ..~,~r..%1....s.~----------------------- 19~~?~ (Porto f/iee Ac~dress~•-----~---~_1-=--7~------- ...r.1sG'.r1..~..._./~/7,.-------------------------....- •---- - • - i'ermanent Highway No.---`....-.-~---.-, Count~.~~e~s o~....__, Contract No...----_..-----•----------, Estvmate No.------...~.~..-_-----....~;......... PaLCIDS QIIANTITY TOTAL P$IDVIUII$ PItIDBIDNT ~ ,"~ 1. Clearing, Per acre '/ 7 ~~ d a ~ . ~ 03 ~i:9~ O O t / 1 -~_. .p_ ~ _ ~ ._ d ~ :! 2. Grubbing, per acre o; O ~ ' ~ ., 3. Common Excavation, per cu. yd. / / D D' 00 ~9 d Z7 p ~ ~ ' __ 4. ,Loose Rock Excavation, ..per Cu. yd. ~ ~ ' 6. Solid Rock Excavation, per C1I. yd. ~ _ ._ ~ ~ y _ ~~~ ~ _ 6. Common Borrow per cu. yd. 1 ~ i ~ ~ . ~ _ 7. Loose Rock Borrow, per cu. yd. I 8. Overhaul for each 100 ft. er cu. d. P y ~ I. . 9. Riprap, hand placed, per cu. yd. ~ ~ ~' _ l ~ 10. Slope Walls, per cn. yd. . : , ~ . ~ ._ ~r.~ w . 11. Concrete, 1st class, per cu. yd. _ _ , , .. , , ~ i ._ _ _ _. - _ 12. Concrete, 2nd cl"ass, per cu. yd. ~ ~ _ 13. Structural Steel Shapes in place per lb. :: t . _ _- ..:. _~ _ __ _ 14. Reinforcing Steel in place, per lb. .. ~ .'j f _ _ _._.J 15. Pipe Rail in place, per lin, ft. 1 1- 16. Guard Rail in place, per lin. ft. ~ ' i I _ ~. , ,_ _. _. 17. Timber in place, per M. B. M. ._. ..J ~. _. , 18. Piling in place, below cut-off, per lin. Pt. i , ~ 19. Piling in place, above cut-off, per lin. ft. i { 20. Cribbing Logs in place, per lin. ft. 1 ~ j • 21. Culvert Logs in place, per lin. ft. . ~ 1 22. Porous Tile, in place, 4" per lin. ft. ~ ` ~ 23. Porous Tile, in place, 6" ~ ~ per lin. ft. ' ' ~ X .~ 24. C2UQI" _ Culvert ~.pe, in place, 3~; Per lin. ft. 2 .. v~.7 . -; 70 . ~ -, / G 6 .P .,_ ... ~i~ ; .. ( . Culvert Pipe, in plat,, 18°', pQr lin, ft. ' _/ Ce~/Qr' Culvert Bye; in placed per lin. ft. 2, / ~~ ~ 0p 9 6 d , i + Q~o ,¢ x~'' ~d per lin. ft ~gr Culvertin place ~ ~7 . . . . ~ ~ I _,.j , , . 2 / a ~ p 0 Oo Culvert Pipe, in place, 30", per lin. ft. 25. 26. Surfacing, in place, per ' 27. - ... 28. t 29. 30. 31. . 32. 33. Force Account-per bills and resolution attached Totals, /. G3. ~ '~ ./,~ 30 7~ Sd 20 per cent. retained as er contract 3 ~ O / ~ ~ O ~~ per cent. to be paid by county, / ~ 97/ / ,D ~ ~3 'f ~ :9. ~~ per cent. to be paid by state, i i Approroe by Board of Co_wrcty Commissioners of------~'-~''. ~.!`...~..~`°'r.-t,ez~~-;.~r~e_,rt+,~---County 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 meas ements and that the same is true and correct. County Engineer. I, . __ _________ ____________________~~_. ___.___ _._., aving ~Crst been duly sworn, o hereby depose ¢nd say that the above bill is true d orrect; that the work was actual peprformed and material furnished as therein charged; and that there is due me this dat , ac ording to co act, the sum of $-- ~ -0~-7••.~ -. - -- - - ,and that th ame or any part thereof has not been paid. (slaty $Exzr)---- --------•-•------------------' -------...-~-~---------- --------• --....___...------Y-. for __ ... ~:y~=''v-----~ Claimant. Subscribed an sw rn to, before me this___._.__.L ................... °f-- - - - - - 191x!_0 ~.pproved---- ---------------•---..._.._....----...-°------------•----------------- (SEAL ) Residing Notary Public. State Highway Commissioner. r i 1 ` " r , ~;,: ~`; ~~ . 1t': ", ; p ~, Y.; .. N. ~ ~ ~. ,~....__ ..W.a.., . _ ....~_ ~... ,:, _ Road District No 1 AUDITOR~S~OFFICE Codi?ry o E~~er~so? ~'~~ON Warrant No ................................................................................. Amawnt, ~ ....................................................................................._ To ................................................................................_....................._ Account of Appropriation for '. i Inslractions-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 1P Pull postage is enclosed with request to register, ~ Make out yonr claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLAUSN7N, Btate dad{tor. EBIN6: 6t, LlYBCBN PBBLIC PB[NTBB r i SxATn FOHM No. 33-1917. (TO BFI IISED F`OR ROAD ESTIMATES ONLY) STATE OF WASHI/NGTON ~ ~ ..rr.1.e.~s............ ...o..~~7..e .......................................................................................DR. '~ __ -•-•------ ---~ ---4--------- -------- 19_x. (Postof/iee Address)..---~.t':_~......._...71t .W..I..7_S.S:s°l..l~_...-~A~:~j-.------------------•----- ------._:__..T... _ . .;'s ~'~r~ er'- ~e~4~,c/ n ~'ermanent Ha hzva No ............................. ~'' y County..</e~~~t"~~1.',Z.-----, Contract No._...__...---.._..._...., Estimate No ...............•-------•---_,...:-.... . ' ..~ PHICIDS QIIANTITY TOTAL PHIDVIOIIH PHnBIDNT ?. ~~ 1. Clearin ~ --_. _. _._ _ S,_ _ Per acre _ ~ f0 Od f la ~ ~ 690 ~ ~ 3 ' _~~ .~ - ~ - i - ` 2. Grubbin _ _. . c ,?j,~D iS0 . ~ _ . d./. ~,0. _.._ / I 7~d ~ '!O .. (, - - _f6 O ~~ 3._ Common Excavation, ercua d. / / , i ~ ~ ~ y i._..__ `i_.. J.oose_ Rock i~xcavation, Per cu. yd. ~ S. Solid Rock Excavation, per cu. yd. ! ~ ; -_ _ _ -_- _ __. _ _ 6 Common Borrow per cu. yd. ~-~•~- _ ... ~ . ,. F ~ - - _ _~ t_ . ~ 7. Loose Rock Borrow, per cu. yd. __ _. _ - ~ , ~ ~ ~ 8. Overhaul for each 100 ft. per cu. yd. > .~. ~ ' ; , . _., I ; _. t 1 - `~ - ^ _ ~ - 1 _~_,,.9.__ Riprap,_hand placed, per cu. yd. ' ~ r ~ ~ r ' 10. Slope Walls, per cu. yd. - _ _ .. ... .. .. _ - _ ~ r ~ ~ . _ .; = 11. Concrete, 1st class, per cu. yd. - --_.__ v i _ - __ _ 12. Concrete, ..2nd class, per cu. yd. ~ ~ i ~ , 13. Structural Steel Shapes in place per ib. _ f 1 , ~ ~ - t T - 14. Reinforcing Steel in place, per lb. E ~ 15. Pipe Rail in place, per lin, ft. ~ 16. Guard Rail in place, per lin, ft. ~ ' ' _ ~ ~ I i ~ ~ , per M. B. M. __.._ .17. Timber in place, ' ' . .. i _ _ 18. Piling in place, below cut-off, per lint, ft. ~ . ~ _ ~ . ___ 19.. Piling in place, abope cut-off, per lin, ft. -_ ., ti 20. Cribbing Logs in place, per lin, ft. 21. Cnlvert Logs in place, per lin• Pt. ,, ~ - ~ _ _ __ ..: 22- Porous Tile, in place, 4" per lin. ft. i ; ` t ' t a„ _._ Y /-X i ~ ~ ! ; ~ ~ -- ; 24. c...G~Uq/'' Culve , in place, i2", per lin• Yt._ _ ----- -- - - _ - . Pipe- ~- L3 6~ a a ,/ ~~ ~ ~ ~~ ~' : ~ O ~ 6 ~- i i Culbert P4ge in piaceX3A" per lin ft ~ /~ 6: p ~ .... . _ ._,..,r _ _ . ~._ ___ , ,. , . / ./ . _: ~ ~ ,~ , . '~ Culvert sp . __ . Eige; iu pla~ `~#" er lin. ft. Culvert ri e in lace 3Ar' er lin ft " G b : i G , / ~ 6 _ : t.. ' p , C~1 f . l .._ ': .., p , , , p . . .._._.. ~ ? r ? . ~ ~Z ' 6 Culvert Pi e, in place, 30", p per lin. ft. l - ' : 26. Surfacing, in place, per . . , -- 27. C/eq ~'/~~ ~- ~ d ~ / . C) i / ~ 28. , . L° ~ ?~ ~G. ~. ~y OO ? ~D ... ?• IX _. - 29. 30. ~ _ _ 31. ` 32. _ , t 33. Force Account-per bills and resolution attached ' . ! ~ . _ Totals, 1. G 1 i 9 . ~,. 6 3. ~a ~ 3 :9 _ 7 ~{ 9 ._. 20 er cent. retained as er contract D ; 3 ,S~ o y ~+ per cent. to be paid by county, l ;3 g~-D ~ D ~ ~ 9~ / ~ p . ,_ t ____ per cent. to be paid by state, Approroed by Board of County Commissioners of-----------------_.....--------------......._....----------------------------County This-- --------- ----da o f....----....._...---------------------•, 191.._._. 1 ......_--•-••----••----• P g Y Chairman. Leave this s ace blank Por use of Hi hwa Commissioner. I hereby certify on honor that the above estimate is based upon actual a rements and /ate samye~is true and correct. County P7ng2neer. I, _ ___ ___ __________ ______~~____.____. ____`._ng first been duly sworn, do hereby depose and say that the above bill is true n correct; that the work was act ly er rm d a d material furnished as therein charged; and that there is due me this d e, cording to co ract, the sum of $______ ____ ____ _ _____x._'.3.0_:___, and that t e ame or any part there h s ~ been paid. (6IQN SERE ____-__da f -- -- -•- a4man~ ' ~ Subserzbed d s orn to before me thas________________________ y of_...----- •-•-----•---••---••--•--•-••-•--------------- 191---•-- gpp ve -----•--....----•---•--•----•----•--..._..•------•-°--•-•---_..._.---••------.. (,SEAL) Residing at ......:........... Notary Public- State H2gluway Comm~lsatoner. ;.t-: l AUD[TOR'S ~ OFFICE STATE OF WASHINGTON Warrant No- -------------------------..........-.-...---.:.------......-._.---...-----..... A7,aownt, $----------------------------------------------------------------------------------------_ To .............................................................._........................................._ Accowrct of Appropriation for Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate - to State Highway Commissioner. Be sure to sign both copies as payee ; have duly sworn to and certified where required. '. Warrants will be sent by ordinary mail at risk of payee or, will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order . to avoid cumbering the files with useless paper. C. W. CLAIISDN, Btate Auditor. FBANS M. LAMBOBN PIIBLIC PBINTBB ,. :-~ .:>. ,,~,.,~ ,~` ~: '-~: -. 4 L'~ %D S Foan2 0. 33-1 17. (TO BE IISED FOR ROAD ESTIMATES ONLY) ORIGINAIa-DIIPLICATID. ~eurl~~ o~/e~~errnr~ v~-e-r -r ~, ~ ~n ~ " Sri aiv~ivN,/ ~~~~...~ ..................•---.., 1~~---- (Postof/zee Address)..P,~..~'~,.. 1j..S~....(%,rf...:......---....._....................--•-•--............_........-.,•--- Cer~{~r- /arid / No---------------•------------, Countytl~.{.{ersorl-------------, Contract, No..----------------------..., Estzmate No..._..-...`,~_•-------._......_._. PSICE$ QIIANTITY TOTAL PSEVIOUB P$ESENT 1. Clearing, per acre ,L~lsp O ~ O ~90 O ~ 369 OE 2. Grubbing, per acre ~ j f O t ur z 0/ Z O 20~ Z O 3. Common Excavation, per cu. yd. ~ / ~ ~lO ~~9 / ~ /~ / 7 ~ 9,/ 9 ~ ~ O 4. Loose Rock Excavation, per cu. yd. / Q O6 70 GG I ~D o 0 5. Solid Rock/E~xcjavation, per cu. yd. d y D I ~ ~Q D 6 70 D O 0. e-~ men -ra per cu. yd. / 0 I ~ D D .~ ~ a a 3,~ o 0 7. Loose Dock Borrow, per cu. yd. j 1 E 8. Overhaill for each 100 ft. per cu. yd. ' ~ ! 8. Riprap, hand placed, per cu. yd. 1 ! i i 10. Slope Walls, per cn. yd. 11. Concrete, 1st class, per cu. yd. ~ - 12. Concrete, 2nd class, per cu. yd. j 13. Structural Steel Shapes in place per lb. 1 E I f 14. Reinforcing Steel in place, per lb. ~ + j I' l I 15. Pipe Rail in place, per lin, ft. ' 10. Guard Rail in place, per lin, Pt. {' 17. Timber in place, per M. B. A!. + ~ I j ~ - 18. Piling in place, below cut-off, per lin, ft. 19. Piling in place, above cut-off, per lin, ft. 1 ` ~ 20. Cribbing Logs in place, per lin, Pt. ( I ~ 21. Culvert Logs in place, per lin, ft. 1 22. Porous Tile, in place, 4" per Iin, Pt. I ~ ' 23. Porous Tile, in place, 0" per Iin, Pt. i , j 1 3 / X 2 24. `~d~r Culvert~e, in place, 4S", per lin, ft. Z ~ ~ ~ / y~ ~0 /3L~` O I ' ~ Culvert~~ in pl~ X~per lin• ft. 'L S i 6 ~/O ~ 29s 0 O ~ Z9 OG ' ~ Culvert-P#pe-in p lace,-Q §~~, per Iin- ft. ~p 00 I` ~,f~ -- ~ ~90 6 O ! 3 9G Oo ~~ ~ " Culvert Pipe, in place, per lin, ft. 7 p ! } f 11 III ~~ Z p o ! s"Z a Culvert Pipe, in place, 30", per lin, Pt. I ~ ~ j 25. j ( i 26. Surfacing, 1n place, per (,~"ra vc/ cv-yd ~ s0 ~ ~ so~ - ~ ~~ i ~ j ~' 7 ! t O p ~ , s7 00 27. I i ~ i ~ 28. CIL~Q/~/rjq Z ?i ~o ~ ~ ~ f i ( ~ Z/ ~D ~ / y~ ~0 f J // 29. ~ G XTI~a Z Z OO i II / ~. ~/ 7~ ~~ ~a ~ ` 3 Z~ ~O " 30. j l s h ~ `j 31. ~ ' i ~ j I j 32. i ! f /-- ~ ~/ / ~ i i j 33. Force Account-per bills and resolution attached 1 Totals, 4 ~ f ?i 0.30 ~ 7~ ~ 0 T 2 ~ 0 = 20 per cent, retained, as per contract, ~ ' ~ Q Q6 per cent. to be paid by county, ~ i i ~ ~ ~ ~O _____ per cent. to be paid by state, ~ i I ~ 'I f approved by Board of County Commissioners of ---------•-------- ...........................................................Count y This------------------day of--•--------------------- --------------, 191------ Cha~lrman. Leave this space blank Por use of IIighway 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. I . ............................................................................... having first been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actual~~erformed and material furnished as therein charged; and that there is due me this date, according to contract, the sum of ~....~~_JJ_____._.l~_~_~7 ...................... and that the same or any part thereof has not been paid. (6IQN HESS) for Cladmant. Subscribed and sworn to before me this ................................day of--•-•--• .....................•----•--...-•.......--•----, 191------ dpproved---------------•--•-•------------•------°--.....-•-•--•-•--••---•-•------------ (SEAL) Notary Publtc. Residing State Sdghway Oameniaaioner. ::ter, ;:~ ~' ~_~~~ ~.. ~ ~ "gy"m"''' .~. CONTRACTOR6 BONG FOR FAITHFUL PERFOR3~ANCE OF CONTRACT. KNO~PN ALT ~2EN BY THESE PRESENTS, That, we, James H. COyne of Port Tov~nsend, Jefferson County, ~Bashington, as principal, and ~__.________ and L bo~Lh a?so of Jefferson County, Washington, a quasi-municipal subdivision of the State of Washington, and unto the State of ~ashignton, in the jus ~ a:~d fu11 suss of TEN THOTJSANp DOLLARS 010000.00), for the payment of which well and truly to be mad®, we bind ourselves and our ~.nd each of our respective heirs, exaautors and administrators, jointly and severally, Firmly by these presents. Sealed with our sea~.ls and dated this day of 1926. The Condii;is~n of the forYgc~ing abligatidn is such that, whereas the above bounden principal, 4Tames H. Coyne has heretofore entered into a contract ~Ci iii .;:~lPsrson Coun~y, -~ashington, respecting ~rork and ir~provement tc~ be performed upon a portion of the Lalar;daCenter- Ludlow Read betw•;;~wn permanent Fii~h~~ay ~o. ~- and Center Pram station ~7*00 to Station 1~7*00 neax LaTQan Lake in Jefferson County, 1~ash., and has therapy, in said wxitteta. contrac°t and agreement, undertaken and agreed to well and truly perform all the work by said contract, with it's atta~ahe3 plans, pxmfilas-, maps and specifications called for, for the total contrast prise e.nd sum os" X10000.00, and whereas, by Article of said contract, px~ovisian is specifically made for the giving of this bond, reference thexeto being had For the purpose of shoring the full scope of liability ?aer9under,~ Now Therefore, if the $aid Jame s. H. Coyne shall well and truly perform the work aontraated for by aforesaid contract and ogre®ment and rrhall complete such work upon the ternn$, within the time and in -~' accordance with said aontraot, profiles, ~p+~, plans and specifications, and if he, thg said Jwxnes H. Coyne, does completely indemnify and hold free said Jefferson Caumty, ~Aashington against any direst or indirect dau~.ges suffered or claimed for injuries to parsons or pxoperty during the construction and improvem~;nt under such~aontraat and until the work is accepted, by slid County, and if ha, the said Jamey A. Coyne, shalt pay all labor®rs, mechanics, subcontractors, material men and all parsons v~ho shall supply such persons or persona or subcontractors or materialman with pro®isions or supplies for the earring on of such work, and shall further pay all such debts, dues and demands incurred in the performance of such work, then this obligation sha11 be and beco~ae, on aoaeptance of the work an end of liability of said contractor James H. Coyne as provid®d for by said aontraot, null, void, inoperative and of no effect, otharwiee to remain in fu11 force, virtue and effect. ,Principal. 7~(Seal)and (seal) Sureties. ~T~TE OF WASHINGTON) : ss. GOUNTy OF JFFF~RSON~ and beirs~ fixm~t duly e~c~xn, eaah on his oath Mates: T, the laid , and I, the said e,m a. resident cif J~fforson County, and of the State of ~6ashington, and I a,m not an attorney or aaunselor e.t law- nor the sheriff or other offiaex of a~.y ooa;.nty r~or the ,)ud~e or other e~i`fxaer of any sort; I am v~o:~t~, t]le sure of T'~N THOUSAND T~OLLARS (100JO.OU) in my o:~n right and over and above a3~. my debts and liabilitie~~ and in pxoperty not exempt faehm 8X8GLttioA~ situated.~rithin the State of ~fashin~;ton. Subscribed and scorn to before cne this day o~ 1826. Notary :'ublia in and for the State of ~ashin~ton, residing rat Port To'vnsend. .. _ e,~. y d,~9.yd~y ~ ~h i yft S~ae.~.9K~fi~ -------------~uAa---B----~--------- --- ------------------------...-...-..-------------------------------.....----.........------..191~Q--- COUNTY OF JEFFERSON, To ---------~`i~m~-a.-.$.~.....OoyA~-------------------------------------------------------------------------------------------------------------- Dr. ROAD AND BRIDGE FUND: Road District No. 1, Commissioners' Dist. No. Tn ex~r~ ~terimle e-Ad labor l~raiehed oz~ Oer~t®r -- L~rla~d Rc~~$ Certificates attached hereto as follows: t ,~'or ol+~~riag dono a.t.~` fight of ~y 2~j.~ti 1 !Rope~ir~ to bridge ~~ Div l~lxay ` ~ lX. $2 ~~~Ouiv~xt s:ccarraLion ~0~.~0 ~ i C'lt~~ging 4r~ek bed ~~'.1~ i j ;Ph-oing punchoon ~~.~ ~~...--. !. 'Pohl ,A.m~unt .Due w~0.~+~. b' n ~ ~ o O 0 G n c ~ ~ ~ ~ , ~~~~ ~~ ~~~~ ~~~ ~~ ~~ ~ (b ¢ V 0 ~+ ~ ~ Q ~ ~ ~ ~ Q ~ c G ~ 0 ~ ~ ~ rte. ~ ~ ~ ~ ~ o ~ ~ ¢ ~ g o o~ o ~ ~ ~ ~ ~ n n ~ v ~ ~.~ ~, ~ ~ ~• ~' ~ ~ ~ ~ ~ ~ ~ m ~ n ~ ~ ~ m ~ m o ~ ¢' m ~' o~ ~, a' ~ o o _ ~ n ~ ~ R' ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ ~ a ~ ~ rs ~ o ~e ° ¢ o ~ ~ ' .~.t, p7 (D CD ~ y ~~~ ,~ ~. y o ~ ~ ~ ~ ~ ~ ~ r N .a ~,. C (D N ~ " ~' ~ C V ~ n ~ ~ ~ ~ ~ - s ~ ~' ~ o ~ n ~ ~ a 9 d ~ o ~ s i ~ ~, ~ ' ~ ~ m ~.' C ~ n ~ Q, ~ ~ m ~ co ~ ~ ~ ~, ° ~• - ~ ~ ~ ~ c+ ~ ~ p, m m m - R ~ ~ ~c WARRANT NO._ ............................... Road and Bridge Fund Roast District No. 1, Co~nnaissioners' District No. ________-_______ _____ _ CLAIM OF Total Amount Claimed-----------------------`~-------...--•----------.......----- Allowed in the Sum of -----------------------•~..----------------•--...----...:..-- Day of Allowance -------------------------------------------•=------------..-..-•-~---•-. BOARD OP' COUNTY COMbIISSIONFRS, By .............................................................:........... . ....................... Chairman. --------------Aug...-..-2~.--.19-2Q...---------- COUNTY OF JEFFERSON, ....--..191.......... To -----------------------------~.e ~... H...-..Coyne....:.-...-...........----------------------------------. ..... Dr. ROAD AND BRIDGE FUND: Road District No. 1, Commissioners' Dist. No.---. x Certificates attached hereto as follows: See bill in Permanent highway 4B for extras on Center - Eaglemount road ~~~a o~ U~ 0 ~ m ~ ~ ~-+ ~ m ~' C ~ ~ p, .C .~-n a' ;-? ~ Q, m m ~ ~~ ~~ ~~ ~~ . ~.~o ~ ~ ~ '~ ~ ~o ~ . ° ~ ~ ~ m c ~ ~ ~' ~ ~ ~ ~ ~ a g c ¢ ~ o ~, "'~ ° . ~ ~ ~'" ~ ~, ~ ~ :°. CR ~ n ~ ~ ~ ~ ~ ~ ~ m m ~, ~ ~ ~ ~ m ~ m c ~ a m ~ ~~ a' ~ c o _ ~ n n a. ~ ~; c ~ m ~. ~ ~ a• ~ o m ~ . m ~ o ~ i 'J j cr ,~3 ¢ 1 " I ~ ~ ~ O yy ~.. V CC ¢ C ~ C .,' ~ ~ `° ~e m ~ ~ o ~ ~ ~ ~* ~. ~ ~' ~ ~ r N ~+P ~ m ~' ~ ~ (D tD ~' ~ C `n' ~ ~ !J ( rn ~ c ~ n ~ n ~ ~ ~ d ¢ c~G p ~ ~ .. ~ phi cD ~ H ~ ~' ~ ~ ~ ~ m ~ ,~ ¢' ~ uq °~ °~ ~ ~ ~' O ° ~ ~ `~ ~ ~ c~ m "~ ~ ¢, m ~ °~ 8 a. ~ P'$ I~-~ WARRANT NO ................................. Road and Bridge Fund -- Road DistYict No. 1, Co~nrnissioneys' District No. CLAIM OF Total Amount Claimed--------•---------------~-----•--•------------ ------------ Allowed in the Sum of ----------------------- ~-----------------•-•---------------- Dav of Allowance ---------------- --------------------------------------••--- ----------- BOARD OF' COUNTY COMMISSIONER Bv -------------------•---•-------.-- -------.----------.--- ---.-.....--.-.- -------------------.--_..-- Chairman. YREENWODD~P9iNTER. roRT TDWNREND~WA&N. ~ I ,: .iii ... ~' ~. ? .. - i ,,.., ~ - - MIL ( ~. i LSAP - ~OKT GAMBLE '~ I _. _ - less ~b~T LUDLOW PUG~T ~M~L~L~COMPAN AGE;N'CS AT SAN rFZANCISCO pupil ~:~rAL$oT ~ WALL~EK BUILDING FOOT OF THIRD STREET ~SEATT~,E Clyde L.Peach 15th January 192Q County Engineer Port Townsend Waah. ALL AGREEM EN T6 ARE CONTINGENT UPON STRIKES.LOCKOUTB. PIREB. AOCIDENT6. OEL AYS OP CARRIERS ANO bTNER DELAYS UNAVOIDABLEOR E6YON0 OUR CONTROL Dear Sir. ~'1e are in reae3;pt of yours of 13th inst,together with blue .print of part of Leland-Center Road . as requested. 1~e notice you have altered one of the ,courses from N 87 degrees d7~ ,~ . '!~ to N 82 degrees 07~ ~P~. Your previous blue prints and the ' written deseript3.ona of Right of Way required call for~N 8? degrees 07~ R and we hav® made'easements.a ccordingly.-Kindly. let us lrnow which is correct .> ,.., yours 'respectfully P'U(~ET MILL C O~PANY by~i~/ - ~l'~ ~ - L ~ Y ~ ~ ~ ~ ~~yW' ~ ~ ~ ~~C'0 I ~~~ t ~y . - I _.._ --- - -~: i - .~,}.r.... ., '"/~ 4' p~ l + i k Contracts, ?Tans and Specif icatio3~s y ~:;l. For ,the Construction of ~~ ~' L E z ~ rT D . =.~ __ C E At T E R L U D L O W ti: Station 105+n0 to St~,tian O+GO Office of the Ccunty Engineer Jefferson County ~~ Port Townsen3 G6ashington. '~ j _~ ` -oc0oo- a ~~ I' ~:. ~: ,. ~~~i • y ii -.;., R; , ~: ~.. .. _ .~ i- > , ~~ .. +c, ~- J ?1vSTRUCTI0N5 TO BZD~FRS. ~a:;h ;~:+.:;. °i_~1~~G b8 .ns,de on the foam furnished 'oy t:r,e Gc;~..r<*~;;• Commissioners, vr.a shall set .forth the full name anal ~•,~.xc,ss of every person interest°.•~ in the same. ~~~y a;~.~i t~,rJ~l 7_T'k wr~tlllg tQ .~~C IUZ'm pi ~~~: k'~l!~. A.? ai+,,;~ `3o7~ldl#~.4~].t .1-itT:' t~:t:t^n, ox Nxovision will. be liable to rend°r the N:cO;OGS~~.i _;"1fG7'TGal. a.ni. tG C~•~aSe lts rejection, The ~ revious Experience and resl~onsibi].ity, a.s will, as th° present ability of the bidder, will be considered in determining which is the host bid. The success.~ul bi~.dex will 'fie ~equ~.xed to furnisr, before entering upon the -work, a cor~Qra~~ ~}~~`~y bond in a ponal ~;um equal to the cc~ntrs.ct p;cice, fox tY~~ f~i~ ~~. perfQ~m- Y anep of the work. r Th:, contract will be a ~,~. 7°r~r~oc~ntract. T~oTl.'~illy estimates of th:; vaork done Tri 11 b° ~:ade ay the engineer in ch~.~~~ , and payment ,, C7s9~ will k~e ~,ade fcr Sev~r~.. z~:~o ~Lc,r~nt of the value o~ the work 3onP;T.~c~.v.~y~F~cp fir' ~~~-----~?~gO~tc b" ret^.i~^Pd t~.11 the :;cntxact i s c ompl e t e ~.a~a.~i ~ ac; ~~ F ~, t ~ d by _ }~i~. _... ~aeae~~- -..~,r2_ c>,.o r ~.~ ,~/ ~`,, .. ~~~ Com um/SS/one~'S As a basis for making ~tapntY~lY .sticn.~.t.`, ,, ,:~chEdule o.i pr:ices to be used ti4rill be ".^as°~.i upon the p~: ces ~.r~ ~~~::;~ p-= s~_imi;lary estimate which p:~i.oes shall :E. 1:1uI~GaS3d o:~ ~~,,.c~.c?~% 4n ~~he Hama ratio ths,t the lump su;x price b~~rs '~a thy: l~-cs'_-1:rin ~r~y „:7Y~ m~- '~ The contractor ~,ust u~a•ke payme:~.its ~'.u i,i ~: "fi.~- ~ ~,,,s are required by Chapter 7~+ of t.~.e. L~.u~r . of ygll (.~r_uu7rr ~. ~ ~rl~ 4.r~~.Y,.^:~ Act) . All ~oxk o~~ the ooncract shall 'as pe~foxir~a~ `.~~ 'TyT~ c~ fight houxs, ~xcert 'in ea;a of e~ztrac,rdi~zary emir; °ncy. In case a~. nan--car~pletion f~f ±hs c,~ntrac ~ u;^.-~n ~,~~~ ~,,,^,.^J,_,.~s?v. th; con-cr:.~c t~ ~° sl'~a1i k~e '-;able to fey to the Ccunty as liquidated damages, an3 not a~ a ~~~nalty, the sum of ten dollars ~;~~:~0. JC) for each day between the alc~.ointed s.n3 th° actual Sate of com~zetion, ,~ ~.,, r= ^' L• unless an extension of time sha11 bE grante3 for cause 3~y the County Cott~missioners. Bids for this improvement will be opened in the .office of Coutyty Commissionexs at Port T't~~tm$enct, Mashington, at 2:40 p. m. Each bid must be completely .sealed in a~ separate package, .addressed to the County. Commissions, part Townsend, ~ashingtt~n, with the name of the improvement f©r which the 'c.id is submitted plainly. written an the outside ©f the package. The bidder's attention is particL~ls~rly coiled to Sections 1 and 2 0~' the specific~tians. The County Commias:~onexs, the s~i~t•c~n ~'c~rest Fire ~.asoniation and the State Fire Warden all ins~~st t?~t the refuse from clearing ~t,u ~,~...~~.:---o be px,~perly clispose~. of and the premises .eft in a neat and pxe-» rentable "condition. The pxovisions of this sectiorj '~11~-, 'mere" fore, be gt~°rced. -2 .~,~ t ~ '4 <+ - o =' ~ ..r ~ 5 -..._: Cif, e ~ i'~s i.t a'T i' Yr`rJn :~~ x s. c.>sv ~ , . _ ..., ~ _,..:.~.~,.- ,~. av~lY .:~ It will further be expressly agreed between the parties to the contract that-the contract is made subject to the following condi- ~ tions and stipulationsz a. It is unders~oou that intending bidders have examined the ~:;..,:r. ~.;overed by these pa.~Y1; ~.•r_d specifications and have Cali sfied trsE~~~;selves as to tr.^ ~~~3`i•^ a.nd ?.ntent of the .work to be donee con- tract and spec ificat:ions T.a ~~~ ,-,:1 is t~.y enforced in order to obtain a finished a workmanlike ;;c:•< In case of ambigui' T E• ~, ~~xz.,:~:rsion in the specifications, ar doubt as to the correct in,~e ~~1~:~ , +~'~.tion of the same, the matter shall be submitted to the Coun•~;5~ F~n.g _::=:or. , ~avhose decision. sha11 be final . b. Any. work or mater:La~_~ ;;rat may have been accidentally omitted in the descripti~ri a.° ~;he yaork, but which is clearly implied shall be fuxnished by the contra..~~cor the same as if it had been spec-- ~.fically stated. i~ork spawn on the plans and not mentioned in the. specifications, anal vice dr~~~M s=~.: ~ru ~ 11 be done as if shown by both, when and where required e. 9Vherever the .ti~.'c+ G;g:~~":C~.eer" is used it refers to t2'ie County Engineer, his chief e.rg:~_..~c-. _~:~° c,~: authorized s.ssistant~~, p:~ whom all explanations an.~~ ~?3~cac L ~c~:~^ necessary for the satisfactory ,-prosecution and. completio?i ^i +.n,,= ~ry~~,r~ 3eueribed in these specificaa tions will be given. ~, ., . d. 'W'herever the ~~.o:.'~~ ~v:,. °"'ac'~60::'t is ~;~secl ~ ~~ refers to and means the party or parties who a~-la Pauly entered into contract wzth tho County_of Jefferson, ~lashi_~gtan, to perform the work; their ua;.y- authorized agents or legal- a_e~ xesentatives. e< Any written notice ~~c the contractor which may be r~- CY~;iiS~t:~ under these speci~ication.v may k~e served on sand contractor ei.ts~oY° personally or by maid. or by leaving the same at his last k~~r~~~;n dace of residence. --1•- _J ~~ / .. .- \" .. ~{ ~1.'R ~'. 3 X V~Sg~ ~: ~./ V V y J ~G1+!- S: ~ ~ ~~L~F1+kYVii Uil. ~ i~~ ..+35/Gi~i1V~ ~'' ~ .. a - ..~-. ut disturbance until permission for their removaY.. fu11y p~~Sez~ved wltho sha11 be giver-'oY t~~e engineer- All expense incurred through the re- ttin of stakes that xa.ti~e been destroyed by the contr~~ctor wll be se g . charged to the ca«~t-+:ac for and deducted from his estima ~,es ~ laps iQo deti~.~a c~.on tiro;#. tho s:~ roi£ica G~? ons o:~~ aetai.~_ed ;~ g' ~ - an ~'Y ems; ous- s _~. . ~:, „=,z;. ,Ne:~:niss~.o:~ ;:,ha:L:a. .~A.-~.,rc be ~r:~iy:~. .~a a:1'lowed, ur.:.~.s air _: .1~,. ~;btained from ~ci.~. ~ ~-~~"-"~" - h. The C;ou~F~,~~ L;,,~;a.z~F''=~ ; "lu..~wng the progress of the work; may b iv in notice -~o tl:ie 4:C~t1~i.~C~'3 X07': ,, G.'1_ter any of the details of con- Y g g uction in ar~y man=nor ~~~~~ `° ,-1~~,.r ~e eo;..nd expedient or suitably, such str rations sha11 :iot z:~~==~ ~-:` -^~-,'•~`~,= ";,he contract, and the contractor must alte aece t and executF°, tilt- ti=~~ne ~.~~~ ~ :~ tr1EY wore part of the, or~.ginal can- p tract; and at tt~e com.r~le-~~~`~. ,r, o j= ;~t~`, ±=ork an a7.lowance will be made for such alterations, e°tic: ~ , ;:~~,ne~: f•e:r° ar against the contractor as will be estimated the ease may be, and the T'ai.J.i.', O:~ ~sU.ci1 alterations z ~,ha en ineer from the ;;~_.~~edule of rates and prices att~.ched to the b~ g ~srl~fi:ao-t, or should it r_~~~, ~~,yop1~",~ c:1°~ equi.table amount vrill be esti- mated by the engineer. ~ ;e''weexx ~:;he part; eC to tho .. ~~i~.. It is mutua:~.J% a~~A~F ` i. ~, ~ nr t,~Pz°szand~ngs be a~., revent a'~.~ = r~ ,~ . • =~ric~. ~..~:~.s~z~_t txac:t, that top _ d_.~ ,~.,.~.,~ ~P ~~~a~_ y., ~:.on~. c: onta ~.r.+.ecl in the ~ ry U11C~ J 4: .e ~1~~ ~(r , them in relation to arry= >' fiha'c tins iiications, or their perfor~l?.n::~~ ~~~•; `.:~-thee of Sa,~-a pwrties, ~,~~. ~:~~e tc~ r?acid.E a~.'i rs~a,-;~yeis ar~.r.irg or County Engineer shall b~ growing out of said cor~trau ~ q.-~~ The contractor: r~*~..~-.i ba held 1espo~-~s:~ble ~cl the fai~h~- } T r ~r".i C-h f'~.:~ execution of the work a~.z ac%;;odanc:e ,,,.th the Necifications: nY ~~e~:ective work that may be d~scoz7e_rF.sa 'c;I the engineer or his appoint -,> of ro z:.na~. payment 5ha11 have ees before the final acceptance., o~- b-~_~y ;;"~~~ ~~~~de, shall be removed az~c~ zeplaced by work and ma':eri~~ls which P ~~ ~:~r<~.~.~_ conform to the spirit of the ,~°~;:.fica.tior_s, the fact that the ., t,~.~,;;~.tor or other person in charge Y~aY have over*.~oked such ae.~ective ,~~;:~rk shall not constitutE ar a2ceptaLlce of the Sc~?:ite~ ,,:C.' e. _. - - k. _ _ -. ~, All ~tor~ :~h~-' 1 be na~.t7.v clewed up on completion accord- ing to the eng~:na r ? :~ di ee t_ion, a.nd be: lea ; i.n a. neat and orderly condition ready ~or use c 1. file successa~ai b:~.ci~Ler shall sat:~.sfyT thy; Cosa^~ `~y before ;:fie contract is a~va,xd.E;~1 -~,~ .:-zira,, thai; h~; has or will pxo~n:Ntl;r ~~~'ovide. suit- :~:~_e and prop ~~~ ~':ei1 ":,~~a ~:•::oi,~ az;C' _ ^'.:~:(',i<.~.?"1~r'~r ~^~?" e? cri os ~.,:-~ si.~. ~.ferent ~~.aa' , of works m. The co~.tx,r,•„-,:-,,~ ^h~~,i:! ; ~.c:~r the ,aisle compensata.on as for oth- er grading, gradF a s=~,:°~;, Y~3r:?p^r ~,r~.t~ ~vorkmanla.kP connect.;.on. with all intersecting publ:.c or pria~~.~,r. :~•..ad<, or dxivewayU, according to the directions of the --;ngine~::~~ , n, All ma.~~erial a.,:i:~i w~~~_r~r.~~~.nsYl:.p shall be of the best oz its class or kind. .~1J ~;atFx ~.a:~_ ~,.i~~.ch z.~a.y be rejected shall at once be removed from the v~.cini'~° =.~~d ~r.e~~l•~,eed by material of approved quality. o . The eontractc;_° sha;.:,. g~~=F h:.s personal attention to the fag tht'ui. prosecution ~sf t'.~. vrc~r~n, shall not sub3.et the same cr any part thereof without the ue-ri cte:~ c~~r~ser~t r,~f yhe County. Copies of a. J. J. s?ib--contracts mus~.~ ~~e i'r.~ed <~-•3th the County Engineer. ~ nontracstor shall not assign, by power.: c:~' ~"-~ ~;'o~~'ne~-E; or ~~thPrwi.se, a•ny o~~ the mon- eys ayable under these 'S1 e~:;iz~.cG,~.on~;. p. aVhenevex, t"r.~ r,,~Y; f; i..-,.,;~-7 r ~ic n^t p:~;;sc;~t on the =.sor?~, orders will be .given to th;, =_~w~r,~°~~~:°:.~!:•::L~d.eY,t o:r o~=ersc.ez ~~riao ma,y haae im~rediate charge thereof, ~~.nd .''t~~..~~L `r:~y '.i~.~:3 ~~v ~'e~.~ei~=e;.1. a~.d obe.J=ede If any person employed urn `~.:. s;UC_xk ~ ~~se,1~! =.~~;~ea,:~° i:c; b=:~ ~.nco~~eten~;~ diso~°derly or unfaithful, die s:r_~~~_:I., upon the "+'eryi:L s~.t:~,or.. of the ;ngi~-- neer, be at once discharged. an_~. z; ci, ~.va.ir: ~m~:~.cyed ~apc~n any pax of t~~z~_ ;pork, q. fihe County Engineer ~;ay ru.psr~d. a.lJ. work cry any or wll ,~.~~:^j.i.ons of the road for such pFx:ioda. a[ ire ii~ay d.ee: r,"cessary, The o~ ~L.c?~ci~or shall not make any ciair~ c,r demand for damage by reason of s~a~~ usjoensions in the work, but the per~.od of su.cii suspension will be e~c:'?.uded in computing the t~.me l~.m t for the comp~.etion of~ the. ~rork. _3- ~ . t ~~ The Co~~t~~o'r=~. 3,g'~~es -tu assuu.a a~.~. y;.;ks wr_~, lia,~~~se far accident o:~: ='~.::.-•.g• t'.s~~t z:^y -~.ccr~4e t~:~ p=rso.~: o~~ c.~'c~p°x~~~• dur ir~g the proseeutir,;.S o= chF ~~:~ k: ~_zn~APr these ypFCifiuatio~Zu, k~~ ~:eaUon of the negligence cr ~:-:~.-r~;.•:Lcs:~r.c5s ~~~' ~"~_r~~ ~~"~.f; ris agents cf•r "~s^~3.oyeES s. Al~,. :fiT'~ r'c tri.~ ±. ~.~= mee,r~u:;"ad ~,nd 1aai~. f {~r _,~ .~e ~ ic:rLh ~.r: ~~ ,. , A t taahed .f ~ ~s rr c ` _ :%;:~,; t. Zv"e ~~.~. m':~?.1 ~; cc~t.s•i.c3eieci ,~~.n:t°s pr:i.ces be ~;i.,e~l fort each :ate:': in pxoposal la:~.~-, ~~j.s ,. 'i .. ~s . Y~L ~~d Iy the ^~~:~,{~~:w,.t _ -. s. ;~~ ;~ _.:.~;n~~ ~y~ -.a~ca L~Atra ma ~~ ~°;~.a~. and labor shall be ;~a.:.d irx: „~ ~=~ f.; ~.~,~?e~' ~~~a..~:°d ~tii~~:Di1 t~~A, price in t~ze engineer 1 s preli~.ins.x•,~r F" ~ ~?r~J. ; r. $ tr~.aich ar_,oE, she,l~. bP a.ncr~;ase:? Gr. _ ," _ r <. reduced in the sane Y'~•i::iC; ~'~,~K. i:a,:_ :.a~?:~c .~~~~ ~s:ice bears to the 4.. ~• . engineer's prel~.~a~-nary r <~t~r:,~~a.t,c:,, u. The nre?.i~a.n.~~reJ •~.,tiz~.late, tine p~.ans, and. the grade and alinement as staked on trze ~-.~aunc~ ni ~~~o~rn cn prof:i~.eU and n:a,ps, ale inter_ded to represent 'tY?c ~+~~,1,r ra tae ;;yore kith rae.sona',~:1., c~?~seness btu a. tn;; contract is no•`~ fo.t :env ~oec;i.fa_c n~amber cw un~ is of aAti' k?•.:ad, n.r,_ far any specific gr~ti~~e "_yre ~~~•: ,:L.~,~.etaerbi;. V e ~hE:~.•E tYJF ;z.t j..-'.'Qw~~'k;e.'.7-'~ j~4.1..L~1'1~~ wil C:'n. ~St~~,Tl~' ~iravP.le~ 1(7at~ -~ '1 T~ t • c\ :. ?", c~ F'~ n c.:'1 1` Y P ~~ •~. ~i i, .L•Ca. ~. 'F''35 the ~Untraetor shah a , ~.i.~.~ c~ry:1 xp<.t_~ k...•:,l ~ i xoa~' oN~• =' t d~ ~iJ`rjll•.de sllitcil7ZE-' detours :~v ~1'7a.:; v:"i~.~'f 3.C JV11~. no`r, ~~e :sri~~rl:'upti13C1.a W . The bidder ' : 4tii, .•~'._r,, ~; L;.r~ ~ .; ~~ V..~ •: ~;u~?i.l' V .=•.1 "!.e:l ~i;O SU1~ •::iGn,i tii_'S.) <-~.Zl,~. tW0 OI ~i~18 S Qv°C if 7 t„'.=!,', ;~ :~i:.~~ ~~ ~'t:~. ~.x.i. ~:. O ~"e0 S P,i.: ~i i')r: `v~?.]: w8 ~ C° r1~= k~ uFJ ~, 33 ^?= the Session I~~.tr~s of `~..;'~?, .°~.. -~_, = ~:.rrJY..N.I .. ~-'r.l.~.:: r;vrnirg ~ ~ re-_ ,.~ fv.sbr 'Gimbexr bxusr~ aru. a.~~.~.s ..~'~ :1 .: __ ~~.a'~• ..ad gr~zr}-;..r_g eperat:.an.~. The ~'i'OUnY~j', the ~~c)).::,1±ruE~?,JT1 F'U~'~~~~ :j'].:.F ~~s°4.ciation ~..:~~_ ~t18 Sty. t:^ Fire harden e.:? l a ns:~.st th~,~: tha ~_+a ~u-~'- :s ~o<<eri ng tre ~s,fi teY be s}.r~i.U+,.1~ enforced, and teat tY~e ~:ef~as; i'ro~r. clearing a.na grubbing or, pu'olic roads balprol er.ly ~~:~spo~;e~ r.,f a7~;y t:hr. pre~sis<~s ~~e, <<.et-~: i~~ a ~:~r v ~ ~•~:~t. presentable con~.it~ ;~~..• Tr1E7 i7:LOVl~I,(?i'}~3 O;, t;-~ ,j~;,"iC:",. :..:~ t1.O:i.S ~.Tl,i. tr~~ 'ot~'~tl~tP.~r ~1't::~i'~~:,~U ~~'ill bc"'. ~~~~_t.l~-:'~ilfO:i"ri`ti(s; • ._~~_. ~' t- ::~ ~ M ~ dPECZFICATZONS FC3R d!~'TRfjCTtO~' OF x~,&pROVED R4AD~. ;TAND~RD JEFFEA.St7N COUN`TY' ~f.~SHSNGTdN. -oodoo-• r ~ ~ ~ f~Ts~~~, the xi. ht-.©~-way will in general be a~,~ar~d ~o feet on each side of the center line but wi11 be the width of seat®r widths where ordexed by the Engineer. Cleari . ~' cleared •~o g outside of the right-of-way s'nall be done under the same speaifi within the .right-~ bons and b8 paid for at the same price ae'cleari~g . of v~y. the cl~xing will in all eases conform••~to the ata}k~~s by- th~'~nginaar . ,,. , .. ~..~_~n the lines staked by the En~ineex ~n:d. ~xc~apt ~~ },r~~.~~ ~i h x e+cified, X11 trees, brush, lobs and other -~.~gs.•~able matx ~ ~~ ,~~ ti, wa Ito tamp ll b '~n.d ~'urned within the right~o~"' y ~ > " a ~. r e-~d t~ ~~~ ace with a he~gh'~ greater than ,~'~~ d~+~ .; l .~~; s~1e~~ed sp U ~ r x.11 s o f mo r e than two ~ ~ the top o f s tump~s ah~:-1 ~-'~ ~` ~e~--s~ ~ ~~ f'wo {~ Q rade• 1.ow 3 ~. are Tx~e~~ d~4i~~ted by the Engineer shall be left stand. ed b the Contractor not to damage each tr'e+~,~ .mil` s~k~ll be ~x@rc i~ Y .. in: s.d ~#,~,'~ timber oru ,in burning. .. ~' ~ d ;,~ be cut znt.o logs of e ,,,. A~~;~g'~a.ble. t.m'oe.~: sha1~ ... ... ... . •~..:., the edge of the clear. ing ur. `~~rithin ~ alon ~.~ngths :;~pi~ed g autside of the clearing, f..ree from rubbish and war ~.~ ~,ht--t~,f -3~ ~.~ loge t t,.imes a~ the sta~ta ox G!ovQrn~ient aut'hora.'~ies p~'ah-~.t%~~r ~,~ usa fro.r. the olearing a~11 be Nile. ~.1c„ig , ~~ ~~u+ -, • ,.• of way at poi~~ts where its i~urning will l~.ot ,b~ ~ ~~" r and wean ~u~n p~ab~~.bt~:.an is~ rP~oued.:~~,e per-`' r"r naus~i. ;ae car. i~:i on and ~ora~::,_ete,::, ~~ t `t.Q~,s~ «ne l~lf _~ ~ wi~.3. ~Y7e ~a.i r3, _~or by the r-;.cse Gleax in ~~~ zaile ahead Gf the gre.~~.in.g . g ~:ar t:~e axea ae•Gue,11.y cle~.:~ad by tiie Ccntr~ator a.n a.oc~,,L.]a,zLr~3 W? Uh t'.:q.a ot~.l:es ~2t '~,~' ~~~ En~s.x~.~,e~: . „,. . •s , __-_ - ... _ ___... -__ _ ~-~ ~ ~~~ r q ~~ ._ ti. w , ..- ~ s.. f~ . ~. ~_ ,~, ~~.- :d.:. .,..:.,~:. 2, GRUBBrNG. All stumps, roots, and other wood embedded in the ground with.~.n the areas included between the slope stakes of all excavatie~n of ~' feet or less, and all fills of two feet or lass 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 a.t points where its binning will not damage standing timber, and when such prohibition is removed, the piles of refuse shad]. be burned. Grubbing wall be estimated and paid for by the acre for the area actually grubbed by the Contractor within the limits above spec- ified.., ~• GRADING.. 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-af-way, excavations or embankments for bridges and culverts axed the grading of intersecting highways and private roads, and grading new approaches when ordered by the Engineer. Grading will b8 paid for ~y the cubic yard of excavation and t$e prise bid per cubic yard of excavation shall cover all materials ex- cavated of w.ha~soever character, which prise w5.th the ad~.itional px~.ee .paid' for mverha,ul hereinafter defined, shall be full aompensati.on for excavating the material, hauling into embankment ar disposing off' it • as directed by the Engineer, and finishing the roadbed and slopes as hereinafter directed. The mater~.al required for the formation of rymbankm~ent not formed from the exca~-a tiara .taken from the xPgul.ar ~;e;;~~.ons of the roadbed will be~;obtailx~d from the side ditehA;; as shown on .the profile ox as staked by the ~ngineer and from excavations outsida of the roadbed known as' borrc~v pits , The side .itches ehall S~aou~.d it; b~~ ne,c~seary _ ~` `~ 103. g ~~.;~` _ ~_~_.:: ~ ~~~ ,:;_ _' conform ta.the stakes set by the Engineer. at any place to go be1Qw tb.e level of the such e~c~z~aa:t~~i~~ ~ ~ ~ ' .. _--"-~! ~ ~- { ~..' ~ ~ ~ ki -~ `"fi`T ~ ~'~ s~j+ ~~ 3t ti t ~ i. under the heads n.f exca~rat~.cn. or embarikmenu az..~. ~~.o a.d~.i bona". com- pensation will ~e made for tix.Tt. ~ ~°• a-r:~t:ia;i nx for ^t<oh m~.~t^~' al placed in embankment. Noshrinkage will be allowed f.or. material placed in embankment from borrow pits and payment wi17: ?~~~ wlade on quantities computed from the cross-section. of the embankment r.~s staked by the EnginAer. Grading dill be paid for by the cubic yard of excavation and the price paid for excavai~ion, with the additional price paid for over-haul as hereinafter defined, sha:1.1 be fu1.1 compensation for excavating the material, halzlin~; iz~.z~ ,~m'oankment or disposing of it as directed by the Engineer, aaid fnis'sing the roadbed and slopes as hereinafter directed: Grading will be measured in excavation. If the roadbed excavation of xegular sections does not furnish sufficient material for forming the embankments, the additional material required will be obtained by widening the roadbed or from exEavations outside of the roadbed known as borrow pits. If a borrow pit is of necessity so irregular in .shape as to make an accurate measurement impossible, t~za settled embankment farmed from such borrow pit mass be tc.ken as the measure of the excavation in the bcxrow pit. The price paid for. excavation shall nc~.ude hauling the mater- ial within and up to a distance c-,f four h~znd.red fee. t, . The excavation .shall be hauled to any distance that the Engineer m~,,y, direct and as compensation for hauling excavated material. tc? di~:tarces greater than the specified four hundred fe~;t; the p~'zcsF giVPii ~.r.! the con.-- txaet for overhaul will be paid ors each yard. :~`~?r Eacb one hundred feet. that it is hauled beyond the above specified four hundred feet. Side slopes: shall be made as staked by the er-gineer. In case .slopes aha7,l slide into the excavation,during the progress of .the work, the slide material shall be removed ~.t contract prices per Cublc yard. Overb~e~.ks due t~o blasting: will be removed by the Contrac-~ rtvc~~ the surface of the roadbed shall conform strictly ~'~ t_he final grades set bJ. the Engineer, and shall be composed -,~of t'r.e beef ma~tP:eiaZ obtainable from the excavation. No boulders shall be left protrud:Lrlg from the surfave and all stones of greater diameter than two inches shall be removed. from the entire surface of the roadbed. The materials composing the embankments must be entirely im- perishable, a,nd wherever the natur&1 surface upon which the embank- ment is to be placed is of Such a nature as, in the opi~.ion of the Engineer, would impair the stability or usefulness of the surface, it shall be xempved to suoh width and depth as the engineer may direct, and the materials so: removed, disposed of as ordered• V9hen- ever the site oi' 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. 1Nork of this nature shall always, be at least one hun3red {100} feet in advance of the embank-• went. In all cases wherever, the engineer may deem suoh a course necessary,. the Cuttings shall be made below grade, and clean sand, gravel, or other material deemed proper fox a roadbed, aha13 be procured by the contractor, and deposited as the engineer me.y direot, and such work shall be estimated and paid fir at the same price per cubic yard as other grading. All excavatior..s shall , if rsquired, be ~,aken -,r hauled into the nearest emb~.nkment to the ext~~em.e diste.nce rec~,~~ ~.r°.d by the Engineer . 'The surplus beyond what is necessary t > form the con- tiguous embankments, is to be disposed of i.r wi.de:~yr_, the embank- ments uniformly along one or both sides of t~lE s~a"~?e, or i. to be deposited j,n waste 'banks or otherwise, ox is to b? hauled to form any embankment on tie road to be improved, ~.s the Eng'.neex may direct. In cases where the quantity of material taken from the regular cut- tinge shall not be sufficient to form the requisite embankment, the deficiency sha~.l b~: supplied by taking ~na.tierial from cuttings within or without the right-of--way, at such placed as the Engin®er may direct, ~~_ . ,~' ;:~ ~i~ '^.~'...a~f ~iM~ _''vic.ut w1 •L4M. ~;;~ O?: prom an nlar e~'eny G~ the : ef?~l'u,'r ^Lltt l "<.~;~, ~ 2?1ca.~.8 9t:itiali;y u'_:' uniformly 0!1 Or° <Y ~JtYl slde~, Of "i,YlE3 Sa.:t1~;;, ~,y:.G ';i"'.E~ a~.C~E`^,, of 't`~tii:; excavation .i;z al:_ eases s~all'be dressed ts.~ such s;lcoe ~a,s. ti^::, i:,ngxr_~.,~~ may require; 7~xr~'r l.deu, ~~hat if the contractor shall have sl~~;pE'~. such excavation by ai.rec~ion of the Engineer before widening tide same, he sha1.1 rece~.~-~? ".tor ::loping .the second time such comppnsat:~o:l e, i,i,e ~jl;iz~.eer may deem fair and reasonable. :S:~:rrow pies shall be,connected with ditches and drained tc the nez.rest natural outlet. Side slopes of borrovcl pits on the :~ ight- of-way shall be the same as used in the cross-section of adjoining roadbed. A berm of not less than six (6) feet in width shall b:e left between the slope stakes of the embankment and the edge of the borrow pit; and a berm of not less then two (2) feet shall be left between the outside slope of the barrow pit and the right-af-way line, The berm must c~rl~;ist of original ~anbr~ken ground. In xock excavation the cont.ractar shall be required to excavate eight ;£~) inches below the grade and to back-fill with material approved by the enginePi, to true grade and cxavcri~, Alloti~an.^e will be made to t: e contx'~.:~~cx., at co:~tract price; £c:~ excavation and ~aoxxow, i.f necessar.y t(.~ bo~~rc~v~ mat-eria`".. for bz,r ~ -; till , nenaver the z'i-ghi;•-of--w~;,y is c'r,,, S~~FCi b; , ah~. ~ c oa: ,pri°~<~~a.t~ rc~~r?.s, COmmOd7.auS iUS.sSing {'1'a•'3~ ~ "1',;.`s'C k~~ ~~eb"~, i,j~ei~ c^,nt,~. 7.;. u,z~E' CCr?(~.itlan ~Or 115, at tine ;~?~{,~.r~r1,F: 0~ ti".e, ,`t~.`~ T,r~. c:wits'.. ~. ~ ~`.,'' ~ ~~"'11:iOLtgh .~ . ~.. a ..r~x',: °1 -., ,ire ,j fayrryms'~~/lthe Cl'iTryry1'trY."~,i:~''~GS" :il~'•.`V'M ~~.~-'a liPiCi~ 1.~`~ ~a,L li:''.j ;'yn: _ ,,.:t21:1-:•y,~',iuCYY1. tempara.ry ieI.44 ~!. x^11 11 ~ ttLL~(~r%a»~ ~\ ~ ~.~:'~ ~~}.(r~~lT'-?•.Y,.),y of hpp e;, C+~ 7a1Cw .L ~V' 11 rJ JV1..~ G .1+ J V cxap~M, and a•1:,. a~~,~uage~:; re;~:a,rin~ fray.: ~, n~a~ ~~~~~n~~ ...a :. .. r; ~'_i.t~l ±a"1=..:.~ spec~f. ica 4J. 4i 71 J`77.1~ ~.`F' c'}.ix'1"~E=C.i ~[J Lri~. ~kVr.`C.".~ ~.. : ,C r n~'rc Ct:ar;i ~~''.'1 ~.1::"~.'.i ~ ~ ~ ~.. ~:;1~'.1: ,c•. :::ii~.~ ,. ° f' > 1 ~b.e 51.(r.E. ~:a. ti~U rC~~,~y,~ ~i~ i.1,'i SZ..I(:'1 L `;,~i,~'?'t' ~ rs"i , ~ . ...~i ~ ~1:a.3,. bE C~.E ~a1,`~"T?~1,~,~..t~, ~.•u3' `~ tU11F3 C:~ Y`•:)~it tl?.~~, },ii~~ ~?.~i !?:5,~.:a'~ri•~:ly ; ;a,'~.3. ,,.~ ~,1"i ~C~ C~ O 1, nE; ~ t }l E.' ~' ~, ~.cL i ~~_ <,~P. ;~ C~ ~ 1 "~~ Zli~'.~ "G ~ r .i~ ~ l ;"." C'7 ~_'. _ Y_' G ~~ ~... F; r :'~. h ~.::1 K.: X ~E: ]. ;!'_ `. f addit:io~lal 71l,lTY'~':t?"r Q{ Ct:.}''1+~ jl`~ruS ~±~ t',~~ u :!'7•., ~..c:,Y:~ ~".i'., e^P, G.' :s.li ~Cy'1'Ci:ial,l~T ... ~ __ such e~bankmexxt will be a~,3owed ~~ct paf,d fob. .A~.3 store ar rock excaTrated and ~ie~posi'ted as above, tobetrer mrit.Z a.ll *•~~:~?;;,,,• 4.;,~c,-~-eC from the l~.ne :; {' the road, shall be uhe property cf ty,e ~~~~=urtiyq and the contractor v~i.ll oe Y~e~.d responsible foy its safe ke~:~ir.~ un.t~:~ removed by the 11rup~.r autY~xity, ar until the contrast is .>c,ar;~leted. ~-. C?JL~;'ERiS. Cu7_ro~erts are to be of metal, concrete e.nd cf ~JOOd -s ~~~~c,wn on the profile. The metal culverts are to be constr;~~:,ted of galvanized corrugated rr,etal, of a percentage of at least 9y.~0 pure iron, and of a design and make approved by the Engineer, Log culverts shall be built of sound cedar logs not less than 16 feet in. length, xzot less than 12 inches in diameter with tie ~.ogs at intervals of eight feet and between all courses, proper~.y patched into the face of the log extending across the full width of tha embankment, and anchored where necessary.. Covering to consist of cedar slabs at least six inches in. th~.ckness and extend~.ng across and at r~~grit angles to the side. ? og:~ a U~~`T• culverts to be constructed and well drift-bolted :~c,=ethe-r as wti~USrsn .br t~.e plans furnwsk~eli ~y the Engineer. ~ . CONC SET"t_'. r~~~=~:,_ Cuz.crete p~.pe m'~:~:;t Y~:. d.F~x:se, m,ao uh and free ~:Ox::.~ny lL•~perx u'~+a,U.i :?'dc„ ~ V'~GLlI!~ :4.ir;^~cy:~,X: ~ ~~, ,-.;ty ~'klp'ti! •, i~ ~: Y3.a11 be ~iixe=~. ~.n the :r^x'~~~'vrt..~x.a ~~~' s-ne i,) ,~~:,r. ~'~ ~ ri'= ~~.~:.d ue::?ent, two (2) parts sand ;::.n.~~, i.e ~ ,Y r,;:~c-•~:~=..:Lf '.~.-- '~~` ~~ ~~-1 p. _~~~•n' zea ire. ~' ~, ve.~,; or '1 p r t ';~ r ~:i, ~t~ + ~ ~.L~a ~i;.+' M ..::~ +, ~r ° ~ ~,~~ ~;~ . ~ -,:~ o 'rl ~•~^ dUd one ~ a ~ --~ < ,1 :s- _ p,,. Y r~ Sand; rr.~n~;ng 1.1i ~ ~.'.; .e. 7L" ..4; `i2:r .h c', i.f '.,.~. fir` ? ;''~'°iy ~,;,(15;~''l. <) one huxidxe~d ~~~~~ L';tiSil .°6:!~ ~11E: X:;t°".'.., til~')XQ~I,~'~i,.A."tI tTi";.Sx•~'d '',r t' d`.;~:, _:".?~J r?3,'TllS. C' ~ 1. y 11f1ate:C'.ci1. Sr,U,~ ~. "`.~i~.Li;J•,1,-:,, t,r~ ~~.`. ;a uB..C~,,~~~:'.'~:~," c:u~~ 1: ;.c~ j ,.'=1,iCy,,:i.:~'a. 15 ~h, .'~Q9~, bt,~ th.a .?~u~~;rirwn 5:;....et;~r x c. .. ~e~stiri~ ~~~,~CC~ -:alp, . ''~~~ .~..~-=1,,,:~s of u:.pe shall 7 b~ V _ net be 1e;;5 tha.~~ tt:•=~.~~ s~c~bn n t~Y~e i^~.oYr~:~i~r`.t=~b~~ E .L •~ ~ ~ <J d~.~;,n,.ioA~.s . ~. ..1 ~'i ill~7 . I.~a.:~i~1 C'~ i~~i Y° . _y...~ L ~ ` 7 .l 1~~ 1, .a.l ~:r l~ ~ C ~,~ it "Z ~ 11 'Z ' 4 ., ^~ l r, ~c 1 } ~ ~'' rf'~~, •i ti~~ .a ... .~i.. .. !~.i_.."•w._ __ _-_ ~~ 5 (`!1 ~, ~~ 7i i i~~,'. it ~~ ~ • f 7 ~ ~ '-,~ .: .. ~~_ ;4 .~ ~, ?. ~.., .. _ ,., ~_. and sizesa _ ~ y ~k~ _ ' ~„_... '~'~. ~.c"~.11~%,lt~r'~:~ Yt~? li~a.~. ~ixL li~f/a~ iJ L} 9r 7 ~2 xs.Lu:h.'s NG re,~.nfoxcement . ~ ` 1 `~ 1' Ia~9.ni~um weight .fib Lbe . per. ~ :" ti- , q . ,: ~~~ rr n Ir . ~•~ , -`tt ~1 If Ir !I O rl Ir 11 , `tC rl p » • i{ ~6 " n tr ~~ tr n rl r, 42 rt n . 11 . EQ n rr tl rr l~.g .t rt ~' . ~Q rr rl 11 rr ~.~Q:LiZtS Cat ?;~'.° 7;'BJ.:!'11°,7T`t78~' G(~2':CY'F~h? t?i_1~~' S1ic~1.Zl r0 02~.hP. ~.i7C1: aOiT..~ $jtpG'~ O:C }.,.~.~.~ i" x'8, VV:I.~;l= .~SC'~S`:Il.f':~1~'E? %"Ot'~T7.0;,°$?OI]. ~~F,~~1~E;8Yi ti~'G~j_OI18 oug -., r~~,a~-~u raxtr] a m~r~'~.i ^cmp=~~~e.a Of vT?.0 ~~_ ~ p:bl;; F'':J'T`'.L?:~~•~ :,;:E?•tri8?1t, ~.Tl:~, t~:ilc~. ~". ~ "Jc~.w" u' Sc"1•i1C~l. •~ >M 7.` E 7] C ii C. ,i„=i: ,/...?.. ~0 C + i ~ T i~ ± i'y ~ '} V .7 yy r t-; 0 (., a. Y`iPi'i ~•i~:a l;1'ZF~ ~ J. ? .~. %C.'+ v ~Ji:.,e.0~~ 4Y• C' -~yy ..~ 1~.•C, , ,y~~`,yW, ';~'f~E'r':41.s; :''..:iC;S. ~~i;.":~.--f i..i~_c::i~ V<Jlt':1 ~~. C.'4'~.,L ~}~ •.1. ~.* 1e,`a +. .. .. ~1 :~•, l~:.~• IJ.Il~•~,l•~.~ .r .h.' +~ iy~E t ~ ~,'• '~..i . ;~~a.:'_{_u s Vii'.., !'`C)L:f1 ~ ` .,_~~1~ °1. r `:=:' 1'" - ,•' n , - ., 1. L ~. + ':] ~;~. ?` ?1, ::,~,.~: ,., i..,.. t''. "i,.: r ,~. '.u...~ s ?:LI1Ca. v~;.JY'U ~igrla_.Y 00 •u • ~. Ll~.ryi a. ~.].i~.l a. ~~ ~ 1,~ "`. ~r. '" 0 . ~~, 7 ~J1LjM+_k s3iV ') ~,ta ! Y% ~ •~ ~ '~' ~ rr'~ y' ~ ~. ,. i ' w 0 7' r; s ,p r ~7 :~ ~ i.1 t '' , , o t ~. i ~ _ ~;; . ~_ ~'' : • . C'~ ~ ~ S ,` ~„~ .i- :. ~~ `. . ',~ ~. ,'~ C? LZ w 1.:i. '~~?~ ~a 0 , ,. ~'1,.. :~,ti ?, .t F3 ?Zip':::?. `E,2''':;S]~,'•. % .... .~., ~. .,> ..,. wi~C'. !~?:I~~. Ur a ~'.T).G'•JS 3.•1.J '.~°t,e? y "!y _ _ ~ , ~vr.F {,.~%~.~./ bvp•v t.ir;;7,`•:.~'~ laa:C:,. y, _ ' .u~ pCtin~ ~11.~ ~~.~~.~'• ~ T i•~i.~' .:.~~. f. .i. 'r; • r.)0~.%(~. ..~ ~~. - measure shall be unders~,,,.~ ~~~ ever the expense of all 7r~„o3`,, Hewed timber may be substituted for sawed timber, sub3ec3t to ~t~„~e approval of the engineer, and s~ial~l be of cross section equal to that as shown for sawed timber in plans, exclusive of sap or 'Banes. Allow- ance will be made per ~. B. M. for hewed timber in accordance with dimensions shown on plans far the sawed timber it replaces, at contract price per Pd. B. M. for timber and plank in plane. Guard rail on and around culverts shall be estimated by the linear foot of guard rail in place,•and the contract prioe per linear foot shall include all necessary digging and back--filling fox posts, on embankment and at end of bridges., and painting post and rails with two coats of white lead and oil. A11 timber structures shall be built in conformity with plans to be furnished b the engineer. Se¢ ~a9 e 1 9 ~ • GRA~VEI~~ . __.._. inches deep, shall be composed of gravel of hard su ,ial material ranging in size up to two (2} inches meter, in greater dimen- sion. Same shall in no contain any perishable material whatever, and not to ed twenty (20} per sent, loam, ar other b.~.nding ..__ ___...,..~, ~savrsr ~. FORCE ACCC}UNT. No force a~ccqunt bills will be allowed,.-~,,~aa upan written order, signed by the County Engineer, prior to perform- ance of work. Force aocount work will be paid for at th.e actual aost, ~+.l.us ten per cent (10°~)~; no charge shall be dads for the use of equipment or overhead expense. The amaunt~and cost of such extra work shall be computed 'by the County Engineer and the amount certified to by him shall be f~,nal and eonolusive and binding upon the Contractor. Bills for material and supplies incurred in this class of work will be allowed to aontra~tor upon reveipt of original recepted bills, approved by the engineer and attached to statement of lobar. ~.$_ .-~~ . ~.r > . ti' ?~ ., .. ., , ,. :.~•~ . . • -. t ~ •. .• i ., ~... ~ ... -, , ~ ~ _, - .. .. r ... . i ;. _~_ se sa. Y.~ .~_ . ~ r g• ~. P#~~ '~: '~3 l20T1•83.~+~ .cif S~~Q3l~ !!~ ~.$.3~~.@~S- as nsa~^ly rectangu3ar as possible, sixty t60) per cent of whi.Ch s`ha~3 °. have a volume not less than one (i) cubic foot. It shall be laid down by hand on prepared slopes of Brach embankment as may be designated, and to such thickness as may b~; ordered by the engineer. R3prap shall be started at the toe of the embankment by digging a trench and placing a couree of the largest stones therein.. 1~s far as practicable the size of the stone shall. t~ecrease from the 'bottom to thr~ top of the riprap'. Each stone shall be so .placed that it shall rest an the s1.Qpe pf the embankment, and not wholly on the stand 'oelow, and it shall be thoroughly hammered or driven into its pace. The outer dace of al`1 hand placed ri~rap shall be made as smooth the shape and size of the stone will permit- The contract price per cubic ~ar~ of riprap will include furnishing pf stone by the contractor. ~ithere~*er material for riprap is taken from a cut in the road, no overhsul shall be a],loweti; and if by reason of ~ppropriat~.ng such rock for rprap purposes, Ox slope wall or masonry as hereafter provided for, a shortage of ~-at- erial for embankment purposes results, the contractor shall place amount of emba.n.l~ment equ~.va~.ent to volume of stone used in rip~ap or slope wall or masonry., at his own expense. 14, ~L~p~ WALLc Slgpe walls shall be constructed at such ~~ ~~ pl.a~es as may be required by the engineer. No stone less than six {6) inches in thickness or 'less than ~l) pubdc foot in volume shall be used in the body of the wall, although smai.ler stones may be used. to fill interstices. All stone shall be laid .,flat and on its natural bed,' Proper care shall be exercised to sscure bond., and correct pro- portion of headers and stretchers.. Geneta.l di~aen.siox~s of slope wall .shall be 'such that with the sum of the fxont and rear batters equal. to two (2} i-aches ~,n twelve (12) inche$, the width of t}aa base shall not be less than one-third (1/3) of the height. In no case shall the width, of the top be less than eighteen (1~) inches. The cauxse of bottom/slope wall shall be laid in a specially prepared trench. .g_ .. n Contract price for slope w~.3I e~111 include tie fu~,~~. ~~ ~'~~~ ~~~ Slopa mall. will be est~;mated as the volume contained within the lines of the plans furnished by the engineer, 11. R.U~3BLE D~SONRY: All rubble masonry, comprising bxidge ;.. abutments, vertical and battexed walls and culverts, etc.., shall be laid in Portland cement mortar composed of one (1} part cement and two (2) pests ,sand, matexials to conform to standards as adopted Aug ust 6th, 1908, by the American Society for Testing D~aterials, Sand ani. cement shall be mixed thoroughly dry by turning with shovel in a mortax box, be.~ore adding watex, which shall be done gradually to avoid washing the cement away from the sand. The quantita.es of mortar made at each 'batch shall be no greater than will be used in thirty (3c~J minutes after a~~.~~g beginning to mix with water. xf mortar has be- gun to set befoxe using, it shall not be re-tempered but shall be thrown away, 'Stone used in masonry shall be clean, sound, flat bed- ded stone. Selected stone shall be used at all angles, end of wall and coping. ~'ot more than one-fourth (1/~+) of the stone shall be less than one {1) foot thick, and no stane shall be less than six (6) inch- es thick ar have a bed area less than one (1) square foo'G, .All stones used in the face shall have a length equal to at 1$a$t two and one-half (~-1~2) times the rise, and a width of at least nine {g) inch- , es.Head~rs shall form at least one-fourth (1/~+) of the wall, and when. wall i5 less than three (3) feet in thickness, headers shall. extend through. Bond of all stones in face, heart, and back shall be at least six (6) inches, and joints, both horizontal and vertical, shah average not more than one (1) inch. VDalls shall be leveled up and coursed longitudinally at every three (3) feet.n height. All rubble masonry walls shall 'oe finished with coping of selected stone, not less than six {6) inches thick, well squared on joints,, beds and faces. UpAn completion of stone work,. all masonry shall be pointed with a mortar composed of one (1) part Portland cement and one part (1) send. -sort. ,~ _.... ~'rr~':'.._,:,~,:c ~yy~.~;n;nF°f~::.;NU°A«tR;k.'~w^.~,3t~_:::., _ .. .. ~e Contract price for rubble masonry .will inclu3e f arx~s~,i~ag ,- ;. . ~ ~~ of stone an3 materia3.s . Rubb3.e ma,smnry' a~ ~.ll b° estimated as the v o3-~ ,' ume included between the lines of the plans as furr~~.shed ~;: the engi- need. 12. t~ONCRETE. Concrete shah. conprise first-c:Le.ss concrete, second-class concrete and rubble eonex~te, First-class concrete shall be mixeu in the proportion of one (1) part Fortland cement, two (2) parts sand, four {4) parts broken stone or gravel, Second-class concrete shall be mixed in the proportion of one (1} paxt Portland cement, three t3} parts sand, five (5} parts broken stone or gravel. Rubble concrete shall consist of second- class concrete in mass work in. which large rock are imbedded, each rock being entirely surrounded by -the concrete and sepaxated at least six inches from each other and from the face of the forms. Zn mixing concrete one (1) barrel of cement shall be taken as equivalent to thxee and eight-tenths t3.~} cubic feet. ,Cement shall be Portland cement of a brand approved by Highway Commissioner, conforming in all ways to the specifications adopted August loth, 19og, by the American Society for Testing D~atexials. Each shipment shall be subject to a:r~~id inspection and samples shall be taken by the engineer, at once on delivexy, from at least every tenth barrel, and forwarded to the Highway Commissioner. Provision shall be made by the Contractor for storing cement in a dry places each shipment and car lot be:i:e~g stored sep-- arately. And. cement which has been rejected or damaged in storing ehall ba immediatelyremoved from the work at the expenUe of the can- tractor. Sand shall be clean and coarse, or a mixture of coarse and fine grains with the coarse grains pradomxnating, free from clay, loam, sticks, cirganic matter and dthe~ impurities. Broken. stone shall consist of pieces of hard and durable roatk and shall be free from soil, sand or dust. Size shall be such that it will pass through a two and one-half (S-lI2) inch ring and -ll-~ _ ._,. .. . ,,w~ .-r .. .. .,. ,.. .. _ ,.. .. .. ... - r: '. , ... ~ n. . _.... ber6taiaed on a one-half ~~) inch r.ir.g, :~ncC well gra3e bettipear~ 3 a~i~s to secure a rpinimum of voids. GxavPl shall be composed o~: c'lea.~ pebble.,, .f~:e~ ''rare sticks and other foreign mattex, and containing no clay cr other materials a,d~?P.~;.i.~.t; to the pebbles in such quantity ~,Y~at~t, cannot be 1M.ghtly' brus:n.e:~ off with the hand or removed by dippzn; ~in wa.ter. It shall be c7~~:~ened to remove the sand, and be of such a size that particles ww:~l pass through a two and one-half (22) inch ring and be retained on a one-half (2) inch ring, and well graded between limits so as to secure a minimum of voids. Gravel shall be washed if requir- by the engineer. MIXING. Appxoved mixing machinery may be used. Hand. mixing shall be done as follotivs; The Contractor shall provide water--tight platforms, of an appxaved size and faxm. The sand and cement, each in its proper proportion, shall be thoroughly mixed dry. Enough water shall then be added to make a plastic mortax. After the Mortar has been brought to the proper consistency, the broken stone, having previously been drenched with water, shall be added, The mass shah, then be turned with shovels at least three (3) times, adding more water fxom time to time, until the mixture is plas.~ tic and quakes under the blow of the tamper. The concrete thus prepared shall be deposited in the forms in uniform layers, of such thickness that it can be incorporated with the one previously laid. It shall be so conveyed a:r.ic~. placed that there shall be no distinct separation of the diffexE..:~~~ ingredients. Each layer shall be tamped with iron-shod tamping bar: .weighing not less than eight pouinds. The faces against the forms shall be well spaded to give a smooth even surface when forms are removed. All mortar and concrete shall be used while fresh and before it has been set. Any mortar ar concrete that has taken an initial set shall be xemoved from the mixing boaxds, and not used in the work. No re-temp- Bring of mortar ox concrete shall be allowed. f1,2_ ~., ,.. _r ~ ~~ .~.~._ - ~; r, 4 ' 1..~. . c - ,. In joining new concrete t : C)lr: - Oi: t0 CoTiC;: z~~ % ~i~~.± bay s.l- F ready set, pr•ec~~~t?.on shall b° takers tc; ~a%uxe G. -.~. f `=~%''~ bcr.di~~z ; r; cleaning, ~rra~hia~.~, anc~ roughening the avo ~_ ~-~~ readd~ ; x~ pa.~ .c~;, ~.1'.~ ~y a• sprinkling of nea~~ cement :! .berally ov~r size old :C`o'o`-`" .;111 io~x~~, shall be set tru ~ to t;h~ l.i:~~`:? ;~,~,i.~;n~~, ~~~~..., . +he in~:er.oa s':za.-~~r; and c~_irr,ensionc ,s'rlal:l be such ~'~..~~t the fin? snF:c~ con-. Nc; con- C'rE±P, Sr?~~~1~... C.O'?•TiC'ide °xacti7_~'' `+~~7.. ~tl tYI.E plans Cif '~hE 4~tir7a,CturP.. ~, c~ce sna7.1 be pr,u.~E;cX uncii tale ~:orms have been checked by the engines eer. forms sha7.1. be 'Quilt tiaith surfaced lumber, and shall be oiled, if required by the engineer. Falsework, centers or forms shall not ,F be remove;until written consent of engineer to such removal is ob- ..r tamed. After remova:l_ of :corks,. all concrete shall show a smooth., dense face. The required. f'inis~i shall be obtained by the use of a fl~~t and watex and rubbing clown irregularities in the face: ~o plasterir~.g of any surface will be allawed. Any concrete which is por- ous oz v~llich has been plastered shall be removed at the expense ~f the co ntrac~tor. The top surface- of structiures shall be formed of mortar of the same proportions an:t of the same quality of cement and sand as that which forms t'rl~: matr~.x of the concrete, and shall be finished by cutting off the ex~;t;ss ti'~'itri a st,x°~.~ight edge and rutibin~ the surf~.~ce until smooth: Conere'~~e shall not be "!aid in ruslzin~ v1~:~~C:e~r nox shall it be laid in still -n~atcr; nor exposed to the ac ~~ion c.i ;ra';"~°-x' before a.t is set, except with special written permission of t],i~. ~=~;; near; and then, in such a manner, and with the use of such special equa,pmen.t as the engineer shall direct. Concrete shall not be 1~~id in freezing v~a~~e~ weather without special permission and special instxuctions from the engineer. In hot weather, concrete. shall be covered w~.th canvas, gxass, weeds or otherwise protected from the sun, and shall. be wet down, until thoroughly set. Concrete will be paid for at the cont~"act pi ice ,fAr the _13.~ r...~"":.94YSq,N1V~.Tl.!!Mr".M+^......ya/.{y.+Frtyrr-.~F:/11W'e"b.:"wlb'YG' ~ _ .M various classes of concrte, pay;~r;nt• ~.~ein.~; m:~.;iF fir ~:~":; aatt~a.?. ~<<~i-- ume contained ~Jith:~.l~ the nlar.~; fur?lisils :. :,y ~c'r.~: ~:^. r~Pex ~ Ccxztxac± pra.ee will ~ clucie rurna skiing ~11 r.~af~e; ~~a. ~,:, ~. _~:o:r ~~c~~:.~,r:;':~~, a;:~~ a.1'~. material. and la~)'~.:C tnC%7.G'enta_I t0 ~'.OT1S4.:''a.~ r="-on Ui ~OrY!:~ f :;.?:'7."C" il~.d, ;she.?t piling, cora~~;;,..,w 7~~.0:~ "~ ~:~;~f.,`.erdc.ms, d.vel..~~,n of si;-_;~;.;:~;, a;,;a ',.:~~- i,lke• All .;5~. ~j•'tiJY?? :~~::.,. SC'~l:!1C.i~t1C~ n pit: ~'~,i7_ ;° a~.rinlii~'~ ~'!:l.iZ ~~ti171 atera ws exn~~1_ -.~.;:ct, :~^ ~;~ c `' ;.,..±:r :.~,:i ;;;ar~tigra,ph :4 of ~,~~~,s< ~N~,c',.~'i;;ation -~~-n -~~~ t.~ ~• ~~-~~ y.' a ~ ~' as otherwise. -~rovaded 13, ~~.~~li.v_.iJ~_~~~~_ Si.~.~~1., 5_K..,._iFSd_ ~xc~+pt r by thcao sped i'.c~,.~~.a.C,zls,, s t~ru.c~c~z:re stool shares shall be medll.zr~ steel, made by the acid :-~~r basic op en hearth procass, an~a shall be unifoxm in cnaYacter ~ ~i i.r. isLler~. mate:ri al shall be clean, smooth, straight, true to shape, oy ~,~vcrnn~an~.i?~e :Fi':lisYl. anal .Free from defect,, fracture must sha~~. ~. ur_iforrr, -r• y-ze gl•a.in of b7..ue steel gray co:lc~r, entirely fr~.e ±rorn a fiery :.l,,zs~:z::, or a bla.c:kish cast, Z-b~:ams ,~,nr'. s~t~r~.zc+~~.ral rh~~,_cv~ ;:hall, bF~ ~:h.oroug'rzly cleared of a,ll .I.OCC~P. kale, ru~7~; and dirt beora going into the woxk, If not protected bS~ c°oncr~~ °,~, contract price per pound of s tPS~I shall include painting. tv~n coat, of sta.nc'l.ar~~. p~.gments ~.nd Linseed oil. 14. N.EINFORCIiJ~:~ ~.`i~S ~ A1'!_ steP1 used in rei.nfoxced concre to shall be cc:ld tv~iste~? ar corruga.ted~ e:~ dimensions a~:; s'A.o~vn on plan They shall havo ar. -a1t~.sr~~.te ter. ~_~,.e ^tyength Jf ~~5,OU0 to (O,OUG pounds per square inch, and an. c~~_a~.t;_c~ l~m::~.t o1 ~z,:, , 1.esr ~?ian one- half of the L17_~.L111C~tF..' st-r ,ng'c7z. Ba;: _: shs.1 L l'?e thornu~hly cleanod. ::end =r~;e: from .paint and rust scale r:~:~ore goa.ng r.z~.tc ti,n :~~or~, S~r,,:.ol rods used. .for r.F,infoiced concrete will b;; pa3.~, for at the unit price named in the c-scntract jcar .~~ouz~ct .~f steel in place and will include bending, placing and all other 3.ncidental work, 15, EX~'ANDED METAL ; Expanded metal sha.7.:i_ b~, used where called for on the plans, and shall be of weight and size of mesh a.s indicated thereon. Material shall be of medium ate:'. Price per _11;._ . ,..,, ,• _ +: - . _ square foot of expanded metal :,il'_ '..zc'l.u:~e ~ ~.1 neG2ssary ben~ingr cutting and plat i~: ~ . , 16. ~'Ii~~ RAIL: The pipe for ;~•~.pe ra=1>.~~~; shall be :,T.an-- dard one and one-half (1-1/2) inch wrought iron pipe, smooth ~•~~~~~. round. All fittings and connections shall be of the sp~heric~.~~_ t:~,?o, Price per lineal foot of pipe ~nii11 include furnishing of pose>~~ ~~:d fittings, cast iron foot pieces., and tv~o casts of linseed o:4:~ ~ ~~~ ~.r. as shown on plans.. 17. PILES AND PILE DRIVING-: Piles, whether in foundations' trestle work or pile bridgas, shall be straight, of good, sound qual- ity, first growth, ~n*inter cut fix or cedax, as the engineer shall designate., not less than eight (~) 'inches in diameter at the small- er end and not less than 12 inches at the butt end, and of such lengths as the engineer may require.. They snarl pe mea5u~~u ~y ~11G linear foot after they are driven and cut off to receive the super-- structuxe, and the price per linear Poor shall be understood to cover the expense of driving, cutting off,. removing the bark .fx•~a~~:.fi the part above the ground., and all other lw'bor and material re~auixed in the perfoxmance of the work,. but that portion of each pile cut off shall be estimated and paid for by the linear foor as "piling gut off". Piles shall be driven to such lengths and to such penetration.a~ t,h=~ engineer may requi~~~~ A~+.1 p ileU shall be cal _~ed or ringed c:ur9.r?.~?: driving to prevE.:r;.t ~x:c>~~m.in~•, i.* required by the E'•?"?.t 1Y'.E',F'%s' . l~ c~:~.. ~, . T ,, .~ ,~. ~ib';:N;~ , ~.r.;.u~;~r c:xibbing shal_ be l:r.~ ~ :~.: o _ scu:~a, straight logs of -~_ ~,~~ ~e~ ~ rL~..,.d sf timber at• hand ~ Ty,.-: ~~-`-,,,a'~ sna ~_~, bP peeled from logs ~~~~=acre placing them in the cr ~.bb ing Where •;ribbing is placed on ea~~tri fo~znda+ian, i;he lower course of logs shah. be laid upon mudsills, whi cY~ 5ha~ i rya+, be less than three (3) feet in ltan~th/12 inches thicl~ ~~.6he,,- ~.~ k with a twelve ~.2_) irGi1 fec~~ , arid. lclaced not more than eight (~) feet apart and sunk :ii:. th.: ground so that the top of sill shall be 1eve~. with the. solid ga:,,~._nd. Thy loT~r~ er course of logs shill be notched. so that the ~:=.~~ ~~ tu-r~face ss~all x~~4~t upon each sill and shall be drift-halted with thV ~-=:ou-rths (3/~-) inch _15_ ,~ ~ <,,. ~: :.~•. rift bo is axt } 1e~.s ' - r - - ~ i_'-~+O the ei11. y, r1hv *..';.'(.; _'.C7L1rti,E' ..a ::i0~jy :i'Il:.>> ... ...:' '.'i;a.tc'c' t-0 .t 11 C. CO'.:+._~".:;c^ ..a~,y . low at intertr'M .~ of Figh-i.: +,_`S J feet w.'~7i f•:~7 ~ i- r~•.f ~)~<' ~,Y1.e '„~ ' ..:~vi~ i!~.':l.'i. t bolts, which :~r~a1.1 c.~te:~1d ~,t least ten °,:i.G) inciter ~...z'cc ,~`~i~ s•c;ao~:~.~' log. Crabbing shall be built of logs not :_.e~,s t~h~~~ '•-l~.ti-~,~a, '16) fee~~~ in length, and twelve (12) inche.~ ~.n diamete.r at the-. ~_m~.~:i_".~1' n.1. and each course of logs shall break joints with the adjac,;l:~;:~ •~~ur;~cst The crib logs shall. be held in place by tie logs laid 'aetwee~i each course at intervals of not more. than eight (~) feet and at right angles with the face of the cribbing, el tending toward the center of the road, and of such length as may be necessary to securely hold the cribbings in place. The tie logs shall not be less than eight (~) inches in diameter, shall extend through the crib timber four (4) inches cl_Par of the outside of the crib, and each tie timber where the crii~ Camber rests upon it shall have a bevel cut to fit a corresponding cu-c in tY~e crib timber, so that the cri'o timber resting upon it shall 'o~~-~.•Y: u-?~r the crib timber beneath and ,there shall be six(6) inches o. clear wood on each ~i~.e timber between the bevel cuts,. and they shall be :~Pt into the crib timbers not le~.s than three (j} inches. Cy:t~U.i7,.F~ ~;~*i7.1 r estarnated by the linear :`'oc,t, ~.~: ic:~;t, .i.n place, includL°Z~; ': ~_c. :.cg:-, <<,r«~. thF> contract price° "he.l~ ~:~zc7,ud~; the furnishing ana ~a~''.-~~''ng o`: ~~.:':Lj:', ~`~o:its, and. al:l i}},~.;adn~a =>~.cs~,rat•ion. 15. ~~)~-.~r~:!_L GLT ]: ~~~~t~ ~~o'oble gut t- y°~ „ ..~:' .>-:~~~:_~is ~, ~:,1' round- ed "hard headsn -; ~ ~,~;x .5,:~c,1:-~_ ~~,~~.z:Lders, 5~,~. ~.~{-a~~; ~ :, ~, ~~-: ~ ;~~y s~tox:~.o rc~_~.y be substituted. ih~;ti s:~zali ':,e :~ cu_' ',~~-) to eioh;; +~ ~`, ..~',ch~ s in d.ia,moter 5 and shall be set V4~~.ti."1 thc: 7.onge~~'t dmansio~~. ~;rt~_c•a.l; ~.n. a ss,~;.c~ c:•ti~.s~h-- ion,: and be well bedded and xammeu., The largest .~ ~~:~nc>.-~ shal ~. be selected and set along the edges of the Butte -: ~ toxic; ,.^ha1J. !~e brought to a uniform surface and J_a.d ~r~ith c1c,•:~a o~-~Z'us '~o grade •a,?1Ct line by skilled workmen, using regular pav:~.ng '~;o~~7.c , '~'Y~~~ gut~~•E;.~: shall then be thoroughly grouted to within ore-:r~~,7_a~ (? ~ i_nch of Chi; toj~ of the co'oble, tivith a cement mortar composed o. one ,`:i.) par -16- . ,,_>. ...~.., f~ ~r~~' 5 ~` ~ t Y• o' ~r m ou ~ v~ N• m ~ '~ o ~ .. a' ~ an a~ cr n «;a , -•-, to ~ ~,, W~ o ~+ c~ m ~' ~' 4~ K y ~ N• ~r ~r FJ K ~r ' x N G F,• H H v ~ N ,~ w w sZ W ~ ~ ~' a N m l ~. ~ m K w N• p m rules K ~+ ~+ ! G G G m o- ~ m G . ~ :` m zs` N w m ¢' ~ ~ m p W ` m H ct €u m r m ~' m K ~ M ~" ~' M K F ch 09 J ~ Fi eF ~ ~ !- N m m m ~ CD CD I-'• ~ ' rK N U` cF O Cf K cF O 'Z~ 01 m I~• O ~, [n {y P. lFi ~ Ca N m o ~' ~ m ~ µ m G G ~ m ~ M m w ~ G ~ .~, u, ~• ~ ~ ~ N w K F'• O m N•. tJ• ~ N w ~t 0 H ip ~ r; ~+ N U, E~ N m rt ,~' ~ 'n' (a H c+ QCi w H ,h. N• G ~Ci 0 ~ (J 'r3' `U ~ Fi ~ `ri N• ,~' O m F~ p. G w N P~ © N !v K ~ m m n w ~' m c+ ~ ~ ~ ~y;: ~ h K m m ~ ~ N ~+ m K o ~ o m ~, b ~ ;~ m b ~r ~r ~+ -~ ~ m c~ ;~. K d ~r m a p M m K G M G iv K o 4 o W~ u o G ¢ • m m• O (Fq h' II!i y O ~ `4 '~ F'• ~z ct • ',b P' 7i d1 G N ~ 0 Z h ~ `~,r ' ~ ~ ~ ~ W N ",.Q N~ Ci N' ~]. "«~ C3• O O cF N S/ M (3\ ~ '~' ~ C] Fh F'• ; ` ~ 1s m `~ F'• `.~ ct~ ~ H ~ `~ O ~' Ili C"i W Q~ ; K N• eF ilk Dl N ~ w , a ' ~ W ~' `Ci cF m H N hoJ cF N• QQ ct `~ K 0 N '~ rn 0 O Fh '~ ~ K ~ ['7 O F' +.,: ~ 0 ;j m m m H W° w ~' m N ~h N ,~ CD ¢ ~ (iq m O ~ H (D ~" (~9 IU ~ p UY ll~ ,~-++ Y ' i { j F'i ( ~ Y~ ~ ,{ L:1 Y'~ r ' C' C'I• ETY ~ ( ~ i!' C~' L, ~3 r / ~ l+ w ~ ., ~ ~ U ~' y ~ m ~ ~ ~ I" ~ O ~' ~ ~ N m '~ ~ ';~ m t'' m P' O l0 ~ 0 • fl Hh O G ~ W ~ © m H m (~ •W N• ct rn Y• ~ t=i N m o O m ~ M ~ N ~ W m ~ K u.~ m H ~' ~+ b W ~ ~ n .. o G y m o H A G N c# ~ N m ~' a C' l ~ ~ W m m m c+ cr 0' ~ N• Q CD ~ y H p' a ' ~ ! N ',3' tl9 ~ F~ ct• ~ (7 ?+ I- rJ N W Ql '~ 0 f3 n m ; N m W o N K w :+ ~/ lv q N m b c+ ~ G m ~' ~ w ' a ~ ~ I O Fh 4 Oq H O 'a H F'• K ~ W ¢~ Q} Qr y m O H m c+ .. N W O h ,'~.. O' W b ~ W ~' q .r N '~ W O ~ m ct (D 'T~ ch ct N ~ G Eh O v O 7i L~ O ~ ~ N• N N ~' ~ N ~ N cF ct E~ ~' H i~ 0 c+ :+.i ~ `~ ~' O ~+ m .. FJ r' N ,~ O N ~ 0) G m m 'E3' m ~'• H ~ m m :s:. O SZ ~ ~ '~` .-. !D . ~ N (R3 '~ ... N Cti' ~` H is ~ P~ ct ~+ O H ~' ~' (6 `.~ m N ~C ti €?. Ord N P' m ct Ffi w ~ N N• ~ O "` ~ Ul cF ~. }i ~.. O ih N• (~ ~ cF sl, F'• 0 N• ~ 0 ~ l-' ~ (!~ Q ~ CD ~ 'a' W O' ~ ~ fi c+ ,~ `,7 0 m p D' rki' m w O ,~ ct m m m -i C W o (~ ct P~ a•t, ~ CD H ~ ~ m :;• ~ O m 1 ~ m m ct ~ H a1 ~ ~ m ~ , i N N O '~ 0 ct I•+r ir3 c~` ~ ' : m N N• (v W O N K O lv '.~ F'• fD ' W CQ '~ i-s ct ED f•fi N' In} ',3' ?S' m /~ y ~ 'l~ W Qi w ti' l3' M Q~ W `~ ~ N ct 0 0 ~ ~ i ' CG ~ 3 O ' i .'D" 0 ;".~. `/' ~~ ct ifs ~ @ ch h' cF (A tR F' U1 rn m ct o ~ ~ (D (D cF (ll O Q~ ~, ~'~ ~ r' +7 !7 ct Q• W i - O `~ H m P r N~ ri P 5' Y~ ~`1 '"1 f1 ~'~ iJ~ .hl V~•' ~ ~ 0 Ha m • •1 \i' N ( ~ ~ C' W ~'h m (Z K { { V '^ (D rn ' (D c+ ~ K i-' C ~ r' i ~ h CD O O F+• O ~ m O m O to ¢• *~ ' '~ r`s N• ch `~ :v ~ .-h .D :v • N 0~ G N .'~ -~ ZS' ~` H i~ •t ~' cF O O F; ~ ~^~ tiJ C' !-~. s h ; O K Fi ~ N• c+ m m ~C ~ i• O f0 i-h rc;~'. •:u N W. ~ `i ~ N ;n ~1. P' :+ N rn O 0 ~ W lll K a W K '~' W. }.L N c. N N• ~ tti~ }{i ~ P' r•• O y m ~• n ¢. '.7 iy ~ ~ o m a v W cD ~ W ~+ ~, r~ m ~ ~ ~' ~• ~ ~ fv ~, i ;. i c+ ~ 9 ?~• t4 r• N N• {2. ~ st ~ `r1' N' N• m U4 'Li - ct H `~ F3 En O' ~' N ~ cr ~ M N cn N N• ~' ~ t~ cF ct i~ N ~ K f+, N• m m ~• ~' CD O " b !-'• (D R• H ',~ ~ N I-'• ,~ N O ~S' c1 O H ct U1 f-~ ~ ct O R, `;, :f rD m 'd .~ G1 eh 0 cF ch O m H m m ~ W ct EA N 01 O ri ~i cf ch EO ~ O' 0~ 0 OR 0 '~ y ~ N O O K t7 0 ~ Pt ~ cf• ~ ED W ~ ~ F'• m -K K ~ N 1•" m ~ `•~ ~ H (iii '~ ~ O' Y• ` ' N w ~ o ~ w ~ +~ ~ ~+ P' ! ~ n lv o' G N• ~+ Pt P cu ~ , iu ~+ cu :s 'zj K a~ w ¢ ~ K ~ ~' ~' o ~ m W N ~+ ~' ~ ~ ti. ¢ ~ ' ~ ~ ~ G ~ a ~ ~ K ~. w o• } J .~ , z: a R• 0 9 G N N N ~ rn o m ~ P • ~ `~' ch N N m '~ H Q. m c+ ~ ~' F3 ro a~ ~' ~ In ~ a ~r o m ~ ~' {i `~! ~M :+ ~ ~~ H m K a N• -~ .~ eF l~ ('d m P? m m (~ ~ 0 O (5 U~ F^ ct N U (~ tJ 7 I' ~, r0 LJ ~s 4,. ~~~~ ,. ;~ a.,. ek-. .j -;,`+ rS. °,r 1, C~YX1~~Tlt TriUx'~d.:C ?1.<~,°(~. 111 l~.`.:.~: ;~l.'C.~7C ~'..?.t~l?:~ U:~ C;i1F; C!..~ ~c?,Y ti ~..'• ~:Gc'''~i; ~~~1 t'q`'L1 12~ ~c`l,~` tS S&11;;x, t:c'~~l`;•~':~-?_ 7.~ _ .°.,1.-;a1~. ut? %11G101i~P_t~'" t~i,'i1.~E'C~ c3. .. ~:~ :p:.`.":C.)~.,;i °.•.,~~° _ 3 p~ya.ll~. far `~~.v~~:~~~r ~i.~t~;.~1`ic~n to cini~s, i .. _ *~ x _...,. ~ p~ :L .'z f 0 ~ c'a, i, :.''1 E: C% J 1`. i 7. C, fi i~..~ ~. 1 l,. P .l _ l`.I18 ca,?: ~.'d`_)t 7. T1. jJ1,ctC~~'' :1,;~'1ri.i1:C.'~?i?~ t'.1.Y'i7.iSr11.11~ ~;~.pE,' 3 G0'.'!'1°I1'tiSiJ ;jU:tlli, c::~Ii.%~. i~i~,G~%~~ J.1~.1:Liip~: U~i~:r~~z,';,.Li0I1 V011.~. ~~U F?~Y~l~1cL~iE'C! ..~,YiC.L ~.~_tC`}1uE3C~ ~1t CG'"atl:~~l.` t~l:lC:U ~C:~ --~ ~- ,~..:~ . ~~~~~ I~media'tely in adrrana~e o~ de~c~siting p,~sa''~Ne~., aS s'ur#attl4~1~ e~t~~Cial, alb. ~tut+~ end. inequalt~,a~ i~t thea ~'~bg~ca~:~ aha~l ~ ~+~v~-~sd end fide ~ by dr~-~~3n~ the ~~.bga~al~a~ w#~tb, 3.a~ ~a~ or +~~-~~~ de~i~~ approved by the ~ngin®ei~. any eaist~ing xuts la tX~e ~ ~ub~rada tlt~h oon- t$i:n ~~orm water sha],1 be dz'ai~aed ~~ ~a~ ae possibly in a~d'~nas pf tbo cisa~~~~!~ abdrre specified. I~' the au~rfaae e~-ter~.a1 ~ to "be la~»u7-e~, cages the i~'EibgZa~C~et, the aa~traaator ~thall aonstax~tly ~s~.n the sub~rad~ !n ~ma xeapa~, draining all sots and shsp~n~ the eubgrade ~ 3ra~~fn~ ox ©theac ,~,~ ~~ y he found neQ®~~-as~ in order that thq haul ~' tead '~~ ~a# $~td build up a ~'ixrn subgd®. ~n caase the ~aulfng i~ dmne ~-~r~s ~ur#'a.a#,ng aerial already ~.e;~csitsd, the surfr~ae shall be cirag~ed ~~ 4Yten as sag "~~ directed by the gineea, #'illi,n~ 'a,p a17. x°ut$ th~~' m~~' be aa~~tsed. by th® b~auling in a~uah a vrag asa tt~ aora~aact the eurfaciz~g materf.al a3rac3~+ laid ~~ ~iuah ae poeeibl~. 'the qualitq oi' the ~r~rvsl to be used fear surfacing sha1~. bet appxo~red, bg the ~aginest and sh~11 a©mtalA r~uc~;a a peraen.t.~.ga o~ c1aY or o vhpr biz:ding zre4ter~.a~. ~~ may be direaaiced b~` th~p ~ngnesr. ,~ small ~,er mintage of sand ox slay v~#tla ~ri~l be a~.lox+sd Frith the grarre~l, i~t if ~ im th+~ opinion pf thz ~~.~ine®~, there is are e~taeee of such f~.n~- eate7C~i,a1, sueh eacaet+s t-haYl be t~r~ree~ed out and w:~sted. none r,f the pe~bblea caamsing t33o eux~'r~cang m~,teri.al shall excaeed two 5.>~aha~s In thex` largest dinttsnsiQna, and 3~' anp l~sger ei~oner~ are depotcitec~ u~~-~- thct load, thsy arhall be semo~$d thersfrona by the ~ontotcar at his cwn e~- pex~aie. ~~y stones exvesding t~r~ t2} inches ra their 3,argeeit di~a~ns~.an~ whioh are f~aund upcan: the ~ub~cad+E in aar_cse of deppeitng they pusfa~aix~g material eha11, be x~o~ov~~. 'b;~ the Cor~tractdr axid the vost of semovia~g same mall be inaludsd in the cstam-~raat prose. They rrur~'a4ing ns~verial shah. be dsposlted u~acn the rae~d tc a depv~a +~» uiac {6) ix~c3hes and a width Caf tw~14e {32~ fast. The sprea~ciin~ shall 'ae dcane as s4can ~+~ tact awuxfaaing m~t~rr~l _s duped and the material ~bt~ll! be unifc~r~.'Y dstsib~ut~d. ~`he i.ntent of the spat ~. f ia~atior~e is tca prov id.~r a f ~.x~ e,sxti weal,. drainsc~ ~t~ub~3d~ Azad a gravel suxfaee that ~.~+~.17. pack ~,uica~lg and ~"ix~1.~r un~.ex traffics and wf.ll ntat ®cantaixt aruZa~r.-n~ hun~aoc;t~ ter ,arga ~t~~~~ • d3,a~ cos rather sable bi~-di~g material shay! be addsd im sttiah gtausn'tite~- as may b~ d~,~rected b~ the ~tagxiaer, sc '~'~ the a~urfaai~tg me.i~+~rial will pao3t fixmly under traffa, and the oantraat pxime shall in~tl~xde tbs Dort of placi~z~ ~udh slay os bi~-r'.i~ng m~»testial. ~sa1~e1 ~rlll be measured iaa p],a~oe. the ~ontraatcax shal'i aecsextain f:sr hi~salf ae t® th~i laoa~.it~ f'sQm which aczceptable eurfac~ng materal.oaai be obtained. ~~~~~ ;. , .;-. V.+y ~ W+M .L rW i~~~ ~~~~11~. ~+•ri.~ri•rw Vrlr~~r~iY~~"y {~~~~r"~ . r • • . ~ . . . . r . . r . . . . . . . w , . .. . • . . • . . G.~~ QNIIf+~~ /~~`~V'~y"~ i ~I{LryM~ ~1YV ~/. 5iaL1, • r '6 • • • f • • f • • • • • • i • • .! f 1 • • • •. • • • 11. • • • f • • • • • y~ 1 M~~~~ M•• ~r•I~~{a~ • • r • • • r v i . • . • 1 • • • r. • • • • r r - • • . r • r M1 • • • f • • . . Y • • • ! ICJ • ~~•~~~ Yii dLy~l~'. y.~r tiJ •a . • • s r . • . r . . . • • . s , • • • • . . . • • , • r r . r • ~• • .. • s • • • • • • • r Iw711~~Q VM~. •. ~~• ((f•Y'iN~. r"1~.r. ~~ • • • a • • • r • . . . . , r . • • • • . • . . . • • r . . • . - • • • • • . . s • r • . • • . '~~i1JyJ1 ~, • ~~y~ • V7iA~~~ri~ Y:Iwy yJ V~'~"~4 ~K f ~ ti ~ • • • • • . • • r r r r . • • e r • • r • • • r • • • . r • • • ;ApT~ iM~~M }1/I f~M+yil~ii• . • • . • • • r . . . . • • r •• • • . • • • r • r • • r . • . r • • • r • • . a • . . . • • . ~W'~• -. ~~.w ~~V'~~ s • . r r v s r . • . r • • • . . • a r • . . . . . . • • • r • • • r r • . r r • .. . . s r. • • ~~ ~V Y Yf' ~~•~ • ~~CCan~ '~1~~ . ~;,. /~ tyLy~ Syr q!^~ j ~f. ~= V ~ FPM;M ~ Aa ~ •L l+ • . r . . . . • r . . . . . . . . . . . . . • . . e r . • r r r . . . , . . . . ~. ~' ~ ~ ~ 1.79 ~.~re~. •~/V~r~kY yi~li,~y~AN• `~^1{ {^ '•.~ . r . • . . . . . ~ • • . • • r . . • • • . t' 'r~ :4.1Ys aI~GY4 {I ~ 4 ~•. 5yg J~A, • • • • • r • f • • • • M Y • • • • r r r • • • • I r 9 . • r • I :r • • • • r a • • • I M i ~ ~'T~ ~~ A • At R• fly ~~~ • r • • • • • • • a. • • • 1 s • Y r • • M • . f • • r • • • • • • • r • • • \ • 1 r 1 • • • . \ M ~ `) •q • ~~~+ I~ II ~`'~•V~~''~EY~ Ct~x'~`. •f.'`~o.:, ~~$TtC~Zir .. • . » ... . ................. • . 2~~r ~'~a'~A ~ /~ p ' YI Jyjiw1•.(r • ~ t JyITw» • • , • • Y k • • . • .. v • • • • a • • f • • • • l • .r • Y ~ l.dLy ~i~q N • ^ ~: `' C' , ~:, (i l) ~ 1 L'. 'rte ~-' .l. ~'C'(T aYla Vic. 't. ~~j F~t;~(I. This ~~n.~'eement, e~ltered in~tc .~~=~ .~ _ ___. a aasi-:riurlicipal corpoa~ior of ana. '~y`i-~~r~i_:~~ -~-'1J Jefferson Cour.:.ty ~.' State of Washington, by its Boas. of Commissionersthroug~~ try.: u,~'d.e:c- authorized representative, on the signed chairman thereof as its duly one part and hereinafter referred to as "the County", and the othex part and hexeinaf ter ref erred to as "tie Contractor '' ; 6~I WITNESSETH:: That in consideration of the payments, covenants ar_c< ~a,~r.ee- ments, hereinafter mentioned, to ~e made and performed by t~l-c' p<~.':ta.es hereto, the patties hereto covenant and agree as follows: I. The Contractor shall do all work,. furnish ail ~"ate,°is~-~- OT / /l2 Covrl ~l~e__ fQ --- ~Q, __p 't O_ Q--~ - -- --'---- - ~f~ r"c ~ ~- ~,r~l t;~. ~ti7iC'L a~~ C~SCY").be~.~. l.n the attB,C~'led ,~:LaT1S ~ ~.~P,rle~a.l ZN accordance arE~ ~.ere~. ~ ~za~te ~~. ;~a-:: -r. n.e.renf Stipulations ~~~ ~--L ~~.n:E ~~e:c~ f~.~:Lly illsert- _ ,~, F Ei• f 3(? -~~ ,._ t.~10',1~11 L1'i `~ and shall have: '~ i~ ~' ~' ~ i ~u`;:~ col~~^1 ia_~~F ~v'Lth -the, ±errns. ~~o~:~~i.-ti.ons a.nd. ed herein, ar~d ili L~-- .... , , :>et f.;:~~~~'rl, ar~d ^na1a. sFr1c:~~ .-~~:~y =;Y ,;. a. wor. stipulations here~~= ' be crde~ as her~vi~. r,~:ov~de~.i. which may -- ~ ~- ~ f ~~,;-le ev~~o,~~,en IS. Tn~~ ~'° -crac nor shams.:!. .~.~cvic! o?~ c, ~~,rc~ ~~onvenie~~•~;e= all materials, :I_ak,+or,. carria.g~~,. tocls , implerr ~...., ~. ~ ~~ the tr~:~ns-- e ~~ o and things of e ~ r~.cy dF'scr. ~.ption. t~sat may.. be ~~•~.~i.~:- f material, and for constructing and ~-;o~~1A:1.et~.:a tih.e wo~.-k s~%oVe fer o described., ~: ; ; ~; ;~,,~-aarstood ana agreed 'off =.~x!ci ~~>e~tw~:E,~~ the parties: III. _1_ 1 '/ . .! / hereto that t;ha r~ ~. k ineluc~_ca i-~~. `h:~ti. 3c, `1 °~ ~ ~ 't ;:~ 7~~., 'ue. ~i.CTl^ l,-:i~~.`~v~ +;l~c.. direction and sup:.rvisi oIi ~~:~ th:~ (~~nin~:! '~r.~;1nr~~r. arc ,:'c:~ fc~rsoii ~~c;,L~~]. ~.y ~Oashington, or of iris duly e.utho.ri~ ecz. repa~es~~~zta~,,.-~-~ ~~.nd 'n~ ~:• ~:ire clecisa.ons o.f. *li~ ''~cunty EnU~~..~eer a.s 'to -the tr~:~e QOI.a;;:i"~1C:+,',.J1~ ..e.x :'~`~~'~i-' irg of the d~~d,vcings, specifi~,~,t~.onv ar~cl e;;tim~.~tcs aM~u ~s ~~o .,,11 ~~.~<;; -- tions axising as Sao the proper performance of. the ~nrvrk, „~Y~al:i. ~~~ .ci~Zal:> ~t is also understood and agreed that such additional drawings axed explanations as may be necessary to detail and illustrate the worx are to be fuxnished by the County Engineer, and the Contractox agrees t~ conform to and abide by the same, as far as may be consisten~i, with the purpose and intent of the original drawings and specifications. IV. Should the Contractor at any time refuse or neglect to supply a sufficiency of properly skilled workmen, or of_ mater. is + :.f the proper quality; o~^ fail in any respect to prosecute the work s~rrztr promptness and diligence, ar .fail in the performance of any of +hc afire°ments herein cartained, 'the County Engirlaer shall ~e a-t l:~a°~'ty after three (3a days` writt~;~~. .notice t;o tike Cc~ntractow', to provide an;~ such labor o-r ~:a.~,er'+u.~ s ~.nc? cieducl, the cast thereof ~'roWi any racne~, s then due or th~r~,r~1.:e:~° +o beccYse dv.r ";a the Contractor ur_~ler -tn.i~ co:i-. tract; and if t''1. ~!~..'"1 "ti' iiO:D.'~'!ia~.i1C'.~sFLS ~ha1:i ConS).~~" L; i1-~+ S11c'I.i rdfusal neglect or failure ~.s Uu~'~-~c...o~.t groL.:nd f~7- such acyici~, their rriayj ay written notlCe, te~~•~:~ir~'~ti ~--. ~;:~e en~pi.ayrrettt of. the ~:~c~x. -c~:a~•t~~..:. :f ~~r .-ail work, and enter' tir~~^r... file .~re~.~:~ses ar._~. take po;~sefisic~~i u~. a.1~ ?r.~.+,Pra.al.s tools and appli~i:nr°U u'~-: C:1'E'Oil, fa:C' i;r1S ?ll'ljJOSe C>t I+C~Y~~r~7.Z'i; lflg '"he wUl'K ~,~cluded under this ccritract, and. emp7.cy, b:Y .contraci; or otherwi.s::, ar~y persona or person to finish the wariz, and prc,~7i~?.e t;'r..e rnatFrials there- for; and in case of such discontinuance of the C~~n's.rac-ror, ne shaZ.l riot be entitled to receive any further balance of the ~;.i•1o' _r~t to be _~~aid. under this contrwc ~, until the v~ork ,hall be ft~l:lrr fini sla.ed, at whi.cb .~~~ time, 'if the unpaid balan.ee os ;~+.,e ~z~r:c~:::~.~~ ~~c• uc; y~;:~i.:~ v.~,ci_~:r ~~?~~~.a c~~r~.~- tract shall exceed the expense incu.~rr.Ed. ~:-~ the Cour.~y Ce;:~~~v.i~;~iaLier ,. finishing the work, such excess h:~,1J.. '`.>e p~; id by the ~'c~~-~.r: ~ ;~ ~~a tine r~~n.. t~iF:.c:: t~o abut ~.~f SUCh expense Si1a.~.~L C;XvB~i,~_ each anpa. i~v ~.;~ ~i.•~ ;^~~,~.• ~ ~:t~' ~:':1;:;._ tTaotor shall pay the difference 7~o tY~<~ County Tre~.~n~~,~c... V. `The Contractor agrees to complete a.ll the work ca.1.~~2c~ for under this agreement in all parts and requirements before the ~ st day of Su/N , l~a.o , PROVIDED, however,.that the County Co:r~missioners shall have the right, at their discretion, to extend the time for completion of said work, but no such extension shall. be made unless endorsed hereon in`writing. All requests for an extension of time must be accompanied by an agreement of the surety on the bond of the Contractor to such extension. And the 'County hereby reserves the right to accent and make use of any portion of said work before the c~o:;~.l lotion of the entire work without invalidating the contract, gay bin:iing itself to acce~~t .the reme.inder of the work,. or any port:~or_ t~7eieof, whether Completed or not. VI.' ~ Time shall be of the essence of the contract o?~. thF. pelt. of the Contractor, and in case the Contractor s:na7.1. fcl.i~. ~c•c pa~form the contract by and. at th^ time herein rnentic-,:~.".,., or ry ~,:aC- at such other time to whic'_~ the per.; od of comx~:! etion ,~::~a~•r have l:~e~:~, ax tended, he shall be liable} to pay to Jeffe~.~ ion re~.~r,.:~ q', Wa„hil~g nor? as and for liquidated damages, and n.ot ws per~d'.1. cy*, ~~.:. ; ~ arri of Te» Dollars (~~o°-°) for each ~.~nci sve:c,j :~.ay v~rhicl: }~:=j Tr el;~pse between the al rointecl arlcl actual time c:,.~ c.;,rn~ ~..=t i_on, ~,;~~~.:~c>;~ s~~id sum is hereby agreed upon, fixed and dete:rmine~~ as '~:~° ;~ama~e that will be suffered by such failure to cc:~p:~,te -he ~~a~rlr U.:;~t::il~ the tirt~e named; and the County Com.r~?.ssioners may ~ed.uct t-le ::,~~~~e yr.om t1s amount due or to 'oe due to the Contractors anw uch -r~~-~ cn:'.•n~~:~~ or ::.aauctions shall not in any degree release the C~ntra~~~~o:c i~-c~.n th;; _~~ :~ ~ ~ tV ~, -.. -. ~ ~.. U a ~. ... <-: r~;hez oh~.iga~cions Gnc~. Vic., ~~~1~ -7.eU ~ ,_~ - , ~~ ~~ -,.~ ?~e~ ~ ~,-..,_ ~.,.._•_?~o~2t *f -che ~,; ~_ ni ~~~. ~ e;~tza:e eo~~-crwct, no~° ~~i2f :~ ~.~,;h~ viii.". , . _ :;~ a.~~-~G,- Oe:,:,.__i.~~>i`;:~e~s~h~.ve -cc, ca.~~im, sue far end recovex aana,c,1~~ ; ~_ , .~ ~.~:A~ c~c~r.~~~~en ~ ~. - Yvon-performance ,~~.c: o;P. this contract. ~~~0 3~~~en:t shall bE ~ ~~~:.i~u ~~or ti~o~:~L ~,::~~. ~.~-.~~:~:~~ -ce~°far~+~d ~,n.t. ~~t@~ia~ furnished under this contract e.ccor~.ing to ~che schec.t~_e of r~ -yea ~ ~~:. ~::lice~ ~l„~ato e~tt~~che:_ and ma~~e a ;?~i c hereof,( -r; ~^i r.P of DOl.~ar8 {~ ~ , aila irl i20 oti2er manner whatsoever The Engineer shall determine the unit quasi-~ titles and the ;proper classification of all work done and matexial furnished under the provisions of this agreement, and his determin- anon thereof shall be final and conclusiva any. binding upon the Con- tractor, Partial payments upo~i this contract, not to exceed 73 9c par cent of tha work done, shall be made at the rgquest of the Con- tractor, once each month; s8id payments to be made upon the estime,tea of the Engineer in charge. In case of lurrrp sum price, a schedule cf prices to be used as basis of partia7~ ptiyrnents, shall be based upon. the prices in the preliminary estimate, ~,'hic?2 _` vices si2a,ll be i,lc-yeased or reduced in the same xatio that the lump sum price bea~:s to ti2e prelir~:inary estimate. Fin~~l paym=-rt for sal:.- work ~~a-ba~n s~~~°11 ce m~ia `viti2in t'2irty ;~ys (~0) af'Ger tine entire work has ~~een :,cz°1pla~~eu. a~2.:.: aJCay~~au an.;i czrtifica.te has ':)~~c~i1 made by the En~::;_.l~~ei• a~-~.'..:~ t?1° Courl7f~, Co.nrnis~~v~~i2~,v SuL':1 ti,Ork i1~3 ;, ^'ll fu1..~v Comp~_:> ;?d ir1 'Uim.li'~::~~:ui~~.. '~,.Ui(1'ii1 t~.2e GOi2-%r~C ~ ~..~~'_~+. 1;:i'Of 1.leS, .rC!P,NJ ~ r-~-~'1:1t~ -_.;,ll:i. may: F.r!7. L I.-- rwtio~l.~ P nE beo~a tree m-~king c.~ such i~_rl%~~! paym?~lt.~; tha ROUT D, ti2at s~tis ":~ctios2 o.i -L1~.e Coun'cy t~iat cA.y~ dust Co~2tLWctc~ sx~all sna•~ to t~.~ ~V„ ~y~ i li.2Jty ;.~'~8 d~ ~..c~~Jv.:GrS, ~7!8Ci1~nlC S 7 !aat~:i J..~~_ ...' :;. d,li~.~ ~~ i u0'tl~ O i1~"V P, supi:liau ;uc~l G1~2tr~tar, o:~ sue, ..;-cc~{ r,~w~~ctga , ti; ~_-c~,. m~~„v ~°ia7, o~ ~ooas ~ . _., ~ . C. elf ~1.T1',".t. .iUi 1"~.1J.:S U:U1."~~~ ;i.:.,'t1'J ,_,,~.;i 1~_.],...~~£:ill,.~ 'i'OV7...:.~:,;.~ ii).t~281', ~i~iu, _~.~._ ~ . .. ;f~ w ~`k 'Y f ,Rw ~ ~ :, j if prior to an,~ p<:~.~yment '.~.-;.~~y J°::..;~ti ~,r~„ ~~~,,~~~~ , :~~ , ,. u4t--;~ 1~.; °.~acc ~trorn any per son or persons t~l7at az~.y `~.a r:cr~ ,:: ;,,F c.l~w).~~-;., or ~.ri~,. ~~. ;.a:~ mere, o:~ Ot1~.er persons Who have furr~..,=;.n.eci vi .,..:pJ ~~..:LE::i ~!?.-:~C'~. r„'.~*;ia::tOY', ()'.. any ,,tib~ ccntrac tc.r, .tivith any 1abo~.°, _ ~Yt~ ...~~- ~ r~;=~~~F~. ~ e.:Y , ~c;~~ ~~e cr. ~~~•o r ± lions of any kind, in connection wi ~.~~: ':1~~ c~~n~ ~-~°~~.<at~.o~z o .3~ ~u. portion of LQ~C,c~ C`en7``er Luo/%w Roao~~ ~i1:'~.t may ~° Orderer: for Said portion pf ~e/or-o~ Center .L~,~/ow Roao1. have c3.aims s.gainst said Con- tractor, or any sub--contractor, for any such service or things, for which any such laborers, mechanics, mate~ia~. men.,.. ar other perss~ns, would be entitled to a lien under the ~.aws of this State veers said h~.ghway not a public highway., or pr~~dr claim against the bond in such cases required by law, the bounty may,. in to discretion, retain out of the payments then dui or to become due said Contractor, an amount in addition to .the .2.'S' 10 „~,~ above p~coviaed to be ietained until the final completion of s€~id work, sufficient to cover all such c:.Ja~.ms or claims of which notice shall. have been so given, until such c~.aa~m or claims gha11 have been fully satisfied and paid and receipts in fu11 for the same shall have been furnished 'oy said Contractor to the County, and the said Contrac~~~x hereby expressly agrees to Fay all such claims. VIII. All payments unde7° L:-:is contract shah. o-~ made ;r the Couhf~ Treasuxer, from. the Rddn./ T.7.s..7_.~_`/_ ~, zn.d:, upc~.~ ~r~-~,rrants of the ~~,,.,f'Z... Auditors issuod u-oon prec~.,.zt:~tion. c.>' pxa ~~ex vouch- ers, by the Contractor, said .\o~~cr~e~c, to ae ~.pp~c~ve~~. ~,.5, the County through its $o~~rd of Commissioners, x. IX. Any alterations dee~~°. ~d nQcessa.r~a by t 1F; Co,~.n <<y may be mwc~e in the work shown and uescri ~e;: ~.n the d.r,?.a~ings and s~ F:cifica- bons, but only upon the written o-rd.er of laic' Gount~r or ~.ts author-- iced representative, and when so ma.ae the val~;:~ of the vv*o_~:k so added or omitted shall b° comruteu by the County Engineez, ana the amount ..~_. . ~ : y,. - ~ _ ~ . ~~ 'J rtified sha,J be fin:~a 3,r.~ ~:c>....,'.~.._ , , -, _,.:~ ';:.. A~ r~,-, ~.~JO.L~ ttilUri0?='., . . so ce tractor and sha•1~ be addc._ to >:N 'u ~~=~ a .. t;L1~ ~ ,.~~ 1~a„t r,_~e. The ~• sch®dule of unit o- :i~ce.mi.zec.~. ~,Y ;-~,F• b.. ~:;; i;o ~~t~•;.~~,c--~.le.1 ~-., :~. ~: ~e.~d~d tc form c.. :~~'"i Gf tr ?. ~ CGntraG"~ :~.ti:_ Silal~. ,J~. ~i:,1. t~u.~.k :~,-. ~.'~•i" c', `;; _ ;)~,~;J.IJ 1. F:' the p;: ~ gas-~s upon ~r~Thich the valu:, o:.: ~..i-, ¢~c~xr- ~~,dd~-~ ~ c;~" L~~ri~_t::~~? ~,.e.".~:~_ by com~ puted. X. The Contractor shall prov~_uc sufficient, safe and propex facilities at all times for the inspection of the work by the County or its authorized representatives. The said Contractor shall furnish the County or its authorised representatives, without charge, samples of materials used in construction as said samples may be required, in order that tine character of such materials may be determined... Defective work or material may be conde:r~ned 'oy the County Engineer any time before the, final acceptance of the work. Notice of such. condemnation shall be given in writing by the County Engineer; such condemned work shall b° immediately taken down o-r changed. De- fective material shall be immediately removed or disposed of to the satisf~:~ction of the County Engineer. Failure or neglect on thE.,Part of the County Engineer to condemn unsatisfactory mater-~.a1 or :r..~ ~r;t inferior workmanship shall a,r~ reo tray release the Contractor, reor shall it be construed to mea~:i. -i:[l~. a~~~cc;1 tant;f; s~? ~~~~:Yl ~•~;~~:rk, n~~~~-= shall the final acce^~tance bar the ;oa~s.lcy of J'cf~~'er~.on, ~~ra;,-~.~.~,~~`o~.fxrm recovering damages in case f_'e,ud v~r~. prac cir.ev.~ Time lost in rel~lacin5 ~uc'h improx~~•1° wo,'k ~>h~~.ll fu~rni~sh no ground to the Contractor for c7.aim.iz~~~,~ an exten.•u _oz~ of ~~_~,e i`ox the completion of the work. :Cncompetent, careless o~:' n.e~;ligent em~iloye.:~ ,'raa ~.1. be forth- v~~th discharged by the Contractor u-~c)n the ~~~xia,ten xe~.',a s:~, o.f. ~~he County Engineer, or his authorized ~~Ppresen~~t:,.~=~e; a.nc:~ .i'~~~~.lure to com- ply with such requests shall be s~t~'.~'r c;.ient ~ro~~a7ad:~ ~o:r the termination - b- of the contract, as provided far in this article or Article IV hereof. Should the Contractor be delayed in the prosecution or com- ~letion of the work by the act, neglect or default of the County or i~'.!1~--i.il"er in charge, or of e,ny other contractor e:nNloyed upon the work, ~r s>~ any damage caused by fire or other casualty for tivhich the Con- tractor is not resy~onsible, or 'ay combined action of workmen, in no way cause by or resulting from default or collusion on the part of Contractor, then the time herein set for the completion of the work shall be extended fora period equivalent to the time lost by reason of any or all of the causes aforesaid, which extended period shall be determined and fixed by the County, whose deter:r,ination shall be fin- al, but no such allowance shall be made unless a claim therefor is presented in waiting to the County within ten(l0~ days after the oocurrenee oz such delay. XI. It is further mutually agreed between the parties here~- to that no certificate given or y~ayment made under this contract, ex- c~~Z, i. the final certificate or f anal. payment, shall be evidence of the parfcrrnance of this contract, c~1. ~,~~~~° ~v~~ho~.1y or in party and that no paym~_nt shall be construed -~,~~ ~~;. ~-,~l = ^F-~-lance of defective worx. cr ix~proper material which may a.p,r,~:>,,-,• ~~ ~_~'~~~'~~ -:,~~o (~; ~roe,rs after such r~e,yment . XII ~ The work wn.?. :;.~ ~ =. ~~ :: ~~,:i_ ~'ca~ Luc ~:l ~ ra~~x•,:, ~ ::;cnent str:~a~. 'oe at the sole risk of the Coil cra~,b ~:r u~.;~~,:;.:~ `~:'.~~~ ._ :~,::~1~~. eh~.._.. have k~e~n fully accepted by the Engineex.;, ~1,.•, ncunty, ~•,~,a. county Cvmrn~S's~~vri ers anc:~ dny damage or loss that may :c~:ur of z esult ~,c: rho same p7: i.a_~ to the final completion and accelot ~.~zr~: r,f said amp~:o~ eme~-l~t 9_ncluaans any e,tra ~~~ork t'nat may be order~;a by ~h; +;n.l.n,eer, `hE; t~ni~. ~~~y ar~~ Count Corm r,9iss: v.~e•-s _~ _ .:~~„~ l?_ f.~.ll u~o~~~. ~,~~~ at' ma.d~~ goad icy said Contr~~ctor. ` XIII. The Contractor ~, ... al'~a,_' ~~ct :let;. ~:,s..i~'~~' r~r transfer this . ~ .~ contxact, ax any intex8st thereixt, or sub-lets: as;~ign vx transfer the work herein provided to be, done, ox any paxt thereof, without the can- sent, in writing, of the County. '£he Contractor shall file with the iv.~:pity a duplicate of all sub--contracts made by him as aforesaid. The Contractor shall give his personal attention to the work auth~ at all times, and shall be present, either in person or by duly re-resentative, an the site of the work continually during its prized A ~.neer in change. progxe~B, and shall receive instructions from the g~ An sub~contractox shall be considered the agent of the Contractor, Y and the latter shall be responsible far any indebtedness ineurred:by such agent.. If any sub-~contractox fails to perform his work in a sat- isfactory manner, his sub--contract may be texmihated by the County. XiV. The., Contractor s~iall be liable for all damages and in'ury which shall be caused, or which shall oacux to ,any person or J reason of any negligence of said persona or property whatsoeVer,.bY Contractor, pr any of his servants, emplaces, or subweontractors, ar ation of any of the. progsi.ons of this by reason of any breach or viol The Con- agreement, ox any cf his .duties or ob~.igatians thereunder, tractor shall also assume all liabilities for and protect the County from any damages or claims axis 1~~~' from the use of s.ny patented axt~ ides ox devices in any part of ~:°.~:e woxk, It is mutually agreed b'tween the parties hereto that any payments o~ contributions due or :cequir~;d by Chapter 74 of the Laws of 111 (~.ndustrial Insurance'Act~ or any amendment thereof from the State of Washington by virtue of ox on account of any of the wank covered by this oontradt may be deducted 'ay.the ~ountY'irom any lay- ment ox payments made to the Contractor herein, and that the sum or sums so deducted shall die determined each month upon the basis of the ~ro~:?.' of said month, ..and shall.. be made upon the proper written or3er .and demand of the Tndustxial insurance Commission, a notice of which _$.. order and demand shal~.,;be served u~~on the said Contractor prior to said deduction,. It is~further agreed that the Contractor herein,~x any sub-contractor or contractor employed by them, shall be subject +,he provisions of said act as provided and required in Section 17 i,her~of . XV, It is pa,=~.: c~' the public policy of the State of Wash- ington that a11. work b~~ c.us~txact or day labor. done for it, or any politioal subdivision created b;r its law,. shall .be performed in work days of not more than eight (~5j hours each, except in case of extra- ordinary emergencies. No case of extraordinary emergency 'shall be construed to exist in any case where other labax can be found to take the place of the lobar which has already been employed for eight (~) hours in any calen.dex day. In case of the violation of the provi- sions of this article, the County shall have the right to cancel this cantxact without notice, and shall have the right to complete the ~nork in the manner provided a.a:. Article IV hereof. XV2. The Contxactor aga_EPS to execute and furnish to the County a good and sufficient ~,~~3nd tin~ith an appxaved surety company as surety, said bond, to be p~~y4b~.r~- to the County, and be in the penal sum of the full amount or.' cbe contract, oondtioned that he shall faithfully perform a`.~l ch.:> ~;rovisians of this contract, and further Conditioned as req~.~?..rea ~G.~y _~.s•w for the payment of all labor- ers, mechanics, subcontractors, va.:~.a.c}. material men, and all persons who shall supply such person or persanr, or sub--contractors.,, with pro~tisiozas or supplies for the carrying on of such work. I.i the County shall have reason to believe that the security on said bond h~,s t~ecome impaired since the execution thareof, or is insufficient it nay xequire the contractor to furnish othex or additional seCUr:~.ty• XVII. The, County hereby promises and agrees v~ith thW~Cpn~ra t:~ac-tar to employ, and does employ him to pxovide the materials and ~9- ry~;,;: . A _ Y`? and Cause I $O b~ done the work 0 f Cor~s~r-uc.r'~.~ L e /cr.~ o/ C'¢h f'e r _~ ~ua//o,y R oao' 7Grom Sfa. /o.5--t-Go fo S~`~, o~- o~ t~ complete and finish tn.e same according to the drawings and spee- ifications and the te~n~e grid conditions herein contained and referred to, in accordance w~.+h ~~z~ sc~edule. of unit or itemized prices hereto attached and made a part ~~:=-~: F~c T: ~ and further agrees to employ him to perform any extra work. ~~ane.t ~^~~., ~e ordexed, as provid°d in Section 21 of~ the Specifications, at ~t'~e s,c,tua.1 cost, plus ten per cent (100), ~i~hich cost shall not include o~sPrhead expense. or the use of equipment and hereby contracts to pay the sums stipuiat.ed at the time anal ?~n the manner and upon the conditions above sct forth; The Contractor for himself, and for his hears, su.c-ces~so~rs, executors, administrators and. assigns, does hereby agree to the full performance of all the co~xe~~ants ~.erein ,containe-d upon .hj,s part.. XVIII. It is fux.'rl~e:~.~ .~:~c~~~~.ded that no liability shad attach to the County by reason c>~ c~Ya ~"f.':~:::i~~ =i.nto this contract, except as especia l.y provided here:~i..<. IN WITNESS WHERr~i;,F; `h~ ~.~o:~~~ra.,ctor has heraunto set his hand and seal, and the said Cou~a',~r :~.~1~~~ c,a:.tisad this instrument to be execut- ed by the undersigned ci~a =:~:~ary~ ~'~:' 1:hta hoard of a.'ts Gomm:.~.ssionexs, pur- ,,,t. ., scant to due resolution ~;.a~-; ~: ~ ~ ~.~~: , c+}:~ t~'i~.s ~ __ day of ~ . ,-- ontractor JEFFER, ON COUNT TY, 1~?ASHINGTON, Y Chairman of its Board of Commissioners ii u'u e S ~+ ~~ ~ ~ Clerk. -10-- ,. , _ _ __- ~~ .~u~. . s ' ~; a ..' 5 ~~ { ,~ ~~ *~ :' F 3,~. ~a .4. r~, 4 ~~~ '~ILLD ~~f,~r ~ ~szo MAE M, PLUMI~ER AUD[TOIZ Jefforsoa Couaty, Weeh, `` k` ~'" t~ I ~~ ~.F.~,__ /~... ~, f~ ~~ ~ I1 .;.4 ~ ~~' !j; :, „ , s. ~. _ ~ ,: ;;.~» ~<~ i~ ~~ ~ ~ x f ~.'z+ _ _ _____ ~LS~ ~ r ~ F. O P O S A L TO THE BOARD OF COUNT`.i C0~?~',~IScI~NFRS OF JEFFERSOi~i GOUNTY, V!'ASNINGTOzd. Gentlemen: r,- i~' ;? ;~ l'.. I hereby certify that I have perEOnally and carefully examined the location of the Leland-Center-Ludlow Road in Jefferson County from Station 1q;+6C tc Station O+QO and have rea3 and thoroughly understand the plans, specifications and contract, govexning the work embrs,ced in this improvement, and the methodby which payment t~i11 be made for said work, and hereby propane to undertake and complete the work embre,ced in this ixprovement, or as much thereof as can be completed with the money available in accordance with the said plans, specifications and contract for the following .unit prices; Clearing (heavy) per acre ~~ J' D °-~ Clearing ~ (medium) per acre ~ols'o~- Clearing G (light) per s.cre ~~ ~~.s-°~° - ~ ` j rubbing, per acre p ~~ f igurea on cross.--section areaR, Excavs,ticn per cu. yard'. cor~r~~on - Culvez°t 2' x ~' ~, 2 ° cedar , " , ,r 1 r X 2, ~~ { L " corr. metal 12" s ~ Trestle, ~ per ~d. ~~ °~ ~ Gravel ;oer cubic yard, .,~ /~"d Excs.vation per cu.ya.rd ~' ~ rock „ " " „ ~-~"~ loas~~ rock ~ " `~-- ~ =~~.~ ?~~~, r ~. pan . ~ ~~:. ,~ .,, F ~ .. ~J, ~. ~` R / Attached hereto is certified check for Dollars (~~ ~ U o `=~ ) payable to the B.iard o Countp Cammisci"nets of Jefferson Counter, t~~ashington, this mount being ' ten 10 ( ) per ,oent of the 'total bid. „ Dated on ~~~%~ this ~_ day of _ ~ 1920 , =~ ~ . ~° ~, ~:.~;=~. F - ,~ ;~`r •~~ ~V AtlAraae of T1; ..a.;e.., '' ^! ~~ -- ~~.... ~~~L i {~. $~~ ~ ~~~ i PROPO~aZ '~y F '. rragy '~; TO THE BO.~RB OF COUNTY COI~~:~I aSIOTJ +L':i~S OF JEFFERSOTJ COUidTY, ~~.~.SHITdGTON. Gentlemen: I hereby certify th~a t I h~.ve personai.ly and carefully exar~ained the location oT" the Beland-Center-Zudlow Ro~~.d in Jefferson County from Station 10~6G to Station O~GO and have read and thoroughly understs~d the plans specifications and contract,governing the work embraced in this improvement,and the method by which payr~ebt ~vi~_1 be made •for said work,amd hereby propose to undertake andvcomplete the work embraced in this improvement,or as much thereo f as can be completed with the maoney available in accordance with the s aid plans,specifications ~.nd contract, for the following unit prices: Cleari~ag (heavy) per acre : 450.00 Clearing medium) per acre :~ 25G.oo Tearing(light} per acre : 225.00 Grubbing, per acre ' 350.00 Egca~~ anon oer cu. yard 69cts Culvert,~edar,2ix2x 2.50 " n n 1~R2# 2.40 " corr.metal l2" ~ 8.00 n n n 18" ~,- 50 Trestle.,per M. ~~ 60.00 Gravel per cubic yard ; ~ 1.50 Excavation per cubic yard 2.00 rock ' TM f~ i' n 1.80 loose rock n " TM " 1,10 hard pan attached hereto is certified check for Twenty-five hundreds Dollars (2500.00) payable to the Board of County Corr~znissioners of Jefferson County,~'~ashington,this amount being ten (10) per cent of the totak bid. Dated this 2 da'y of Feby 1920 . (sgd) James H.CoBne address of Bidder (Principal place Port Townsend ~a sh. of Kbus mess ) . ~~~~ `~' .:~ ~'~. r~,. `. I ~ • ;.~4> -f' ~ , ~Y~ti ~' Ew` ~~ '; k ~d7' ,F'rn i 'gyp<Y .. ,. + ~j ~. _ ~ >~, ;~ . .x:F~. ,. :r ~r~;v% <1 ~~F ;~ ; ~; _ ~,,~° ~~_ C©NTRACTORi» BOTrTD FOR FAITI~UZ - PERFORT~,1r~NCE ~Or CONTRACT. ~, gN0'1'~ AI,L ~~±;N 13Y TNESE P??E~ENTS,lhat,~v~,James H.Coyne,of ~.5. Port Townsend Jefferson County,tiVashington,as pr'ncipal,and ~ and , ~ ~ ` ~ . ' ~ -;. t . ~. ~ --- ~ ----~ ~ oth also eiferson unty,~ aching a.s -reties,axe ~ d and firmly _ bound to Jefferson County,~~Tas g , qu&.si-municipal subdivision. _ ~f the State of ~~ashington,a~nd untoe State of tiVashingto ,in the S I ~~ HiJIf~R ~ L <" just and full sum of SEVEN TrIOTJATv u 1 ~ E iSIT~TETEEN II,ARS ANA ' Tr1'IRTY C~.LT~ITS(~7619.30) ,for the payment or ~~: hieh tivell and. -truly to be made,we bind ourselves and our C.nc? each of our respective heirs,,eg: `~~ ecutors~a.dministra.tors,jointly and severa.lly,firmly by these prey-. -- eats. ~; Sealed tivith our seals ~~.31ci. dG.te~+ this ~ x".- day of P!iareh,A. 191'7p _ _ ~ ,: - The Condition of the fore~oin obligation i s suer that,tivhe gas the above bounden principal Jarnes H.Coyne has heretofore entered i~.to a contract with Jefferson County,~~ashington,respecting work and improvement to be performed upon a portion of the Leland-Center.- Ludlovr Road bet~~veen Permanent ljighv~r~a.y TTo.I ~?~ Cei~-Ler from Station 3 266*38 vresterly to Station 186fi00 in Jefferson County, ~'`fashington, -~ and ha.s thereby,in said written contract and agreement,undertaken and agreed -Lo well and:-ttruly~ perform a1.1 of the work by said contract, ~ ~~ v~ith its ~~,tta.ehed plans,profiles,rna.ps <.nd specifications called for, for the total contract price. and sum of ~i7~_19.g30;and whereas,by -~ ----_ Artt~ele XVI of said contract provision is specifically made for the giving or" ~;k?is iaond,reference thereto being had for the purpose of showing the full scope,,of liability hereund.er,- , - Now Therefore~if tree said James ~I.Coyne shall well and truly perform the work contracted for by aforesaid contract and agreement and sh°11 core lete such work upon tre terms within the time and in ~ '' ~;~. ~„ ~, ~ p _ , accordance with the said contra,et,profiles,m2.ps,plans and specificat- ions;and ii' he, the sG.ic~_ James I~T.Coy-r~e,does completely indemnify and.^_ f - hold free said Jefferson County,~~ashington against any direct or ,~+•~~' indirect damages suffered or claimed. for injuries to persons or property during the construction ~~nd imnrovement under such contract !, and until the work is accepteJ by said ~ounty;and if he, the said ~~ James H.Coyne,shall pay ~~.~. laborers,mech€~.ni~s,subcontractors,material-- I~ men and all persons wha shall supply such. person or ~ersons,or sub- ~~ contr~,.ctors or ma.terialmen,with provisions or supplies for the ca.-rry~- ing on of such vrork, a,nc' shall further p~~y a~.~ just de3~ts, dues and ~j demands incu^red. in the performance o-? such. ti~rorl~,-then th~es obligat- - ~ ion shall be ar~.d become,cn ac,~ept~alce of .the work and end of liability - : ~ of said contractor James II.~Coyne as provided for by said' contract, - ~ null,void,inoperative anc~ of no e~ ~'ect,othervrise to remain in fuhl force,virtue end ; of:E'eet. l _ 1~) , Principal; % ~ " ' V 0~--~ ~~ ~ (uEAZ) ,and ),SuretiesQ STATE OF ;VASHINGTON~ SS. COUNTY OF JEFI`ERSON) ~~ ~. ~ aa~d bein; first duly swot each on h oath /~ and I, thy: sai`+ 0 ~ Jefferson Sounty,~,nd_ of a ~e°iden't of es;_ 1., e State of V~lashingto~}, am and I am not an attorney or counselor at lati~ nor the sheri~f Qr - other officer of any cov.nty nor the jud~~e or other officer of any court;I am worth the sum of SEVEN THOUSAND SIX HUNDRED,, NINETEEN DOLT•ARS AND THIRTY CEI~TTS (~~'7 619.30) in my o~nm. right debts and liabilities and in property and over and above all my not exempt from execution,situated within the State of ti'Uashingtona '4~ Subscribed anc; ZTaorn to before me this ~ ~ • dabz of 1~arch,A•D.1917 U~ 1VTotary Public in ~:nd fo-r the State of J ~Vashington,-residing a=t Port ?ro~;msend. ~- i• i3~~~~ n~~a//G~,~e. ~~ ~~ P~a~ i~. ~fi,;an~.~~;~ A.~1~~~ Jeffetsur Cauaty, Mesh. - `~ ~ ~{~ 1 ~~` r r } j i i i, _I ~ `. .. ~, ;'~_ ESTI?JIA7'~' OF f~?JANTITIES First ~`Jli~e . Clearing {heavy) .... .................................... 2.37 acres Clearing {medium} ....................................... 3.73. acres Grubbing .... ............................................ 3.64 acres Excs.vatian .......................................... .. ~~30 cu. yds~ `'4 ..Borrow ....................... ........:........ ........ 400 ~'u. yds.. Culverts., cedar 2'X 2~ .....:............................ 140 feet. n n 1'X 21. .................................. 202 feet. Trestle ................................ ................ 16 ~. ~" ~~ Gravel ........ .......................................... 1170 cu. yda.~. Second Mile. ~ ~~ ~ Clearing {light) .......................~\~ .............. 1.79 acres. ~. Clearing {heavy} ....................................... 4.94 acres. Grubbing ....:......... ................................. 3.36 acres. . <~. .Excavation . .............................. .............. 5740 cu. pds.~ -;~ ~. Trestle ... .............................................. 25 ~d. Culverts, corr. metal 12inch ............................. 22$ feet. ;, :. " cedar. 1tX2" , ................ .............. 60 feet. ~. : Gravel ............................ .................. r~ ~• 1152 cu. yds." ~t ~» ~. ';~: ,~ ~,; ~, ~`^ ~, F P ~::. ~R~ C. ,.. 3 ~ Jx. t. ~, .. i~ ~~~, t t ~ 1' ~~ i ~q,,;'y,! ' .rGifst _... ,._,.. ,.,.,» ._....r., ..,. ..JSUC...:,~~ , . _ ...... ~ ...._ ,,... . ~ ... ._....,.. . ~ s,,::.,_.. .a„ ,.,..,.~.. _......~.......u.a~:.,.....z.,. a..~- ~(, - ,.. . K , ~,1 ,: The Honorable Board of Oounty 0omr~isalon®rs, Jefferson County, l~ashington. gentlemen:- The following ie the oust of oonstr~ation as estimated from the origins}, survey from ~3enter to Larson Lake. ~'~~6 ''~i+ Figured for 2Q feet in cute and l6 Feet in fills:-;graved 14 feet R~ . ;~. , ~ wide and a inohes deep. _ ~ Clearing sQ•27 aorea~ ®2~~ ~577~•95 4rubbin ~~65 aoro~e ~ 300 ~ 2~~~j.4a <, Exc. ~ 450 ~~e. ~ 50~ ~a~5so 3 z Exc . Grown e.t-t~ . ditch X500 yds ~ 50¢ 1750.00 ~. Culvert 53~ feet - 12" ®c..0o 1076.00 23©~`®®t - 24" ®4.00 ~p.oo ~ gravel 4940 yd~ ~-1.50 ; .oG 2~;~. . - Eetimat® oll added voet to construct ~~ foot Fond-;ix~ Buts and.. fills. . grubbing ~~ aor®s ~ 300 600.00 Exo. 6000 yde ®50 3opo.o~ Cult/ e x t 70 f e e t N 24 ~ ~~ ~~. 00 ~~4.00 - ~190 feet - l2" ~ a.0o ~ ~ ..oo ` ~ .o, ___r_<. _--M_T~31312.95 . Respectfully submitted, t3ounty Engineer, r~ , ~~ ~"a. ~,. rl .~F r t"~ ~~"~ ~ , ~ T f ~~ i ~-- f~~~ 9 f, ~ ~~~~ , ~~~~~ .~, v ~ ~ t~ f ~-~ ~~~ . ~o 10~~ @ ~~ ~ ~v ~, k,~ ~ ~~ ~ ~~ ~~I' ~~ ~: =-~ ~ ~.. liC.. f' 1 ~~ ~_ ~.i ...~_. ~ 3 ~.. ~~:.., ~ r ~~~ ~~ Y` ~, ~.~n ~ _,a.~.,. ,.,. _n ~-~~ ....,, t ~~ ~ ~ . -_ ~7~''0 ~-o ~„~ ~~ ~a~ ',//©a ~ ~~ ~~~ -_ ~ ~ o--° » . _.~..n~,..~- w~ ~% ~ ~~ ~_ ~ ® c7 ~:. ~ ~ ,,.,.,.-. 3 r~~ ~~_1 ~ U _ \ ~ ...____._..--.-- / ~v~o~ ~ rte J`"r~.J «--t~ `~ ~ r " fea ~ • , 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 awardal. 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 ($200,000). EXAMINATION OF PLANS, SPECIFICATIONS AND SITE Bidders are required before submitting bids to examine carefully the site of the proposed work, as well as the proposal, plans, specifications, and contract form for the improvement contemplated. Profession of ignorance regarding the requirements of the work will in no way serve to modify the pro- visions of the contract. MATERIAL SAMPLES Before any contract is awarded, the bidder may be required to furnish a complete statement of the origin, composition and manufacture of any or all materials to be used in the construction of the roadway, together with the samples, which samples may be subjected to the tests provided for in these specifications to determine their quality ,and fitness for the work. AWARD OF CONTRACT: The award of the contract, if made, will be to the lowest responsible bidder. No award will be made until all necessary investigations are made as to the responsibility of the bidder. RETURN OF PROPOSAL GUARANTY: As soon as the bid prices have been compared, the Board will return the guaranty deposits accom- panying such of the proposals as in its judgment would not be considered in making the award. A2 ~~-~ ~y (~~'-ti. /~ ,~.~~ ~~ ,J ~,~ ~~ ~:? ($ f,~O a Cp p ~~Od r ~~ ~ ~ ~~ o ~ ~~ ~ ~ ~ ~-- _- e ~> ~~ ~ s~<.~,_ ~ '""`. ~ ,.l ~ ~ .~ _. ~_ ____ __ .: _ e _ . ,___ _ +j?,:. , Y..oy _„ Zvi /` ~rt~=`"`9,%~ ~~ ;' ~ ~ . 1 L=. _ tt}}~jjj ,(P G-~ ~l' 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. ESTIMATE `APPROXIMATE All quantities, classification and amounts shown in the Engineer's estimate of the work to be done, are understood to be only approximate. ( } i A3 ~c, :~ To ~ D is ~' ra ~ ., o ~ -- -- -------- . - - ---- ----- -- -- + 3 z Z 9 -~- ~~`~,~ ~ I -~/8~S ----- 6, ~ --- ---- o - 3 - _ - - -- -1-0 - ~.-_-_e-.~.. ~ ~ - 2 ____--- s ~._ ~~~ ~ ' . _ _ ~ ~. 5 Z9 3 ---._..-------..-_... --- -~------ ~ ~ i `S-~-o a _ --________-- _ __ ------.----------..___~..___._.___._.____. r_._..__ _ _---- -4 9 7 J (,~ , ```` ~ i 4 3 - ----- ---- ___ __ _....---~ ------_-._-----_ _.~__.._.._,~.~... _. 3 ~ ~ - z ~ __ ___ _~2~3 -- ___--_ ~ ~ ------ _ ----- ---- s `f/7~ , ~ - ~ -r ----- ---------_. __.._---____-----__ ______- _ _- ____ _____-...,..._.-.- _ _....-- - - . _ t ~ i Z f ~ / ~_~___ i Jam- 3 ~ -~-~5` .~ , _~-f D O -___---- -~ ----------------~- -----__ ----------- --- --- ~ t ~ ~ ~ ~- 3 t----__ . _____..- ~.O Q ---;----_..-_.-__-_._ _--r__-_..__._.__._ ~ --F / b -~. S S _z ~.-- 3 3 -f-D ~ -~--- _ _ __ . _ . __w ~ .~ -~ 1 Z ° $ -- 23 ~ 3 3 ~ .s sL ~--~ ~ ~ 3 ~ ~ -" .S _ ~ ~'. ~ 0 ~D ~__...__.. r_-_..-__. _..__ _. ~ . ._ _ .'__ ___- _ _--. _... -- ~--~ ~. . ~ ..._.~.~ ~ i 9~ ' 3 cam-' _ I o -/o v~gss ;; fqo, i9 qq .r ~ ~q. 1 J J I 1 P • ~N 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 Iegal 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 awardal. 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, SPECIFICATIONS AND SYTE: 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 -r~~ ~O I ~ -~ g ~, 0 9 ~ of D 0 ~_ __ ~ ~ - 3 ~ g ,~ ~ t .._._ _._~.. -t~ b --~- ~ ! ^. 9 3 ~ s . - -- --- - - _ . I g /z ~ ~ -L / / v ~ ~ f ~T ---- -- ~ ~ -- $3,1 D Q s ~ ~~ o e ~ -- __ __ 3 1 ~~4L .-i- r ~ ~1 f2~ _....~.. ~ d ._... ..~ -t- r 3 ~• -- -- ---- - . _.. _ .. ._ fi _.._ _~. ..4_`..._.o..__~~ , 1~~~ ---- i .._.e,..~ / _- ._ ._ Y ~ ~ .. . . .... , ,., ~,.... -. . . . .. . , Y III J w ... _ .~ W.,.a. .. .4..........`- ,..._ «o... ... ... _..-_ .~ - _, _..___._...,. _. __ ... . r. .. _....~_._„_ _ .._.,._ .,., .. q ... _ . _.. . .. ., . . ___..~._._.~._.....,__. - _ ..~._.~,~ _ _....... _ _ _...rn_. .~.y ~ ..~ .__ .~ ~.__.._a ~ fDQ - -- - -- ---- - _ f_ ~_. .-___ _....-.._-._-.v_.,.,..~ __~_.~_.~ .Y.ee-.-- O q o 9 , ~ ----_._-.- _ -.-. _~ ._.~_ ~ ___ .__._._.__`~_ _.i g .~ ~ ~0 5, 5 i _ '~-~-0 ~.----------._._..~. I c ~ _~..~_.__~_____.~_ S" / ~ , / / .~ l _o. ~. --I- / S 4.9 .~ __.____...__..~__._ ..w.v.,.---_.___w.~.~~..~~.~~__~_____....~... ___.------..__..____ _.__ ....~ ~v~ ~ ,.~_ f.~ ._..Y. -' ~..~~ to ~....~ ..: _.__ _ ~ ---~-----.._.. -----_._ - ..-- -.._a._.. ..__.~_ __r . ~_~.~_~~~... .... ,~...,._...__. p ~ ~~O L ~__.~. ., i ~ x-1383 ~-----~---•-~-- ---- - _____. _.__.___-- __ _._..___ _~ moo ---- . ..~..__.._....w_...__..._ ~ - ~ .. tt ~ 8. ~~ ~ - -+ gs~. 9 __._ ..._ ----- - ~`~, ~3q$~.~ ~ X33],0 '~3~ j 1 ~ ~ l .~:v.~. ------------------ -- ------ -- - - - - -----------------COUNTY, WASHINGTON ENGINEER'S OFFICE INSTRUCTIONS TO BIDDERS dPENING OF PROPOSALS: Sealed bids for this improvement `vill be received by the Board of County Commissioners of ________________________________________County in the office of the Board, until 10:00 o'clock a. m., ____________________________________ _________________________________________ at which time they will be publicly opened and read. No bid shall be withdrawn or changed after the time for receiving bids shall have expired. DATE FOR COMPLETION: The work under the contract shall be fully completed on or before_________________________________________________________ RIGHT TO REJECT BIDS The right is reserved to reject any and all proposals, to ~ecept 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: A certified check made payable to the Treasurer of the County of________________________________________________for an amount equal to at least ten per cent (10%) of the total amount bid must accompany each bid as evidence of good faith, and as a guarantee that, if awarded the contract, the bidder 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 shall be completely 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 plainly written on the outside of the package. AI ~~ ~ ~ I v Oo _0.-f__-_._.-__ ff ~"1_ ___-_ ___.___ _ ass / ~ .~ o - /q 3 ; a - =2t00 - - _ ?w~ 0 0 3~s=~.~ ~ --_ ~._~_ t 3 ss'. l -~ ~ ~ 3 .9 ~~ _ _ __ __ •~~ 2 ~ 7- - - _ _~--__ ___ . .____.__ ~~__ ~~ ~~_ _ 1 -f- t ~ ~~~ . ~ ?~'f-r-0 0 ---- -~- ~s Z 8 ~ ---- ---- , 3 - 3 9 ~ ~ ~~ 6 ~3 ; ~ f ~ ~, ~.v,~.._ ..__.. _. _ _ __---_---. vL -~-a ~ -~ _ Z . 3 ~ ~ - '~ ~ ~ o _ y3~ - ~3 .___-_____ _ -~- rs s -~ ; $ 2 a i -~ I~i9 a - - DSO ~ ~- o a _~_...~~ ~ . / . ° _ ~~ 6 2 5 -__ -t l ~ S I ~ ~ --- -~- -Z 3 z.y z -- - -- ....~._ __. _ .. _ J_ _ - . - . . . _. ~, ~ ~ ~ .-,~- ~ 0 9 3 , S ~____~__ f o o _ ,~.~.~ ~ ~~_ . ~a,V.~.~..~.x ... ~u.~_~~.~wti,_ - -~~z~. / ~ v ; -f-/ S~ 7 . Z7~ 3 --- ~~fi~'~~ I -- ~ ~ z . 9 ' -~ ~ ice. 9 .~~ ~~~v ~ .-f- ~~9,v _ 3 moo ! ~' I I RAIL AND GUARD RAIL The rail and guard rail shall be built according to the approved' plan. They shall be perfectly aligned as to line and grade and have perfect fitting joints. All rails shall receive two or three coats of standard paint as specified under "Paint for Wood." PAINT FOR WOOD: Paint for wood shall consist of a true white lead pigment and raw linseed oil vehicle. All timber for which painting is specified shall receive two or three coats of paint, viz., a prime coat, a body coat, and a finish coat, as shown on the plans. Paint when mixed shall contain the following ingredients and be mixed in the following propor- tions (1) Priming Coat. 100 pounds of white lead paste. (8 lbs. of oil and 92 lbs. of white lead) ; 4 gallons of pure raw linseed oil; 2 gallons of pure turpentine; 1 pint of rosin-free drier. ° (2) Body Coat. 100 pounds of white lead paste (8 lbs. of oil and 92 lbs. of white lead) ; 11/2 gallons of pure raw linseed oil ; 11/2 gallons of pure turpentine ; 1 pint of rosin-free drier. , (3) Finish Coat. 100. pounds of white lead paste ,(8 lbs. of oil and 92 lbs, of white lead) ; 31/2 to 41/2 gallons of pure ra`v linseed oil; 1 pint of pure turpentine; 1 pint of rosin-free drier. For repainting old surfaces two coats are required. (1) Same as "Body Coat" above with the addition of 1/2 gallon of oil and 1/2 gallon of turpentine. (2) Same as "Finish Coat" above. Linseed oil shall comply with the requirements of the "Standard Specifications for Purity of Raw Linseed Oil" from North American Seed A. S. T. M. Standards 1918, Serial Designation D1-15, and subsequent amendments thereto, White lead pigment shall contain not less than 92% pure white lead and shall be very finely ground. All white lead pigment shall be in paste form, containing approximately eight pounds of lin- seed oil in ];00 pounds of paste. Turpentine shall comply with the A. S. T. M. specifications for wood turpentine, Serial Designation D13-21 T. Drier shall be a high grade o~ Japan drier free from resinous substances. Ready mixed paints for wood shall be shipped in the original sealed containers of the manufacturer and must have the true guaranteed formula or chemical analysis of the contents plainly marked on the outside. PAINTING WOOD WORE: All wood surfaces which are to be painted must be perfectly dry and free from oil, or dirt. All paint for wood work shall be applied with brushes and be evenly spread and thoroughly worked into all seasoning cracks, corners and recesses. At least five days shall elapse before a second coat is put on in order to allow the first coat to be thoroughly dry. Painting shall be done where shown on the plans: Paint shall not be applied in wet or freezing weather, and shall not be applied on creosoted sur- faces. MEASUREMENT OF TIMBER AND PLANK All timber .and lumber shall be measured by the one thousand feet board measure (M.B.M.) in place. PAYMENT All timber and plank will be paid for at the contract price per M. B. M. in place; such price shall be full compensation for furnishing and placing all timber and lumber, spikes, bolts, and other mate- rials, tools, equipment, labor, and work incidental thereto, including painting and creosoting where specified. J8 - i ,~/ca ~Arr~ , -3 00 _ _ __ ~ ~ ~t3~,~~ - ~ .9 ! ~-~2GS9 --- ,v t , ~ - .__....~_- ----- `~/( ~ ,Z _ ~- -- - -------- ~/~ / -- 2 S' is ~ . ~3 ~ ~ ~~ , ~ -f-- .- _.. -~- -z~~7~ -- -- ., f. ~ _Y .. - ~ ~-- - ~_3 l ' . ---__.. Z~ Nd ~ ^ v~ .~, l - ~~v 5. I ~ -- ~o ~ D D _ ' ~ ~-f- ~ 2 o f~, ~ ' -f-- ~. -~ o ~ , ~----- - ti n ~ ~ ~. - 3 33.x' 3~ ~ __. _ r~~ ~g ~ 5 . ~-- - ----- ~ _._,_.___.~ Z~a,3 ' y o 0 3. - j -gig ~ _ ` ~ ~ -~ i 3 z~, 9 -~-- a ~ -t `~_ , o ---~-----~ ~------ r.~___._.,.___ ._. .~.~_..__.e_..~._.~~_ 1.____.__._.~..___.____..~~_._~~ ! ___~. ~ g o /off' ~ ~ ll.d l/9.~ _ l©~. ~o,~o~ -- ----- -------- - , - - _- ~ ~._-~,.~3.7. _ -f50 `- ~ ~ ~ .- ' . ~ a ~_~ o z __ . _. / foo I _._. .-- --- -- ~--_-------~ --- -- _--a ~-- ..5 _. _ ---- - -- _ -- ------- - -----3 . -3----- __~~._ --. ___._ --_ -_ ~_ 9 g S 1 __~._ ~_w._~_._... ~.._. ~ __L~-~s_ .~ ___-- ~ ti ~ ~ ~~ ~ ~ -~~_~____.__ ___ ___ - . _ ___--_ l _._.~w..~~_ ~_.__.__._--W ~......~ .~~..~~._..~ .,.m..m....a. - - . _-_~.._. ~.~...a..w..~_......._--_ _.. - - --- r._... ---------- ' f i RAIL AND GUARD RAIL : The rail and guard rail shall be built according to the approved plan. They shall be perfectly aligned as to line and grade and have perfect fitting joints. -- All rails shall receive two or three coats of standard paint as specified under "Paint for Wood." PAINT FOR WOOD: Paint for wood shall consist of a true white lead pigment and raw linseed oil vehicle. All timber for which painting is specified shall receive two or three coats of paint, viz., a prime coat, a body coat, and a finish coat, as shown on the plans. Paint when mixed shall contain the following .ingredients- and be mixed in the following propor- tions (1) Priming Coat. 100 pounds of white lead paste (8 lbs. of oil and 92 lbs. of white lead) ; 4 gallons of pure raw linseed oil; 2 gallons of pure turpentine; 1 pint of rosin-free drier. (2) Body Coat. 100 pounds of white lead paste {8 lbs. of oil and 92 lbs. of white lead) ; 11/2 gallons of pure raw linseed oil; 11/2 gallons of pure turpentine; 1 pint of rosin-free drier. (3) Finish Coat. 100 pounds of white lead paste (8 lbs. of oil and 92 lbs. of white lead) ; 31/2 to 41/2 gallons of pure raw linseed oil ; 1 pint of pure turpentine; 1 pint of rosin-free drier. For repainting. old surfaces two coats are required. (1) Same as "Body Coat" above with the addition of 1/2 gallon of oil and 1/2 gallon of turpentine. . (2) Same as "Finish Coat" above. Linseed oil shall comply with the requirements of the "Standard Specifications for Purity of Raw Linseed Oil" from North American Seed A. S. T. M. Standards 1918, Serial Designation D1-15, and subsequent amendments thereto. White lead pigment shall contain not less than 92 fo pure white lead and shall be very finely ground: All white lead pigment shall be in paste form, containing approximately eight pounds of lin- seed oil in 100 pounds of paste. Turpentine shall comply with the A. S. T. M. specifications for wood turpentine, Serial Designation D13-21 T. Drier shall be a high grade of Japan drier free from resinous substances. Ready mixed paints for wood shall be shipped in the original sealed containers of the manufacturer and must have the true guaranteed formula or chemical analysis of the contents plainly marked on the outside. PAINTING WOOD WORK: All wood surfaces which are to be painted must be perfectly dry and free from oil, or dirt. All paint for wood work shall be applied with brushes and be evenly spread and thoroughly worked into all seasoning cracks, corners and recesses. At least five days shall elapse before a second coat is put on in order to allow the first coat to be thoroughly dry. Painting shall be done where shown on the plans. Paint shall not be applied in wet or freezing weather, and shall not be applied on creosoted sur- faces. MEASUREMENT OF TYMBER AND PLANK All timber and lumber shall be measured by the one thousand feet. board measure (M.B.M.) in place. PAYMENT : All timber and plank will be paid for at the contract price per M. B. M. in place; such price shall be full compensation for furnishing and placing all timber and lumber, spikes, bolts, and other mate- rials, tools, equipment, labor, and work incidental thereto, including painting and creosoting where specified. as January 6, 1920. To the Honorable Board of bounty Commisaioner~, J®fferson 0ounty, Washington. Qentlemen :- I submit herewith the f©llowing estimate for the constxuction of a portion of the Noland-~0e~ter-Ludlow Orose Road extending Easterl from Btatian 10j+6ii, near Yc~lroys house in the N. ~.'~ caf the g. E. ~, $ectiom 6, Twp . ~aN. , R.a ~. to St~.tioa~ Ot04, being a point on the b~o0lain Road about. 3~4. feet Eoyst of the ~ Corner betxeea 9e©tions ~+ e.nd 9 Twp. 28 N., R.l 1~. a dieta~r~oe of two miles: First Mile. Clearing heavy 1720 feet 2.37 mores ~ 300 ....................... 711.D0 M medium 2700 n 3.73 mores ~ 20© .............~.......... 74f.o© grubbing 528© feet 3..64 acres ~ X300 .............................~-02.00 ~xvaes.tion 8830 yards ® 70¢ ................. ....................Gl~..,pA Borrow 40o ye.rde ® 70¢ .... .......... .................... ...... ~~0.00 Qt~lverts Cedar 2'X 2' ~• 1~0 feet. 2.50 ........................... ~j0.00 " 3~X 2' ~- 202 feet. 2. 0 ........................... ~~#.80 Trestld---- 16 M ® $0 ............................ ............. 840.00 Gravel 117A y~xds ~ 1.~0 ....... ........ ... ............... l .~ TOTAL 32399• 0 2eoeyn~. file clearing ~.ight, 1300 feet x..79 acres ~ 1j0 ...................... 268.0 ~ heavy, 3580 feet ~.~ acaras ~! 300 ......................1482.00 grubbing 4880 foot-- 3.3~ a~oxes ~ X300..... .. ....................1008.00 ~xvavatio~ 14Q~ya.rds ~ 70~......• ••••••• " '.....::::.:::.... "•4018.00 Trestle 2 ~ 50 ................................ ......12~j0.00 Culverts - corr. metal 12" ~.- 22a feet .oo.::::::::.:~::::::::~ i~+~:oo oedar ~- 1'R 2' - 60 feet ~- .40... , C4ravel, ~,1~j2 yards ~ ~1.~0 :.............................. ... ]. 2 .00 ' TOTAL ~"`~ 0 This estimate is bgsed oa permanent Highway 8pe~ifications. Thm clearing ie to be 60 feet in width. The road bed is to be 16 feet, with 2 feat $llowed on a side far ditches. No ~grado exceeds 7 p®r dent. Respectfully submitted, County Engineer. . %, %~ I~, ~,"^ i3secriptian of rS.~ht-~f-wa.y of the 1,-ee:~auc~;-.~~nter»Lt~dlo~' R©&d, acxo~~ c~ert~.~:n lc~ncl;s of thee Puget ~t3I1 Qoim~m~r', ae~ f'ollvr~a, 4 0."~1} ~ t , "' 1. ~; ~~;~'~.}? Of ~aAd ~~ fCe3t ~i.cdt3, be~~.n~ ;~~ f~~t;'i t~~ ~~h aide of _the; ~erx~t~r lies cad' trs Lslan~..--C'~'t~~Esr~~~'.-ud7l:ga'w-' R~oa,9, ~,~ the e~.~s 3~ nary surveyed av®r ~.nd a~r~rs~a thu $ot~th East guaxte~x ©~' the ~amuYh ~a.e* gvaartsr c~' ~e~Ctiar~ . ~, ~.~, '~nwne~t~p ~S ~ir~rth, cat R:ar~~~t 1' .'~~~t, ~. ~'. , ~~.id. ~~nts-r ~ lns ~sin~ =.~are r~artis~~,ar1y ~eeCr~.~sd ~,~ fol]..owe, 'Go•'y~':? t ~.- ~e~~inn~.r~~ at ~t~t~c~xa ~~'~~.9 ~s~ cy-: is a po~.xat .on the eat' line ~f ~~~.~. Q;~ctic~ ~, 5.1.3. i"eat '~f€~r L: caf the 9~uth ~:~~~ :r~rner ~f ~~.~,~ Ssc'~icn; ~hsnae~ on t~z~ arc a~` ~. 1~° curv^e ~Q th:e risrht ;t.~.n~x~t ~c a courses youth ~`~~ %.~"s' '99'e~t. nr ~.x~t~rd~s~c~tia ~.ng1e of ~~.° ~'9' 3 a d~.tancxs ax ~' ~ 7 ~ t''~enea T~zt~ ~?`° ?~~' ~. :~ ~ . ~ feet; thence an t;~s arc of ~~ ~.~pQ curve ~~+ t~~ 1e~f t ?'J • 7 f®e*; t~~~nc~ 5©ttth ~~° ~!~' 1Ve~et 1j3.. "? ~'ae ; tl~sn.ce on the arC cf ~ 2~7° curve to th~3 right l~?~.5 ~'ca y; ther~ce~ Sc~ut2a ~.~' ~~' ~~ 1'~4.~! i'eet; #'~~~~nce on t2.w a.rc ,,~. ~. ~~° curve to t~~!~ .~~ht ~~~^.~ ~'t~'!!'~~ ~Yi:',X2C2s ~C~Y`1Gl". ~>a ~.~' ";~`;t.? ~~' . ~ #~€sc3'A`.s ~i~13C76C Qyl the arc of ~. 27p ourve tca t~~~ 3~-ft 1~3..~a f~:et! ~i.ez~a~s ~td:~th ~~~ ll' hest 3..y{~.I feet; tilen+~s t~h th~* s.rc cif ~. ~t3° cL'r~reY tea $'~ie xi~rit ~€ ~F . ~, ~' ~ ~ ~+, ~ ~" a ~ Z" l Ear :~ ~, ~t1 ~'~1 1'~3t tv' ~' ~° ~ c: ~ ~ n'~1 ~At ~ t Ci ~ l1~ ~'+~ ~i ~ ~. ~:~14~ ~f thu Snuth E~.St qu~.rte~r ~t t~-s ^~~u vta £e.s ~ ~U:~.,rtejr of Se~bt~irm ~, in Tov~nah3p G'a ~o3't~1, ~.n~;s ~ ~G'~'L, 4r• ~• ~ '~'' F^ ~cixt-~ ~~G fist, :t,crs or Ze~~, ~r~orth of they` 9~~~h G~sst o~r~s.r~ oi' a~ax~ ~'~art~R-e.csre tract, c~+rt:~+,inn~ 1.,.~~ agree, amore ~:: ?eiea. 2. A stri,~ ai" laarid ~t7 feet • ;i..-,~, be: ~.,~ ~~ feseet oz~ ~vh. aids of t?~e cen~Gear ~ix~er off' a=.ic~ ~,e•l.:~r•1:.-Cezxter-Lud~:o~ ~toa~d, ~t~ the ea~:e is n~ava ~~~~t ~~.rvs~ea~! 'orre~~ and. aero,~s the Scuth 'set ~awu~~rte:~ of the StJU LiY E:~et ~;~arter bf ~~~etio~ ~. in 2a~rxaelh~.~. 2~ ~e7r th, s ~ l~sst, ~y. ~f . , s~rid Rerr:tex ~.$i~~! bsz~ mater part~.ou*- .~&ll"~.~' Cl'.®E~Cri ~~i 3~ fc3~:o~s, fiOW~4'i t~ ~-~ ~~~inni.n,~ ~-t ~x point on the ~a~} ? ~.~e~ o~ the South t's~t c~u~.rter e~' thy: ~ou'th T~:~tt qu~.r~~r off' aa.i~ ~3eaat9.on ~, t~~~ feet,. bars ar 2e-~s, forth ~+~~` the ~auth fact Qarner a f e~~i ft~rty~axte~. tr~t~t, be~.n the i3entie~l ,~4i~t ~f inte;rsec"~c3n l,~.et above tier acr~hsti, end cont~.inuin~ nn t~±~ w~rv of 'E1~.e: ~pc curves to ^6~xs right 1~.~t~p~.bove~j~ d~~~tp~ra~iasd a ~t~.st~.~zs~r: oi" +~:1..t3 feet,; ts~c® ~yd,;c~r~~h ~.g~~-p ~~' ~. ~~5:$;'~ ~~ ~ ~ feie:t,s. '~'kA~'2L¢~'1 ~~., ~i~a4' '~~Mr tJ~ ~C+. ~.~~ 6rZ..~.:~:r~.' G~'~ ~~~F wi.~.L 3~1.~ f'ss~ tnen~a~ Nt~rth ~~° ~l' 's,~t 4~'? .~ Best;. tYzencea Qn rhea arc of e. ~iQ ~,urve to tT~e left ~I. ~' f~~t, theac~s forth ~~° ,51' 'feat ~~.~ ieret;,; '~~,~:2'ic~ or. '6hez ~a;JCC c=f ~ l~}p at~rve 'Lt~ t:zs le:f't ~~.{~.? ~:st:''~r . t{~r:~Ilf?eL ~'i1-U'~h ~„~~ Cl~i' ~~l~~ ~~'.~.~ ~~`8'~'iN t~P1~Q~ ~ix3 ~'-Zl!! ~r'~' ~3" CL ~~A cur~rF1 ~.Cs t~Ie~~e.E~°I"t :~~.~ ~.'~k~~iy "~~L~"T:~'8' .~~'~'~`~"3 ~~J~ ~"~.' ~~st I~1..5 f~~~t; the;n+Ce on tYyW az~c c~' a 3Q° curve tc the righ'C 1~1. ~ f~;e*t, r..cz~e or lsse, try ~.n intar~e;ction with the ~~1~~9t Iine~ o~ tYie South ~'e3st gt~a.rteex off' the ~~uth ~a,~t ~,ua:~tsr of ~~ac~timn ~, im To~nehin ~'~ ~Yorth, R~~tge 1 "Meest, ~. ~.., at s. pt3int ~C17 feest- :cc~r.s ~or 2esa, ~ ~'axth of the ~ottt~i l~e~et ~{u~~rter of said forty- a.crs treot, anr~te.inin~; 1.~6 ~aorss, .~:~e or leaes. J~. nu_< ~•y 7'~h.. 190 Mr . t3eo . Johnson, Puget Miil Cc., Walker Building, Seattle, Wash., Dear Sir The County Comrrissicners e~f Jefferson Gcunty, hgve called for bids for the cone~truction of a two-mile section of the Leland- Cez~*er~-Lud?ow Road, which crosses an eighty-sore tract belonging t:~ the Puget till Company. T ~:~m enc~.ogin~ here~~ith a blue print showing tiie entire section to be ir~roved from Sta 0+00 to Sta 110+71),- also, two smeller prints showring t~,e A~il7. Cc~n~panv' ~ lands scrosa which trp right of tiRay is ~~~Q:rixe~., =~7~,~ t,a.~ co;~i•:.~~ t~ tn~, description ©f' said right of v~~ y. s=~ ~, d ~Y:ye~_~ ~.r~::e j'r,, jec,ted in ,lb, and ~.t t~i~t ti^erecjuesta t+G®re tna.~.~.e, T b3 iev9, fox the ri~!~at of way overall twf tt~Q ~filX Com~.ny' B 1an~s ~~n the, z~oute, but, ec far as T esn diecvve-r, these :vere .not granted. The pxegerit ;request ccvere only the lands crossed by t.ie section to bs bail v, p,nc3. I *r.~:st thLt it will treet with your early and f~~vorable consi~~er~Lti~nn. _ Yraurs very i~ruly, County Engineer. MILLS AT PORT GAMSLE PORT LUDLOW AGENTS AT SAN FRANCISCO POPE & TALBOT FOOT OF THIRD STREET RRr Clyde L .Peach County Engineers Office Port Townsend . ~~ash 9th January 1820 ALL AGREEMENTS ARE CONTINGENT UPON STRIKES. LOCKOUTS, FIRES. ACCIDENTS, DELAYS OF CAq RIER9 AND OTHER DELAYS UNAVOIDABLE OR BEVONO OUR CONTROL Dear Sir. ~e are in receipt of your request for Right of Tay for Leland -Center County Road through Section 5.T 28 N.R 1 6~.together with two blue prints of same, kindly send us one more blue print as we make all our easments in triplicate yours faithfully PUGET MILL CO by ~/'/ ~ ~/~C~ ;~~1~ 1 ~ '~~~ ~. 1653 P~ TGET MILL COMPANY WALKER BUILDING SEATTLE < °~::~-~ ~r~-r-~q OFFICE OF THE COUNTY ENGINEER OF JEFFERSON. COUNTY WASHINGTON SCHUYLER B. EDWARDS, COUNTY EN OIN EER PORT TOWNSEND, WASH., August 4, 1924. The Honorable Board of County Com:r_issionerc~, Jefferson CountT~, «ashinmten. Gentlemen :- The following ie the coat of con3truction as astixated from the original survey from Center to La.r3on L:~lce. x.76 mi. Figured for 20 feet in cuts and 16 feat in fills. Gravel 14 fa:t wide and ~ inches deep: -,- - Clearing 20.27 - acres ~ y~2~5 ~,-5776 ~ 95 Grubbing 9.65 acres ~ 300 2~S95.oo Exc. 14450 yds. ~ 50¢ 7225.go Exc. Crown and d itch 3500 yds ~ 50¢ 1750.00 Culvert 53~ feet - 12" ~ 2.00 1076.00 23 0 feet ~ 24" ~ 4.00 920.00 Gravel 4940 yda ~ 1.50 7412 00 ` 7 5 95 Estimate o$ added cost to construct 24 foot road in cuts and fills. Grubbing 2 acres ~ 300 Exc. 6000 yds ~ 50 Culvert 70 feet _ 24" ~ 4.00 190 fe%t - 12" ~ 2.00 600.00 3000.00 2~o.co ~X0._..0_0 __ ~~F260.00 ---------- ---31312.95 Respectfully submitted, County Engineer.. OFFICE OF THE COUNTY ENGINEER OF .JEFFERSON COUNTY WASHINGTON 3CHUYLER B. EDWARDS. COUNTY EN 6IN EER PORT TOWNSEND, WASH., August 4, 1924. The Honorwble Board of County Commiasionerg, Jefferson County; ~l'ashington. Gentlemen ;~ The following is the estimate of the cost of construction of the road from Center to Larsen Lake following the North Side of the Lake. ~'igure3 based on 24 foot road in cuts and fills and for gravel 14 feet wide and ~ inches deep. Clearing 17.2 acres ~ X200 Grubbing 10.06 scrag ~ 300 Exc.. Common. 14000 yds ~ 50 Exc. hard pan 2000 yds ~ &0¢ Exc. loose roa~lc 200 yds ~ 90~ E~cc. ditches 1500 yds ~ 50 Exc. culverts 100 yds ~ 1,00 Exc. mink X00 yds ~ 1.00 Culverts- 1000 f t. 12" ~ 2.00 15o f t . 24 ~~ ~ 4.00 Gravel 4215 yds ~ 1.50 3440.00 3ol~.oa 7000.00 1600.00 10.00 75o.ao 100..00 100.00 ~ooo.oo 600.00 251io.5o Respectfully submitted, Counn~y Engineer. .... ...,^~t fi iwKk3(` s~~~~, ~, ~4v. '.4 w~ - n: ,. ~~tim~ta o~ Old Loo~tion;- ~', _, ~f Center - Larson Late. _sta__4o.0o_.__L~ta__~.~6±---- ---------------------- First Tdile , _ Sts . 40 . CG-- Sty, 55.00 Clearing --- 1~50C ft. ~. 7 ac.~.`~^, _~~a ~~ Grubbing --_ 1~OG ft.~~dc ~ ~ ~ v------~-_- o~1--~0-0-~ ~)iCwvcLtlIlsr Z<oa ~ ~• -•~-------- x -~3~---t7~ b Culvert ~'_--C Yds . G ~J _____---------__/o,~ 6 ° a ~orr. ~r~etwl. 12" °- b' -- -- Z °i l9 V 5 -v o2' --- ~~ 1 _ %r~ gam: q~. 0 0 Gravel --__- ,}~- yds _, ~ 50 -_-_ ~ -~_-______--___ _ `}%/tea, GG.~; ~__- 6 ~/._v-.~ 3362,.°n a ~ -~1 _t_, /[~%~SO r ` ' 'Z ,~ ` '~ °~,/ ~: U ~~ ~~ T1d° ;T~lu Ctw ° 57 -- -- vt6i . 108` Clearing - `_ `~.~~~, ¢ ~ ?.@~ > > ~ --_ - _ _- ' Jrub'cing _ ~ -'- '1 ~ we ~ _ ~ ? . ..____ 3.00 _------- ---__- 1817 . CO 1 :, , a , ~::. ~ ~.xcavation _a 4~C0 y.z s ,~ 5v _._________ __-- 3c0.00 CG ~ ,' ~, ~ Culverts -----Corr ° ^~e t~:.l . `---- --------- -""- 2~+OO.OC ~ ~_~ ~_-r. ,, r xravel -__ 260 ft ° 12 ~ ___ ~7~0 -, of n-_- yds ~f 1 ° 50 __ ~`~ -`--- ~~ ~ 0 v o ~- ,,~, - ---- ----- 2~ 70.00 - ~ ~ - r8'b7.QO_ ~~~. ~, ~ ~ 3 rd. ',"ile Stw . 10~ --_- Cta ° 160 ;; Clearing -- -- ~~,`;.' ~'c ` ,€30 "~ J-1 -- -- .~ " Grubbing ~_ , __ ac ° ~ ~' ~QD ~~ ------ - ---~- 206.00 . ~ ~" 1 Exc~,vs,tion ---- trds '' ' ~~ 50 `_ _ --- _________ -- _____1032.00 '~/ Culverts -_ ~_ C e d:~ r -------- _-_ _. . ~ ~ .oo --- Q .~ .~ y- , ~ ~ --- 312 00 . ~ ~ 'a; Grs,vel -_----1790 udsX ~ 2_00 ' :~ ~0-_llt~' . -- 230.00 ~ ,,. - - ---- - ~ r..-,-------~---' ~ G ~ ~ th ° ':~i1e ' "'ta ° 100 - --_- to 1~5 ~ ? 7 ~-~ q , Clearin~~ --- Grubbing --- -_ 2000 t - ~'0 f~-. `~' s ~ _~ "r~aGjc. ~ ~c r , .~~_l_ ~_ ___ 1v7~+.OO ~ ;~> ; ~7 ~•-- E:~cavu,tion - _.~~° y3s . . ~ _- 50 ~ .~~J ----- -- _--_ 107~F < OC ~ -t -~, S_'a ~ Culverts --- - Cedar --- --- ---- ~~ _; - ~ ~~ 2' x 6~F o 2 ~ 2 ~ 2 ° 00 _ _ -_ 12sz , 00 ~- z~~ Gravel --___ _ ~ Yds __r_ 9~ 1 50 ~ Q~iO' ~-- ~ -~ 2 ~+ 9 .oo __ - ° ` - -~____ __ f a~ n` - ` ~~ ~ ~ ~ ~ ~~ ~ ~ ~ 1 ~ s ~ 5 k ~ ~ .t ~`,.y ~ b a ~ ~ ~ , ~ ~ t ~ ,.. i ~ f .. ` (lice .o# t~.e (~nxtxXt~ ~neer Je#fexsaxc fl~mrntg GIIY D. EDWAFDS~ ENGINEEB ~ATt ~IIfllkTbPll~1~ yw2T$~tkC~ltkC~ Sune 6,1916. k To the Boar~~. of County Commissioners, Jefferson County,l~ash. Gentlemen- _~ ~, I submit herewith two profiles showing the grade and estimates of eost per r~Eile of road. for the proposed road fro~r~ the end of P~~ma~aent Highway No.,l to Center thence to Leland Valley. Starting at the Permanent Highway N.o.l',the cost per mile is as fd~llows o First ]tile Clearing 7.27 -acres ~ ~135(me~i~tm;S~Se ~t:) X951.45 Grubbing 5280 feet -- 3. G3 acres ~ X150 -- 544.50 Excavation 5600 yds.~30~ - - - - - - - - I6E~O.OG Culverts Cedar 4' X 4' -- 135 feet ~ X2.50 - - - 345.00 ~ 2' X 2' -- Tp6 feet ~ I.50 - - -159.00 u 1° X 2' -- 104 feet 8 1.20 - - - 12 4.50 Gravel--1020yards~75¢----------' 765.00 Hrushing do placing logs in 2000 ft. bottom land 400.00 TOTAL - - - - - - - - X4999.75 Second mile. Clearing medium 4450 feet - 6.17 acres®~139~- #32.95 a light 800 " -- 1.10 ° X70.0 77.00 Grubbing 5280 Peet -- 3.43 acres ~ X150. - - - 544.50 Excavetion 5000 yds. - - 4 30~ - - - - 1500.00 Culvert s cedar 1' X 2' --- .352 feet ~ 1.20 - - - 422.40 u' 2' X 2' ~- g5 Peet ~ i~1.50 -~ - - 14?.00 Gravel, 7so yds ~ 75¢ -- - -- _ _ _ _ _ _ _ _ _ 555.00 TO TAZ - - - - - - - - - - 4I05.55 Third mile Clearing,medium-- 4200 feet - 5.75 ~.cres~~Y35.0~#750.30 Y light -- 800 ° - 1.10 " ~~70•Q - 77.00 Grubbing- - 5000 feet --3.44 acres~ly0 - -- - 516.00 (YCe .u~ #~e (~a~x~t~ c`~xtgrxceex ~E~ ~~ 2 C~IIY D. EDWAHDB~ ENGINFiEH ~vr# (ri[ofunsaxr~, xsl~ixt$#an, Excavation-4400 yds ~ 30 ¢~ - - - - - - - - -~1320.U0 Culverts. Cedar 2° X 2' - I04-feet ~ ;1.50 - - 154.00 ~ 1 ° X 2 ° - 115 feet ~ ~ I.20 - ~-- I 41.40 'Gravel S00yds. ~75 ~--------- --400.00 TOTAL - - - - - - -~359o.go Y Fourth mile Clearing medium 4440 feet - 4.39 acres- ~ ~135°*~~g•~r~ Grubbing -- 4440 feet ~a_ 3.19 scree ~ X150- #478.50 ~ceava,tion 4800 ~a~ds ~ 30¢ - - - - - - - 14.40.00 Culvert s ~~~ Corr. ~[etal I2 inch -2G0'~$1.25~325=00 Gravel - - 790 yards - ~ 75¢ - - - - - - - 592.50 TOTAL - = - - - - -#3695.65 Fifth Mile ~~ Clearing medium, 12-~-•0 feet~° 1.78 acres~~135 -20.30 Grubbing -- 1.2 acres - - - --~ X150.00 - - 150.00 F,~cavation 6000 yds ~ 304 - - -- - - - - - - 1800.00 Bridge 20 feet long, 3 # ~ #22 - - - - - - - 66.00 Culvert s Corr. mewl -- 24"-- 56 feet B X2.15- 120.40 12" -225 ft .~ ~l. ~-5 -° 255.00 Gravel, 740 yds. e 75¢ - - - - _ _ _ _ _ - - 555.00 TOTAL - - - - - - - - - - - -3246.70 Sixth mile. • Clearing light., 1300 ' -1.79 acres70.00- - 125.30 heavY~ 3550' - 4.94 185. - - 963.30 Grubbing,--- 4880' -- 3.36 acres ~ X150 - - - 504.00 Excavation 5740 yds. ® 30~ ., - - - - - - - 1722.00 Trestle'25i~~~24-------------- 600.00 Culverts corr. metal 12"-- 22S ft.@ ~I.25 - - 255.00 cedar - -1'X 2' - 60 feet. @ #1.2~ - 72.00 Gravel 1152 yds. ~ ?5¢,- - - - - - - - - - ---564+80-w TOTAL - - - - - - -X5135.60 Seventh mile Clea~•ing heavy 1720 feet 2.37 acres ~~IgS~ 462.15 ~ medium 2700 a 3.73 acres ~ ~T35---- 503.5 light 560 ~ l.lg r ® X70- - 53.30 Grubbing 5250 feet 3.64 acres ~ X150 - - - 546.00 ,._i r (mice .off #~.e (~uu~t~ ~x~tneex ~~ ~ 3 CiIIY D. EDWABD9~ EN(~.INEE& - ~QL`t ~IIfUxtSE.tti1', MS~{tkC~II.LT, Excavation 5530 yds. ~ Borrow 400 yds. ~ 30¢ Culvert s cedar 2 ~ X 2 ~ 1' X 2 ~ Trestle - - 16 }~ ~ X24 Gravel 1170 yd~ ~ 75¢ 30 ¢ - - - - - - - - -~2 6 4y . 00 ---------- 120.00 140 feet. 1.50_- - 210.00 202 ~ 1.20 - - - 242.40 ..__________ 354.®~ _---------- 877,50 TOTAL ------6077.90 ~~th: .1~e Clearing heavy, 2740 feet -- 3.75 acres195--X737.10 medium 1000 r -- 1,35 Y ~ z35-- 1s6.3o ti light 140 r ~- 2..13 " X70-- 149'.10 Grubbing, - 3.64 acres - - - ~~150 - - --0 546.00 Excavation 4500 yds.- - - ~ 30 ~ - - - - X1320.00 Borrow 700 yds. X30¢-----_______ 210.00 Culvert s Cedar 2' X 2~ - 50 feet ~ X1.50 - - - 120.00 Y 1' X 2~ - 214 feet ~ X1.20- - - 256.50 Gravel -- 770 yds. -~75¢ - - - - - - - - - _-.577.50 TOTAL - - - - - - - 4132.80 Ninthr Mile . Clearing medium 3160 feet -- 4,37 acres X135--559.95 light. 2120 ft. - 2.92 acres~~70.00~-204.40 Grubbing 5250 feet.- 3.64 acres ~ X150 - - - 546.00 Exeavatio0n0 y 6500 ~Od~. ~-30¢----------------15~O~o0 Borrow IS ds. ~ . Culvert s Cedar 2 ~ X 2 ~ - 214 feet Q ~1~i0 - - 321.00 Y 1' X 2~ - 215 feet ~ 1.20--- 261.60 Gravel 0 ds. y. `. Tfi~st 1e595~y ~2~• 30¢-------- ----- - - -- . -- 130250 TOTAL - - - - - - - #5955.45 This estimate is based ors Permanent Highway specifications. The eleattr:~g is to be 60 feet in width. The road bed is to be 16 feet with 2 feet allowed on a side for ditches. No grade exceeds 7~. On account of the varying prices for labor and powder,T cannot guarantee these estimates for any length of time. Respectfully ubmitted, B r r Coun Engineer. ' + 1 >_ , C 0 N T A A C T ' RESPECTING A PORTION BF THE LFLAbTD-CENTER~LUDLOW ROAD BETWEEN PERIMAD7ENT HIGHWAY L~~,` NUBdBERED ONE & CENTER FAO STATION $66*38 WESTERLY TO STATION 186+00 in JEFFERSON COUNTY,WISHINGTON~In Duplicate)o i THIS AGREE~NT,entered into in duplicate by and between Jefferson County,a quasi-municipal corporation of and within the State of Wa~hington,by the Board of Commissioners of said county,composed of C.I.Wanamaker,Samuel Curry and P„P.Bowman, through the undersigned chairman of said board,on the one part and hereinafter called "the Bounty",and James~Coyne of Port Townsend,Jefferson County,l~ashington,on the other. part and here- inafter called "the contractor", WITNESSET~i: That,~'or and in consideration agreements and payments %ZPreinafter specified a~ the ®ounty -the adequacy 'of which consideration edged as binding and sufficient by and upon the s®ntractor does hereby covenant,undertake,agree perform as follows,to wit; of the covenants, s incumbent upon is hereby acknowl.• contractor.., the and promise to T, To do all the work and furnish all the materials necessary to conatruct,improve and complete the portion of the Leland-Center•Ludlaw Road between Permanent Highway Number 1 8c Center from Station 266+38 westerly to station 186+00 in Jeffer» son County,Washington ,in accordance with and as described in the attached profiles,maps,plans and specifications,and pursuant to the bid of the contractor t;hereon~•all of which including ~ce,id bid are in words and figures verbatim as set forth in the originals thereof attached to the original of this contract and in the copy thereof attached to the du~?licate of 4.his contract, to which reference is hereby made and which are hereby made an integral and inseparable part hereof,and which shall have the same effect as though the same were fully inserted hereire~and in full compliance with the terms,conditiuns and sdipulations Of this agreement II. 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 Engineer of Jefferson County, ~I'ashington,hearlinafter called "the engineer",and his decision as to the true construction and meaning of the profiles,mape,plans and specifications and also of the 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 p®nform to and abide by the same,so far as may be consistent with ±he purpose and intent of the original drawings and specificationso III. The contractor shall provide and bear the whole 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,conetructing and completing the work above described and referred too IV. Should thA contractor at any time refuse or neglect to epppiy a sufficiency of proper 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 any respect in the peeforrnance of any of the agreements herein contained,the County shall be at ~> libert after three da s written notice to the contractor to ro- y~ labor orymaterial8 and to deduct the cost thereof from '', vide any such any money then due or thereafter to become due to the contractor under this contract and if the engineer shall certify that such re- fusal,neglect or failure is sufficient ground for such aetion,the County may,by written notice terminate the employment of the eon= tractor for the said work, and may enter upon the premises and take oasession of all the materials tools and appliahaes thereon,for p the purpose of completing the work included under this contract and employ,by contract or otherwise,an~ other person or persona to finish the work,and may provide the materials therefor;and in case of such discontinuance of the employment of the contractor,he eha11 not be entitled to receive any further balance of i~aesxax the amount to be paid under this contract until the work shall be wholly ~inished,at which time,if the ~asaas unpaid balance of the amount to be paid under this contract shall exceed aa~iax~aapa~c~txsa~~t#~ the expense ~ncurse by the County in finishing the work,such excess shall be paid by the County. to the contre.otor;but if such. expense shall exceed such unpaid balanee,the contractor Shall pay the difference to the County,. v, The contractor agree$ to complete all the work called for under this contract,in all parts and requirements,before the ~_ day of ,A.D.1917,provided however,that the County shall have the right,at; it.s discretion,to extend the time dor the eomplet~ ion of said work,but no extension shall be made unless endorsed hereon in writing by the chairman of aforesaid Board of Commission~• ere of the County. All requests for extension of time must be acc~ompan#~~ed by an agreement of the surety on the bond of the con- tractor to such extension. VI. Time shall be the essence of this contract on the part of the contractor,and in case the contractor shall fail in due performance of the contract by and at, the time herein mentioned,or by and at such anther time to which. the period of completion may have been ex- tended,he shall be liable to pay to the Bounty as and for liquidated damagea,and not as a penalty,the sum of San (10,y Hollars for each and every day which may elapse between the appointed and actual time of completion,which said sum is hereby agreed upon,fixed az~.d determ- fined as the damage that will be suffered by such failure to complete • ma deduct the same from the ' t e Count within the time named,ano. h y y ~, amount due or to become due to the contractor,and such payments or deduction shall not in any degree release the contractor from the ~ further obligations and penalties in xespeet to the fulfillment of the contract,nor any right which the County might have to elaim,sue far and recover compensation and damages for nonperformance of this contract. vII. Payment shall be made for the work and ~bor performed and materials furnished under this contract,in the lump sum of SEVE1J THOUSAND SIX HUNDF.ED NINETEEN DOLLARS AND THIRTY CENT5(~76I5.30) according to the eontractor~s bid and proposal hereunto attaeh.ed, , now referred to and hereby made an integral and inseparable part of this contract,and in no other manner. The engineer shall determine the unit quantities and proper classifications of a1I work done and material furnished under the provisions of this agreement,and his determination thereof shall be final and conclusive and binding on the contractor. Partial payments upon this contraet,nat to exceed ~~'Y'^~~v~e]q~DmC@~~ of the work done, shall be made at tY~Ne request of the contractor, once each month, said payments to be made upon the estxsaates of the engineer. The schedul?e of prices to be used as a basis of partial payments shall be based upon the prices in the preliminary e$timate of the engineer,which prides shall be increased or reduced in the same ratio that the lump sum pride bears to-the preliminary estate of the Engineer,which prices shall be increased or reduced in the same ratio that the lump sum .... prioe. bears t® the preliminary estimateagiaal payment toria~~_____.__-. work shall be made within thirty Bays after the entire w®rk has bees o©mpleted and aacsptsd and oertifioate has been cads by the engineer that suoh work has been fully completed in aooordanoe with the oontraot~profilss,maps~,pland: and spealficatlons~,Frovid- ed,that before the making oY such final payment the contrs,otor shall show to the satisfaction of the oounty that all dust debts due all laborers~meahanios~,materialmen and persons-who hss have suppl`od suoh oontraotor,or suboontraotor~with material or goods of any kind for this work,have been paid, It is mutually agreed between the parties hereto that any payments or oontributions due or required by Chap..74 of tre Laws of 1911(Indu.strial InseAct) as amended to date., may be deg- duoted from eny payment or payments made to the oontraator here-- in,and that the sum or sums so deduoted shall be determined each month upon the basis of the work of such month, and shall be made upon the proper written sat*ars order an8 demand of the Industrihl Insurance Commisaion,,a notice of which order and demand shall b e served upon said aontraotor prior to making suoh doduotiono It it is further agreed that the oontraator herein,or any subaontraotar or contractors employe8 by them,shall be ~ub~eat to the proviso ions of said sat as provided and required in Section 17 of said acteProvided Further That,if prior to nay payment. being made the ootanty receives notion from sny person or persons thtt any labors ors=meohanias,materialmen or other persons who have furnished or supplied ooatraotor,or any subcontractor,with any ts'~ca=az~labor, serviae,materialygoods or provisions of any kind in oonneotion with. the oonstrustion of said work,have claims against the cow tractor,or any suboontractor,for any suoh service or thing for which claim any suoh laboror,mechanioymaterialman or other perms son would be entitled to a lien under the laws of this state were suoh work not a public work,or a proper claim against the bond in suoh asses required by law~,the county shall have the right to retain out of the payments then due or to become due to oontraator an smouat in addition to the 2j~ above provided for to be retaiaod until final completion of the workysuffiaisnt t® Dover all suoh alaimsaof which notioe shall have been so given,, until suoh claim or claims shall have been fully satisfied and paid, and reaoipts in full for the same shall have been furnished by oontraator. to the oounty,aad said oontraator hereby expressly agrees to pay all suoh claimso VIII, All payments under this aontraot shall ba made by the County Treasurer from County Road District Bool Fund,upon warm ants o~ the County Auditor issued upon presentation of proper vouohers by the oontraator,said vouohers to be approved by the Board of Commissioners of the County,an8 no payment shall be math f®r any a,leration made during the progress of the work unless the same shall have been approved by said Board by resolution sad a Dopy of said resolution tr`an~mitted to the engiaeer~snd, in Dees of final payment,to be acaompaniod by the oertifioate of the engineer as aforesaid. No warrsatthowever,san be issued for any purpose against aforesaid fund unless there be sufficient money t® pay suoh warrant in such funds I Xo Bo alterations shall be made in the work shown and dew soribod in the attached plans and speoificatfons except upon the written prder of the engineer as provided hereinbofore,and when so made the value of the work so added •r omitted shall be aomv posed by the engineer, and the amount so certified shall be final s8d oonolusive,and binding upon the aontravtor,and shall be adtit sd to or deduatod from the aoatraot prices S. The contractor shall provide sufficient sale and prQgor faoilitios at all times for the inspects®a mf.t~e w©rk by the a4~~t~"dw~i~r~o ~4~~i~m t•~•d4nc+ci- N•m~'~~~~~a~m~•o~w~~ py~' Ko~l~'~KNOm~'K o~~~N Nm~m~ ~+• ~ ~N ~~m~+ca4a~~~ro ~m mm r~c~m ~ ~'~E-'K ~+~ ~-~ w~wsY~dN• omN ~c+f-~UIK ~N~ ~do~d o ~, w4~Nm~~'oo~~+'r~a ~~m~~ fin. ~¢mK~o ~ Q7c+OcFK ~~ow~ ~~ g~om oro K~'~m ~+w~i ~+dmm~K~h ~ c~mw~ ~~~h~o md[nK ~~ oom m~~~~ ~ cK-!• d H `'~ N• ~. n~ ck ro O tip' O `{.7 cr ti f-h Ul ~ K F ~~m~ ~Hct•C~[nhi mwrdH ~p~~m~' o~Ko cuoo• m~+ mFhmo.. K~mw~~ oK ~m OKc+f-'t~ m ~ ~I ~•4om K K~P~mN~mKm dm d ~~,d mH ~~~o~~c~~~'~'~KK~oc~~~ x~o ~ ~.~mww ~+ m o~o<a mwoKc~ m~~o ~~mK~m ~~ a oK ~o ~~mro~ ^m~r~~~ ~ oroN~~~~Km m~•mt~ w~~~ ~~+. w~-ro ~~ ~+ K ~ Kww N~nm ~I KmmcF m ~om~•w ~+~'~ A~ K~'cF'r~i ~oowN~ om~~''~o-t•mKKo~~m~HNfi u ~o~~K mN~r~~~ H~'m~+ ar~mm~' p~m 4~ c~~NO~,c+m~' KK m4~t~ m4~ :~d~-N~~ ~~~ cduK~~~~o~mN~m~ i ~~oo ~d KNw~nmfimP~ wpm ~ .. d ~•Kw~ ~~m~ c}m K cF do d I-'~i° 5 c c~ o ~~C~q o ~ ~ m ~ p-~ m mot- ~ N~K m ~r~ ~ ~~ o ~ K o r• mK~~ o~m~Km~om~,o o~ w~~ ~ a~ ~' m~ DC~' o~ oNwmKoo md~' ~~K~+moQ~o~K ~o~~~+~ K~c+N~~ 4~~~~'~~OK~~K~rop`~7c~.~K`~ I ~,.m ~KmNC~p ~+ow KomK~- ~d~o~ KP~u~~m dK ~m d~' mom ~~~od ~cfi~N~~-Km~oFN~woom~ I-'KI~''~ ~o~~ w~ro~~~'~' ~ c+KC~K w ~Kro~ om w c~~+odC~' o~o~ cfp' ~w ~+c~o ~~ m~'~om~'m.ro~~hro oa~o~ ed~~l-' ~+o~mmm~o~~N ~~ro~KN F,.t~NNOd KK C~h~ro~'o~~NC~u~~~•ww mm~' ~KN.owu~mK4~ m~+mw ~~~~K~ ~+mm~-ticrN~m~'oKo~d~'a~~ m o ~' m ~~ ado ~ wcn ~+~ ~'!~ o m ~ N ~'~h€~;-s•o w~-~n m ~ m ~;,Nm m m o~N ~ ~9~N~mc~mm~~'~H ororn~~dPC ~~K,~r~~~ roKdroKm~d~mo~~-~~~~ KO F-~H E'•(DU1cFm~~'~ro H ~m mwm H Om 'D E; H O ~O~ (i'?f-~~ ~H~• ~'~ O f-hO N•ti'' dN N'K c}•~ o ~ a ~. m r~ }-hw~ o~ N~o I-'H ~~~ h'K H N•4~ ~ ~ • o N• ~~~ ~ m m~~ K wwm K ~?od ororo~,m~wom+ KogK~ m• '^o~~mffR ocn~~~dm~h mw~-~n c~~~ l dp~N ~-~+K~~~+ N• o~~ ~~~oo~~ t~~~m~-m hE~mmK~o~~mWOO~mN~' a~Km mo mN•~-c+U~~~ f ~~~~h ~~~i~~~m~4m~~ omK~m~d ~~'~~a~ mmc~~o~~de4H~N~~~~m H~o+oi ~K~~'m~Kmo`~N. : Ko~m ro~,~+•• ~ ~oc~~ ~~ ~ o~~KoKma c+ P~m° ua~d rom~~ ohm ~-~oK ~~mm~ 4~N~ ~Mwm~,ow~'~hooq ~~' Ko~u;s'mro m~aomw~,owK~'~o ~., ~-o~ KKk~N• ~h~ N~•~mw m~+~4~ r+~-K:~~c,~oK '~'c+K~fA~ o m~ m~ m~~ m 0 dro• ro "!? ",YID o m N w~ ~,~ ~ a ~F~ N~K ¢m (~ ~'o ~~m ~•~~ ~ ~a~~ d ~~do E-h~ ~ ~~ ~Ncm+ ~~ma d~~t~~-oKm m ~~h~A~o ~+ a'o~ ~'~ caN•~w4~~h ~K~~+o m r+w mK~ ~;wmc+~~rnKro ~+ ~'w~iE~~r-j ro~;~mK ~~~•€~Noom ~~'~~~ad o ~~~ maz m~+om¢oK m~ w~+ Kos ~- o ~ mKKP~o~cDcf~Kc+~'d'~ Hooro ~~~o w~odo4~ c~N~~~ r~~'~a~m ~Ko~'~•~oP~~~~drn~+mo ~~m~5m~ ~o ~ r oN•N• ~w w ;s'ororoaoaow~'~'~hi-h d~~rn room ~~o~o~~ o ~~o ,~ ~~~m Km~hc>~4~KN~~+~ ~c~4~C~ coo ¢m~d ~~~no~-roN~+K~i~~~~'mo ~~ ~wN ~r~ m oo~e ro ~'K~d m P~ Nw¢ ;~o NN• ~~ o m N K ~• o wm~Nd~Ko K ~~m m 4~~oF~ ~~p o ~oOK'~Kf-ZI-~C~cb!s' mwb~ w~ m~~. ~y ~~d d~` h3w`~c~o~• ~a~~'~C~'~~•~~~~d~,d~~ro ~pc~c~m cf•ol~cF Nomp~ P~~.,m~N. ~ ~a~~ ~- ~oKw~m~+m~' ramKm~' ~roo~ro oNmroN~~[~omroKro~-c~+o oomw ~,'Q~KI~ ~~~m w ~'~ ~N ~K~ Km • Kc+wKFJC` am ~wN mOc+H,(' N~~+m I-'Ka~ m~~'K '~ ~.~~. ramK~w~~•~o oor-hd ~d pp O ~ Fy (~ N~ Ul wm ci~m ~ ctc''ro `S~ m ~ fJ'~ oG ro N'~ 4-hO S-+' ~ oKt~~ ~¢~c~o~A~~~~+o ~'~ : K~~mmm m~Qmpc+~i-h~K~~rwKr~nH ~'~ o~ wdct•~ ~ m K ~ ~4~ ~ ~ ~~O~wc+cF 4~~' ~~~~~ c~h(~FmNO dm~(pR~ro ~KOR~P~WN•~G,'O~'I 1 ~pK~ rh KKcFp'OdOK `~m ~~ ~ H ~' 1 ~~~ •i ~~'Kc+ m ~ No`+ ~~w H w ~ m l • 1 __ - _ _ _- __ -- -_.._- . _. 1 _ :, ~h~h~h~n~mrn~m~d4~~v~uzwa ~KN•~c~~P~m~o~"~A~4~mo~ ~.a K 4n '~ K '~ 0~ cF hh O cF EL`i rC ~ ~ '~' ~' ~ m ~wm~~+rommdmromw~~ ~' ~ ~ ~d m ~ w O ¢~ U1 C4 ci• ~o~ Kod~omN~ ~o! ~mc~om c+m~t~~ m~ooK: o m ~'~w ro ~~, o ~~ E-h~ ~'d~d~~OOa~ON•Fi~m~i cFw' 0~ ~', ch (D (~ '~ S~ ~ O r`~ K CJ ch ~~. oca~~No ~rrot~m~~dmam'~ oorn¢~~m~'N•m~;s ~~a w~t-~K mKro~ mro~ rwm~+~P~ w~ mK~K~ O, Eta ~ N•~ t~. bwK c+K , ~ y ca~~m'~mo ~I~K ON c+w~c~m ~r~l~'~~mNmo N ~'~ ~'m~ mcr4 ~~ ro w~+~+m • Nc~~mwmd ~~~ ~cF'r~K K ~oo~NUaromdNmrom am N ~r ~o ~N•dmoE~^~~m ~~~~rooP~i~~mo~m~K~m:~. , Fh ct K w ~+ N ~q K ti' F'' '~ ~~~ ~K~-Nm~t~~~m ~h N (J Q7 m ro ch ~ i3' O cF w W ~K oc+ Nm roK~ ~~+d beam '~mO~f N• ~'mhm~nm •. two ~rKK ~~~h ~-;~m ~ ~ O K N• K N• o ;~' (D Pr '~ Odd f~p~~mK~~Ko ~ mr~oNm~mKty ~aN•cr• ~wc~ooNdo~- ~ ~ om ~~a`cF P~~~4 CJKQ7C~`rjD7~ ~; n ooq~N~,.~N•m~+~~moc~m. o ~mo~um~'ua~;~'o~ FhcF~d ~ mmF;NOm~rS mN~m N•K ~. ,~ N~ o~ ¢momH ~ .. K E+•m ~r~omodd~~~ o~,~Ndro ~ K m mKo~,Kroro~ (~~ctN .. ,I f-h ~ ;~ c~ o ~t• t~ K~ ro o m w C K ~ ~ ~ ~ m ~ ~~~ ~~ o c+o~? ~ ~ ~, m 1 V~ ~ .. ~~or~-vro-sa~~xr .az- ~zny---v-r_.-~_ of his duties or obligations thereunder. The contractor shall also assume all liability for and protect the County from any damages or claims arising from the use of any patented articles or devices in any part of the vrork. XV. It is a part of the public policy of the State of T+lashington that all work by contract or day labor done for it or a.ny political subdicision created by its laws shall 'oe performed in work days ??f not more th2,n eight hours each,except`ain cases of extraordinary emergency. No case of extraordinary emergency shall be construed to exist in any case v~here other labor can be found_ to take the place of labor which has arlready been employed for eight hours in any calendar day. In case of the violation of the provisions of this article the County shall have the right to cancel this contract without notice,a~id shall have the right to complete the work in the manner provided in Article IV hereof. XVI. The contractor agrees to execute and furnish. to the County a good and sufficient bond,to be payable to the County and to be in the penal sum of the full amount of the contract,conditioned that he will perform the work upon the terms,within the time,and in accordance with the contra•ct,profiles,maps,plans,and specifications,and that he will indemnify the County against any direct or indirect damages that shall be suffered or claimed for injuries to persons or property during the construction and improvement of such highway. and until the same is accepted;and further conditioned. as required by l~,w :For the payment of all laborers,mechanics,subcontractors and materialmen,and all persons who shall furnish such persons,subcontractors u•nd materialmen with pro-' visions or supplies for the carrying on of su~¢h work,and all just debts4 dues and demands incurred in the performance of such work. If the County shall have reason to believe that the security on said ~aond has become impaired since the execution thereof,or is insufficient;it may require the contractor to furnish other or additional security. The County hereby promises and agrees with the contractor to employ and does employ hire to provide t'r_e materials to do and cause to be done the work upon snid ~~~~ hightivay,to complete and finish the same according_ to the p1U.ns anc± specifications and the terms and conditions herein contained a•nd referred to for the prices aforesaid, and hereby contracts to pay for the same. at the time e•nd in the manner and upon the conditions above set forth. The contractor for himself,and for his heirs,executors,admin- istra•tors and ascigns,does hereby agree to the full perform€~.nce of all of the covenants herein contained upon his part. In ~~itness ~~~hereof,the said contractor has hereunto set his hand and seal end the said County has caused. this instrument to be executed by the undersigned chairman of its Board of Co~missioners, pur uan t to resultion duly passed heretofore,on this ~~' day of ,A.D.1917. ., ,-- ~; SEAZ),Contractor; m / JEFFERSON COUNlY,V`dA _:HINGTON, gttest~ By ,Chaffrman, ~Ir~~ ~~~Bcard of County Commissionerso Jerk of said Board. ~ ?~ ~' u I F I C A `t IONS '~, fdr the PpRTJfO~ OF L;~"LAN~i-CE1~TE~-LLTDLO~ ROAD ~I betv~een Pe rzi ent R dum Cente X86+-0o j Jefi'er~+on bounty, !k'~,~~hin~tc~n. ~ Office of t:,u Ct~unty En~iriear. Dece'r:~ier, 1816. Guy D. Ed~ards,~County Engineer. FORK ~'~ ??E D4~~~E. ThQ ~rork tQ ae ciore sh~.ll include tYie furnish.- irz~ of alp tapl;,, ir~~le~~:nt~;, ar~aterial ar,~ 3.e.~ox necessary tC bLiiid anc ~;Ut in vn~~~lete c~r~er, accorci~x~ tc~ til0u s~ec`ficatians 3t1..i a3CC3r~- R:,€i1Zyi~1~ pl~.zas ~.n-'4 ~;o t u sa tisf~.otian of tl~c: Ert~;ir~eer, tote aeCtion of ~'~ oad as hereinaftex• ~.escribed. OLEA~RI~IG. 'The xi;ht of ~a~ m;~:~ll ae cleared tc tlir v~i~.th o#' Thirty (~G) feet e~.cf, side ai' ttx~ center 1i.:~e, car as st~,:~.11 c` des~n~ted r~Y the Lrz~ina~r; e.l tre:;~, 'brush t?r crt31Nr• V~~Bt::ipla,~'atter within the s~,ace d4ei~riatec~ to be cut datlrt, and tYr,~ same to be ~att~c~refd with all. other 1o~s, brusti~voac: ana fences, alrcaJy 3o~n, sh~~l. be burne% gar res~ovecl from tha ground as thW ~'r~~ineer may 3irect, so as riot to inure the sd- joinir.~ lan:~s ter to ob3t2uct the live ci' f~nces alc~ri°, t}isa ~oun~axiee of se.ii r•i;ht of way. Trees desi~;n:ated ~y t?~~w ~'n.t'ineer s~'~~Z11. be left et~.ncing enc. es.rc s~3~.11 be exsrciaed b~ t:he cantx~.ctor not to ds.zpse~e such treys in fellinr~ a3ja,cerat ti:~ber ox in t~arrzir~~. All.--:.~erchantable ti^~ibex s~a.i.L oe cut into 2o~s of stan~.aru 1en~ths a.n_=~ ~eCked alpii~; the ear; ax tt~s clearir~ or vaitYain the right a.E sway o~at;~i~.c ai: tt~ie olse,ring, fxae from rubbish ar~r ~~art~'~2e~ ~ logs. Lama tT`Sem must be cut ~~eot more ~ then Four (~) feet froz; t~~e ~rourid, a.11 :~*~~=21 trews a~n~~ orue:~~ to he cut 41ose ~~ tt~'v ~~' 2'C~'llnt~• ~''`~8ii 4h~ Q~LJC~r~~~~i 1~ 4:J ~i s~l ~ievd ~~~ 1 ~v ~i Y ~.~1 it ~ii ~i.l~, it will. be re~1uirec ±o cut, tie trees, atu:~F~s ~wn~ brus~i olase to the ground. GRU3?~I~G. Frorr3 t,x w s,~ace xequired l'ar t}zw roe.dbed and neces~.ry slo;~?es and side dra.ii~s, s.nd what8ver s.d~.itozla.l ez;~,ce may be Eequired, ax~aep~ share the ~rsaevatione are Three feet ar wore in depth, ©~ a~~iaa~c-~ i I~ ~ - ~_ _ _ ~' s r, T_ ;, .., ~ .., ._. ~. ., :F, ~. ~ ~ ... manta tiro fe+~t ar amore in ~~:eight, all stumps an~-1 other' waod, or vegetable rater i~nbel<.~ed in ti7:; ~;*cun" t~~11. ~e ~,ruY~'~ed up, z.ri~ remevew ox siie- paced of a,a the En;ir~p~~r may :direct. GFt~nII~G. 'Chi r?~c; ix~ `n<~, ir.~~1u~. ; ::ill a}awn axcavatian.s, channels, anti ~~,r,~:~~;,nl:~,wr.t::J reruiz.~s fer ±~,,~ wGr-aa.tiGi: of tlt~ rcaa~: bed, an~.i digging at' x11. ~.itcheg, CLtttltl~ c.f ne:~ e~an:zc2s ~`ar strs:~rr.s, ~3re~,aring faunda- tiarYC= ~cr :;u2v:;rts, c~tc., thr altering of alI hivhti~fuy, cir ~:~rivate roads an:~ .;~.1 ot;~.er c:.xes.vwti4~n: ar erbw~.x;ments or:nected ~~ith ar incident to t~-,a con:ztructivn of t:~ ~c~o:.. ryicle ylo~~es enc. sur~'a.es t~f tine road~y ~h~-:.13. be spade accor,~iir~ to t crpuc-s:;et:-~n:~ an::l gall ~.reg3ec~ to true 1in~~ ani grades. The stapes ire the rock cuttings sn31i be gener311y, ane horf ~ontc.l tca faun per~.er:dicular, an.i ire amb~lnk.r~cnt:~, ane ~n~. one- half horizantc.l to one r~sr,vndicular; anw in earth csttir:gs ;;hall. be gener311y on« hori~Gnt~.l to Anc ~erpe:~3iculs.x, but ~h~;uevc:r dre~~tted nec~aa- eery,. ~ the slapgs sh~:cll~ be formeu irl sucxi ;~:~n:•:er as-, the. ~;ngireeF :gay prescribe. The materi.z.ls car~pasing tt:e e:nba.rYrment.w mu;t be entirely im,~arimh= aUls s,nd ~cl~enever the nature.l surface upon which thw esribankment:~ is to be pl~.ced is cf suc~ :~o,tur~.: ac in t.~c apinian ci t ~s Engineer, ~auld irrp:~.ir t~'.e stua.bility er uuefu3,neas of the crnbank:;nerit, it .':tall he removed to such ~ai~i,th c.n;~ depth ;~~ th~~ Engineer ma.y ,iirect, and. th:~ na.teris.l ao rernov'e~~ disposed of acec~r~.in~ to the dircc tier: of trc Engineer. In all ce.sss ra~~erc t~:e Engineer may deem such: ~. course neceaJa~ey, the cuttings ,t~.~.ll be ~ma~.e from:. one to one and ane-half i'act below grade;; and ~rherever clean sane ar ~;r~,vel, ar other snatcrial aieemed ~,rv,~er for such ~. road Ued, ca.n be abtain~d, tr.e same Shah. be procured bey t~ze case- tractor, ~~;cr: require3. by thy, ~'ngir~ser, ani deposited as the Engineer may direct, and such extra ~rark shall be esti:r~a.ted and f~ai3 far at ti:e sam$ price per. cubic yard as i;~ used as a basis on ether excavations. All excavations :;hs~.l~l , i required, be to&en ar hauled into the nearest e~~,nlcment to the extrea~~; dists.nce required by the; Engineer, the surplus beyond. what is necesss.ry to farm the contiguous embankment, is tv be riis~sos~d of in ex~endisag the embankment ~rlong oae or bath sides -~ ~. .~ ~ _ ~_ ;.. ,: ; . ~:~ oi' the same, ~~3.enin~ the. unift~r~I~, or is to ba dis~aosgd ref in ~raete ~iank,s or othsr~riss, as t~~ ET~~glnc:,.Y" Syr tllx'BCt, .~n cds~:s ~r11er3 the r~u~..~.ti t:;~ a ~ tai. Wc;ria.2 t ~.~ -;z:w'rc° t.~~ x°:,tklar c at t ir; ~s :,,j;~ll nc~ t tai s~;f- ~1G'y.wr~t L: t3 lorrr~ 4~~ti xtii ~'.'.1~/~. b~~ v4ill~c~iu.a ..~...Rrf~#j j, ~i;.;-,' ~.w~~ Z.~.r2~n~i~ ~:~Z~4i.1. U~ ~~~.'." ~`11'w~3., ,=~;J u'~:tiY.i~ v.<, it.~C:~~1:'a.i iiC;i:_. i,:,~,. ::.ii:~~1t:'.~'.rit, ~TiZtlil:lfl a~ ~1dCil ~:!Ir";L<:vS d~ }, Ka r, ~ ., ~ ,... - .. ~ 4 ~l it r ~ .L ~.r ~r ll ~i ~.. ~ ~~,~~~. °x ~:a~~y w..~.~.. v~~ 1_u.:. ~,xa~:3,~~, . .. , equ3~1;{ cx' urixkc~rruly caia c~~,~ cr ;:c~tr~ ~:~aus c~ t1~a sau~~:;, cr, xn :such :canner 3u ~:.,~ .;:.T1~~.ZI:;'',i' "?<~.~ ~iTG~wt, ~z~,~ i,~c;,' s3~.Ca Via. ~.i2C ~..~ccuvatiJZ13 in 311 c~e$$ Sh~l1 "J£' aX~'t:yv~ 3~ 5"tlr,'i. 3.~+.,t7;,7.~".. ~3 i;:il:: ~n~irlC'..'^.I' :?9.i,~ diI°:C~, ~3,r'QVi~~CI, t:f13t i.~ vY.,~ contx~.~~c tox- sh~1.1 ~~a;r~ ~lt~:;c~ such axcavatica~ ;y ti1~~ 3irac Lion o~ . t~~~ En~;ir~virz 1~aoicre ~:~i~.:;~{iz~~ tii~: 8cccr,M dine Nuc4~ rcu,~~e~7aaticr~ a; a`~.1` . ~Y;.:,1n~.L#,:,~" ctisa,11~. ° ,;'r't)vi:3c there ~vill bs rzo aceue~ala t~r~ cf tfiZe ~;raur:%i ~rat;;r it close tea t~~c such ~s.tAr lire. s;~,::e°~; ~~.~ ~>~~..~,11 rcGeivc i'ox• ~lo~irz~ thy; tt~~ Ei~.~;iriecr may 3c,~rr~ f~.ir and. res,:~crx- °.. tsx er~c~ b~rxov~ fit in s~tcli ~i..rsnar that st:~~nant ~i~ter. In localities u~~~~cre surf~.ce, ~i is s~x~.11 tie excav~~ tee c~elo~ Iri wl~. rs.ses w~":ex tie ebank~ent i ~:le.cet~ over culverts, the. mtt.terf:~3. ~;h~~.ll ~e t'3;w,;c~it~;~a so ss to wause r3o i~~~:rc~er ~Crs,ir~ c~r~ t~,~:~, ire ~.ucc~ cc.ses tie es.rtt, s~~a:sl ~; 3~,:t;;;ite~, i~~ s~cia ±r~,nr:er as the En~;ine~r ~'ia~' diTeCt. :"ere. ever t~ac :ri~;~~ ~ ca' ti~aY ~; crras:~ed ~~~ ~r~i~ra.tc car ~:izblic rcaad8, co~,~rodiou:~ ,~as;~ir.~; j,laces :t,ust ~e kept opetr at tb~ ~;xpexrse ct the con- tre.ctar, a:~I ~xric3des i'or tiie Frctectior~ oi:' the. work ah~.ll 'ae con- structe~, any. ..,cir~tained by ti'~e ccarrta.c4c~r a~n~,~ irr pat;~,irl~ thru ar~:s the Loritraoto: rust keel, ,~,{~ sucYi ter~~oraxp i'ences as vain be necessary €ar thy; arescrvatior: o:~ the crp~c, ar~d x,11 dacna~e r suatiri~ frar~ a non- ecar~~alia.ne~: ~ri,th this s~:ecifioatien ~i12 be c?~~.z~;c;~ tq ttre contr~ctt~r. Ali. rflad crossiri~s as etio~vn u~~an thz map sh~l.~ kae constructed by ~~ , the corxtr~.ctor dL the origirral c:;anL-ra~t price. 3'Y°~e cantrc.cear Shen x;;:uix~°~+ _c~ th~.~ En~inser, shx.ll deposit tan the ci~~e tai" fire ro~.d, or at sucri ptaiaits as the eugne~:r ~aay ~.esignate, any stone or rock t~~.t rra,p be excava.teti, and i~ in ~a cloin~ fihere ena.ll be deposited any materiml recSuixed. fQx the e~b~~;~~n.~, thte ~d°dit3,l ~r ~ 14 ~~: anbia.:yaad°~ of e~oa~r~.t~~a. r~quire~; ~ ~+~x: ~ e ~t~:~ r~1;1 ~al~e~rr~~, ~.~i~. ~ fog. - .: ~,.:~. i ~_ w ~i:.~in.c~:.::~.-.. • ~ rk ~. ~..y~-.~_ .!l"x'4 .. ,. ~ .. .. .. 7 ..}.._.-',, ~. '..1 ie 1 er."~ tr `~~~ .. ..v ~~ a .. -~,~ Trs .Y..°L'Syiy: All ruck or atone excavated or de~3vsite3 as at}ove, together +with .l ti~b~r. remove, ~t~~r, tn~ 1.i:~~~ c~i tki~; raa~, s~iwill be t'~.e rrol~erty of ~~; C~~,r~ t;y, ;;-,2 ; t~.e c:nritxc-~c tar rill lie b.cl:i rae~z~onaiblc for its safe kvs''i~``i~7 ; until ~'v"itO~;`t°ic, ~~.~ 1:'z~ ;,r~T'1~+" ~.?I't1laT'1 try, UY' until t~1Ls Ct)L1trf~.C:t 18 G"C1rEi~?~.W tk:.l• i. ~::1C',":. 41 ~.i,l'•^. r..s :~.;> ~l't ;:~ ~''*1J~, y TI:: ~~>' 2 ":'.."~/' '~l'.C' ~a 1 ~Ili~.•t$ , S.~.X'~~, i nt3 `~" ~:~~,1. ~. ~fPi f'(?:r'Etl$C~. 11 x ,~~'' .°..^.. -•~.,°al i~v a,~,~~ned tC) the V9i~.tT1 .'iTt~, ~~4 rJ ~rb~% ..j. (~~ ~ ~}ki .1. TlV ~s{.A. r~:~~~~. • 1~.L «1~s+2.i M>1:.. ..~~ d°~ t?•~; i•r-.,-, t'.7t t'1 :: '~',:lr~"1'tl(:~r. ~' en t~ze tra~.c~~ i:? ~o o~:~ene~~ th~:ri1~1 ~„ ...~ be •~ats;~tructe~. 3rairx~~ of corrsg~•tc;d metal, :arous or vtrifie;3 tile, stone oz° ti"!C~~.~', of t'..~:~ :.rar:r~ -,.~i: tii~~nsia~ri _.s 3ixccted ~Y the Fnginee~r. All c-z.t.c~1 ,~.°~ter ,:~n~:~ t~.kw-of~ ~.tches~ ~.n;~3 ~1~ at~ler clx-gins .~n~ aitahos ah~.11 ~~e exc::~v~tv:a i,y the cor~tr~actar :~t such ~:oints and cif such form an~a di- r~cn~ic~z ~~;~ t'~,~ F~.;iriser m~.y dc~e:~ nets^;}s~.ry for the ~arpr:~r dracinage caf t:~ ~Oud. CULzT~'PTS. Tt:a culverts are t+~ be of` cancret~ aau of word as ehawn ors thr >rofile. Lo culvextJ ~~-31:i be built of sound cecl~.x logs riot learn ttzazi l~ feet, i~ lenvth, not les;~ than 12 inches in aia~eter, with. tits lagv ;at ir~texv~.l=~ of F,~.~":,t i`est any. bet~meen a.ll courses, prax?exly notched into tlzw f~.C$ af' t'~e lob; e~tei13y- ~; a•cress t~:e full width e, S' the embank- :;ant, a.ncx ar~cY~oxe:. rvt~ezw ri°c~~as~.ry. Cowering to cansist of eede.r slabs at least six irlahes i:~ ~.i~~m~ter thickness anc% exten~ii.r:g across: and at ri ht angl~;s tc trl~ si~.e logs. Culverts to be corxstruct$d at such iaointa stiou~n on tr:c; ~l~.n All culverts to ~,e Nell drift-bal.ted together. nITC~~E~. Iitcrz~;s srx~.li. "ce const~~ucted~ as shown on t~~g Tana, or t~.a t3.7.7rGG vccl ?af thv En~incer, s.nd sh~,l'! '~e gr:~ded. ao a.s tt~ conform to the natural flute of thc; ~k:.tex thxu ttiv culverts or in natural or arti- ficial chan~~;,ls a~ua.y fxo~~~ t`•~Y xoadiboa.y a:~ finishe;i. Ire going from a cut to a f1~1 the z3itc2xes must be cut to ri~~'ht or left bafaxe rea.ck~- ins thz: file • Under no c~.ae mill the grater be allowed to run upon a fill. ', Gam, The pr-M:V~~2 :~urfaein~ of l2 t~e:t in v~idth c.nc! ~i inches thick, aha11. be com~aaed of gr-.~vel of hard substantial material ranging I ~~ in ai~e u~ to 2 inches in diameter, in gre~.ter dimension. Same shall ~ ;; in n~ a~aaa co~atain anq` peris2~rbl~ ma$~rial vrhate4er, an3 not to ®xceed fir; , ` ;: __ -- _.. - ' 7 I:,'~ ' 'f ~ xki,~,?:e.. __ ~~.. _._ - _ ~.~ _S1ii~7iVir a.i.. ~~.:~~e..~-b"'~.~ ~si,.,t9,.:~~.9i~ilL`i... •~~, ,< < - •-.~~R ''y,-s-,.. ~0~ of Is~~.~, ox t~t~~r bi.~«~i:i_;• ~:~.t~:: ia~.. ~ravsl ~o furr.~isb.ed to b's mc~~3ur~d on ~x~~ x~.c~.~. Ext~°~ ~r~.v=:1 to ~~ ~~.~.,# fir ;wt t~i~=, Vic. ice ~.~;r~~ci 11}3fl:"~ ~~ Li:~w .ri'~~tY~`~i~~11J1~ .:,.il,l ~>c:> ,.~.~j~. l~:r a. i.T:~'~.~:.~ 1~`'~ ~~ .,. \}.:7.~ .iit~+'~ ,~{~.r G)~~3.~.TI~~I °aCt7~ Li~Ci~°d'.'~.~~1.C1I2a,~ '::11 Q~ ci~.OTI;~?~, Ll<:, ~lYi' ~t dilu r'fl<;~. PU' C~3. I~ in t~.: o~~.~liaj:, ~:~.~ t~.s ~'n~~~. sa ~' lz~ e:~ar~, ~ur,~=l~c~n ~h1~uz~ -n~ nr~c~~~~ry Fit any ~ti~t, it ~L:~11 ~~ yd~ ~;t' ru~:r~~ t1.:n~~r ~f x~Ca Y s.~:~ ~ th:~sa 1~,' r r~ ~ i?. ~.=~n~,~t3 .3>:~. ~ i:~ itctl~;~ :c1~ t~.i=;~tsrs wear o.r ~ ~ 0~s7. it ti~saar rya w s~~~ ~,.~,T2 ::~~.:~~ 311C~2".b ltl t?1i~:k1i~:~:•~ l:si~ u,:~c~:~ x~~ir lar:3.~~.~az~.~.~, pi~cw;; n.z" ti~t~~x ar ~il~.s ~zoL i~:.:, t a~tn ~i~ inc?~.e~ ir. :~za;~~t•.;;x cx` ~?~iCk- nc~~~. Tn~ ~il~.~ ;~:n=~.1:~ +a,,~ ~arr~~.~~z~ly ~;~~ce~ .~.s,~~ '~~~x..~: c~~~~~• ~w~~~~u~;'a td ~ixn~, tky°~.x' wt~;:;~ ~lu~r, ~it~i t~~~ ~.x~o°~~1. Tian tr~.rlsv~~r,~:~ ~i~;ce~ ~~Y~aII b~ f' k ±rn a n' „~, o ty ~ S ~ ~5aun~ ~y ~~ I.~an~itu~it~s.~l ~~,a.lin:~ ~_ t ~ti ,~.,~~~:, ..~ ss~' t x :ii:r :~~ic 3, ~'~1 tr°~~a~~.~~.::~. 3;L,,, ~~,~~a M~k~ f1oL;r :3.n- ;in'::~ t~iL. U~,ity].G.E: r^;ll i.~. ~~h~Ue:~z ~'~'~11 ~~' 'r~~31'3 VflV'(x''3~. `~i`~~:I u:.T "'~'1 O?1" s~"Z`".~:"ii"'~ tCD `3'li^~; i3~~3t~'1 c1.~3 ~ ~}f: t~.~.~P.'C~.~4`~ ~LTr°R~TION~'. Na ~.l.t~;r~:~i;~n~~- ~,.~~.1:2 ±3t' !~~:~~ *~ ~'~:~ ~or~ .azQ~~~~;. r?.rcd :,, ~ ~,~. ~ •-ten r ~ ~-, wa c3~scri~:~:~. ~ ~; .~ ~~~~~ i~3.r,~a ~;.~.,..ifi~,:tl,,n~ rxe. ; ~ ~a~~c~n t'_~~ °~i.*L°A ox~:ter o;~ wC~:~ ~'n:;i,r-~~x' ~.~~ ~ ?!l ~n ~u 2~1i3.a~.w`~ t?~r, v~..~:~ `~ *!x~ <`~~3"~; ~L M.~.~~.~d tax omit,te~ ~~~ll ~~ com;ut~~. u~ tyi-~ Eu~,in,°r ~.xa~. f:~:~ a~c~ur~f so ce;~ti~'5.~3 ~6: ~..~11. c~i~ .4 ~f~~~ .f.+~d~~..i tJ L.i~j.sJj j,j "...•: tl /`: ii t'. e~r+4y...+.... a.~__ ~ - '_ tar ~~~.~ct~~,.>fr~~n tii~ cgz~~r~.vt <~xic:s~ ~~a~ ~r-:~Iuw,~ ~~ ~~a?~ :~lt¢r~.tit~~x eaill ~~ °~llo~a~. can ~~:~ n~ilz~:Gt'':.; 8~~1.~3~fl :.~.~~ ~~3iti fc~r ~.cc~r~izi~ ~o the ~c~:~cial~ cif r~t~~ ~,n~3~ ~r1 c~~ u~e~, in ~s-skin ~zr t~=a ~c~~t:~1y ~a="ti~,3 E~ ^. 'Th~ae ~p~i x ~.~~:~.tir~n~ cc~~~w~.}~~.~.'~ ~ t~~f~- ~ntir~ ~~~.~t, ue tir~n of tYa~ xa~~ ~~ ~utiix~~~ :~n;~ x~ac~ ~:x~x~.s ~i~.l ~~ a,llo,r~:~ ,~Z~w~p. t~~ ~a~ i~ ~~~rov~~. ?~;~ a r~mca3.~ti~a~ ref t~~ ~?c~ar~:.~ c~i ^o~:nt~ Cosnr:~i~9i~~n~r~ ~.n~. ~,o or3a~:~s~, '~y t?3v ~xl,ir~~r in '~:ritir.~, ~,r,~ ~~^.~ ~r:i~~ ~~Z~°'~ ur~orx ~~V th$ cor~tr:~ctor ~r:~ s~':~~i~ca.~.'y «*~t~.:.~, in s~i ~ ~rd~x. PZ,~~~. ~>~"i~ T1~1;sc ~1i1"t.~'1~,Y` 41i~~.~11'3.TI~ ~}1E'~~`. g~3~^1f1C~'~il~?~i~ ~~?'lc,k1 ~.r~ laexebY r~~-.d~ ~ pa~'~ t~~ tt~~~s~ spsci~"ic~~tion~ ~.r~ thwy follov~ng:-- 0~~'`~EF--LtIOLC? E,t3A13. ~~p OE ~ECTZ(~N FRLfi~ PLS."~'~°GH9~AY No.l f ~,' 11 (1 ~ ~yS.~A3Il~i.i.. ao. {~) ~ROF~LE OF BURY EBO~S ~~'N'PER ~fl I'EA~dA~N'~- ~IGF~~@'tiI'~~ NUMBER ONE ON LIILA~JD ~. OFNTF.~t-~'CT~I~Q~ Ftt~AD .... 4 ,i .... ~ . .. y. `~., ,. '. '. ' w... .• 2' :.i,. v „ •.v ~: t~ 1- A. • .. :• >, r fMAJrn 4.v_;~d bz ~.__.._ ~ti'.~i4~~.aeA6".te .. 1at1L1lltifi~~' 4.LL.-1• .a,. 4-: '~:~~`I~3~'~'R~~a STl~~'E~ ,~~1~ ~~~~3~~NTS. All Er~.ine~x~:~ .rks, ~zsanu~cn.t~ or st:~.a.k~s 3.~~11 ~~ ~~,~~ofu.liy ~;re~~rv~ad ~ai~nvut 3is~urrS~.ricr: until N~r- 1 G ~, h~ M~VE3ri b ~r{e z,ii~in~ r. x.11 ~x~:~~n5e ~is~ioti fox t~:i:r x ~ ,.=c~~a ah_ 11 ~ ,~ Y •~~-,,,~*~.z,,~ r1` ,-.~.-,'~c~s t;7~t =.~avc, b~sn 3egtro~r:d. bq i~icu~xe~~ ~rir:,~~a~h t_.. ~~ 1~ .v _ y,^y r~.{. ~4 ~,1 `r Al l: ~. ~.~~UVI ~rr+.~ ~~~LIG ~~~ 11 V11a {. } "2.1~ Lr ~.ii ~i1' ,j.~~ v 4 W . liw+~n l+l,. .r -' y~l~ ~i lJ ~~ L.~~ J I :.''.`a. ~.~ . ..~.. -> r 1 q Wit(, ~A.r ; ,~ . ,r,~, ~ H rX<~.r~,T~"s ~ T. ~ ;3~`,'~` ~, ,'S'r^c ~ w~i'.T?S~a~~.",~ g,'`~ a.1t .. ..~ .,i... ...J aJJai. dL.a ... 4 ~. .. V ~ Z% ~.:. 1 1 11,`.~.5~ ~. ~. ~. ~. r ~ ,~ d -. a+ ~.. ~s - s4 i n 1 ~ ~'EJ .C V ~:s Gru~t~ir1~ ~- - - -. _ _ .. - .. _ _ _ _ - .~.>.~ acr~;s. 1~G~3~ ' ~"i;ati~n:~ tc~ ~ru;h ~.n:~ 1unc~.t - - -- _ _.1~ ~tat~.c~n3. ~~c~ bid :nest ~~ ~L;~~v t)ri t[3 ~'0~ i'LiY21i~i~~a ti~~ ~~"i 3t17~i83~.f~i3L:TFi pf' *~` ;.wn{.3. a ~wl~, `~a'~; .UZ`~+"." tit3'a :~:Ll~i T"1ra.:~C c`x71~:~. Jef:~~rsoT1 ~o~.tlty, ;~...;;aY2in~.~or1, Arai W~,dc~xtioxl o~' ~sriLi~~J to t~1-.~ ~:orr~ o» t~~.~is ~~~. ,~ ~1n~s~ ^orY~i,4,+1c~~, j ~~: .~. ~e~U~.'~~. Q1•' ~.1. {~~.~C~It~.L~., ~i 1. a'.. 1. ~';'v ~~1-:~g?~.3 uv r:'.t~3::: u~l ;i. t`j~C1~0~~x Z.i1i't1~':,Ga.~ ~.d;~re~~~ C~.I &3v°.~:~'~ 'c181'~G7x1 ~.A~"iw-a`~'F::~~+G:~. .1~I u~i<y ~si.5fi~.:. s;bil~.ty of t~1~ ~aia.~~r, =,kr;Lli ~t3 uc~us'u~re;z ix: a~t~T'~ir,ir~~ ~~ic~. ~~~ t~3 'b$st ';axe,. Tt1~ s~cc$=~~~u1 "oid~:e~ r~l~. .bc re~~.ir~-~. ts~ fux~r~i~h, i~~~c~xo f:37~'t'ti3. 1.11 ~ t2',QTl ~a`1•`.? ,?~ol"~t, i:~. CC'3: ~:`~;~ wv ;~Ll~'t:3 t j JC7i.;~. lit tr:lw ~: ;fl1,i ~`u%. E?~Ll~~. t~Y2iR y~ ~'.3y 1.1i~v 1~v ~.~$V 0.~~~..On. °~'~~ ~)xv+Ti(a~.+1,3 w,~~v~3.$I1C:s; ctT1u ,r~~~G1~l~iyit;y', wa 1'tcs~.l ;;i,~ u~3i;~ ~.:x$iywilL '~(} '~1~' CC?I"'si',7'%~~" ~ -)~ 1^. k, 1+:1 :C' vl~: ~.ri ;~'!1'Ll. ~J~,.''J;`.1~';,'^...'S~,Go'?3 ~~ t+i7' r~~:~iC• rocs r' ~l IzaL3l ~i 'J ~.~+ the ~rlc ;~~4T1,Y ~~~w1 '~e^~~i~ ~~ Abu ~;nas~' i.n c~~~.r~,.., a.a~:~ ~_ y ba a~.~L:~s fo,r~sevenfy-~%ve~;e;:r c~ii~;, of t~r~; ~alu~ c~A :,n;. ~~t,r~t dory: «~t~rty-{'eve ~ '"°"' a` ...7 ~ G `~ 5 J. Ci L U bA 6:.,:Ila. 'y~.(,,s i; CN ~~ ~ ~. ~ + ~$r (",E,}„*.1~i. tQ ~$ 7Cs`~ ~,.~r.1.C:f~ 'hil`t v1, -fit:: ~Cyt~)r~l~a.:,~G W ry~`/~ w cCL q /+L ].~ ~r A~. ~ ~~~.:~~ ~oa 1:tii4 F41d::: k~ L~.i~,F .~W~~~ iI ~.7~14:4w'l~LG7~, is ~i1~.~+11 ~i dZ.l.+. tN ":.~.~i. ~i~. .~i ~i :3 u1J' Lr'ry~r+ lA~"~d yLr "~°~ 33..~~~7 ~.rypp ~y }` old S~VvV l.Tl ul~~v' -~~4~. JS~~lA:Yl ~~' ti~Y 11 .4:+iC~.Y ~v, L(~.~~~r.i ~'Jn ~~+/.~~I iA Yi ''~iv't i~J~ 6J~b1VL.~aa ~~.kJ'LM',~ ~+Y~'IyyS ~v ~w L~ /~~j'{ f1 w~ ryn {, y yy n y~+~+~( ~n $f.i£6~yL. V~ Z.i~VLti(.byV~l i.[Ji~ .4V~~VV64 ~}A LL~w ~a~7w.:l~r F~.o:rtii~ 4d~:;J.J 1.I~lY inV~j° ~~~?#d ~f.4AM~ lJ~~~`F7 ~i~ #+~St. ~.i'~:',.~4 ~."Tia.~.X~~~"~ ti ~ ~4 ~.'~~1 u~'i . Tho corrtxactt~x, :nzs't ms.~.e s~c~ ~ay:rents to t~~ ~t t~s ~~a are: ~~t:ju~iz'4d '~ ~~~:~t~r 7Ar of t~~ Ls.~; ~~' lyi~. (xuc~u~tri~2. ~r1:~~xr~.nc~ Act) . Al', ~~©rk 02"1 ~Il~ G+~3:1tS'3C~ sYxa~1 b3 ~~Y+E>r."".,~3~ im r3a.y~ O~ ~33.~y1~ txcruz's $X0$~ t 2I1 Thai ccarit~~l,ct mill ~$ ~. "luzr,a~ su ~~ CfJ11t.~:~G$ . Cas` ~ caf e~vx~.or~ijzx:.~,xy ~~or~~no~'. ~+ • ` tiff ~ ` / r7 Ur:.':0 yl`.:1,~ ail $~,~CB U.~. t7:'JI'i--GOt4iY:l3~is.C1lt 0Z %h~ v^~ri~T':sC'V ~ ~ i,~Il foam ~~i~ ; -:~t~ ~, f tt~~ c;~;~itr:zc:t, ~~13 contr~.atoz ~il.~ll ~~; li~,bl~ tC day tb$ Boar; cif Coue~tp Cc~r~~~,is~,l~n~xs 3x~ 7.;;~ui~~a.tod d~.~nc~.~,$s, anw~ nct as ~;ar1a].tYs th$ sup cif Tss~ s~oliars for ~~soh day ~16;~,~i:.~ri tx~r ~~:~,oint~~, ar1;:s. tbo act~a2 y /''h' ~ ~~'iv r, ~.1',1~~ L,JV """}~«'i.,.7ur~4'w~ 1V:i ~~,~w •^w .l i`.0i!~~~.v~~.~f ',l~ltµ3='s :3I1 s3.~:'~idl3i0i~ C7~ G'~U~~ b~ t~1° vC.7Lk2'a y f vQitli7li~~1~T'iLZ; ~a . VParrants to be issued Procri funds rgad district N®• i a f, .. ,...::::ice.. `'~ p £~ 0. F_ Q ~ AL ,~~~~ _~G~' To the Baar~. oy G~unty Co~a~F:issigners, Jeff's 8~~t~`.1 CotltYty, ~'~.s~i. , ViV-1 U~~~A; ~~3.3 .~ , D The urdrrwib°°ne3 hereby ccr Wife tla~.t ~7~- 'lea S ~xami~.ad the (TiiF. POPTI4?~ OF LELANn-CENTER-LUDLOti~ OAS D~~On~~~TI423~`,~~'{~-38 Tnczati~~r~ of WESTERLY TO STATI~"`'~?~=+~~0 ar~~ h~ read thoroughly and. un~:ar;,$ant~ t~,~ plans, specii'ic~.tione s:nci co~itz~act~,overnin~ the Fork e~,Yarawoci in t~dc i~pravc~ent, ar~F~: t~~.~: ~;etho~ by ~~hic?~ ps,p;~ex~t gill be ode for such ~vrk s.n:3 ~iersby undert~zke_ tca co~n~-~lete th© ~or~. iri this impxr~v;:=Went in s,ccordance pith said,. Talans, e}~eoific~-~tic~ne ~an~. ~~t ~at, F _ Q i3e lets for the lump surn of ~4,P~-rte ~ ~~~ ~ ~ ~ , this ro.~asal ~ understand tY~at th classi~'ication. I n ~pak ink P i _____r_-- hive ega~r~i~aed Qf -~.tWrial tc~ be moved, is on~.p apc~roximate, that _,._.. this pork on tt~e grouz~;i e.n~. ths.t ~~~ lump sum ~ai~. far above mount j °~ i is based eol~ly upon. ~udS~' nt 3n: e~;~erience, sna nat fres~ ~ ~ie~~~ ecificall agree tc~ dQ the C s.ny ol~:ssi~ioation ~~ds 3y the Gtsunty, and sp Y ~ ~r&~,G~.i't3~ tO taw 1in$5 3.b1~ ~^T~.dC'~ iTid~lCS.ted1Tl the plaxis, profile s,nd Dross-sections, ar~d buil3 s.lZ structure recluirgd vy° aaii rlaa~a i'pr the above etipu3at,:d price, re~.rdles~ of t~~~ natuxQ of the~aterials that ~. map sae encountered. Attached !~~reta is a certif isd. vheck for Oo - " payable '' to the Tre~.surer cP Jsz person Ct~antp, ~Is.Uhir.~,tvn, t'1is a~c~unt being ten j per cunt. o~ tn~ lump suer, bid. ~ - ~C~~ iddrees o~ bidder: (,Principal place of business) ~a 4 L ~~~ ~~~ the t~irs sr~ ~c~--pa~~rs cox a~c~ 9~z~.~orp~a~s.ted ~~m~, ~- m'" x ,, ~~. - .' i A ~` .~ ', '.~ /~' 9 ~--^ ~ ~ d G~~ ~ . ~~~ ~- ~x~ ~~1:a ~ .., :.. ... ~;~ ~s ~ iw; rJ ~.,rmkr.~~iX.1,.5.."~ .;:~ Z, r ~~, ~~, -. July ~~; 1924. Puget Yi1~, Co . , 'balker Building, Seattle, l~~aahington, Gentleman:- Receipt i~tYiereby aokgQ~iedgad of the ~aeomeat fr©m Puget Yf.ll C©mpaoy to Jeff®rson Qounty For right-~o~»rray f€~r ~aland- Ceatar Ra~-a through the mouth Half of Soutbear~t Quarter of Section ~, Tc9raship T~entyyeight At~rth, Range One hest. Yourr~ vary tr ,. ~,~;; ' .. MILLS AT ` PORT Gt1M$LE ISOR:T :LUDLOW -AGENTS AT SAN FILANCISCO POPE & TALBOT FOOT OF THIRD STREET County Engineer, Jefferson County, Port Townsend, ~itashington, Dead' Sir; July 21, 1g2O, ... _;` ~~ fix:=;. . , ~:~ t s ,- .:~ ~~ ALL AGRfi EM ENTS AR6 CONTINGENT UPON STRIKES. LOCKOUTS. FIRES, ACCIDENTS. DELAYS OF CARRIERS AND OTHER DELAYS UNAVOIDABLE OR BEYOND OUR CONTROL Vffe enclose herewith Easement from Puget mill Company to Jefferson County for right-of-way for Leland Center Road through the South Half' of Southeast Quarter (SQ of SEA} of Section Five (~}, Township Twenty-eight (2B) North, Range One (1} '~Fest, ._ Kindly acknowledge receipt of this document, and oblige Yours respectfully, PUGET BdILL C0~'13NY By -~i i~/~a~ DST/~ Enclosure. i> STATD FORM 1V0. 3^0-1813 (TO BE USED FOR ROAD ESTIMATES ONLY) -~ .... _......... .~'l.f.::'C.. -./~1............, 191-- -- (Posto~fiee Address).'/. /.. C~-~a ..~r.'r'.'"'y..ll?...'. %:2:~.-•:x .x.,~'°t --- `"~ '':m"~''-.: ............... ;,.. No ........................ ...~ County--~~~1r.'.. ~.0..:,.S..~'.~'.~:.!:_.., Contract No..--------........._- -..., Estimate No.....~----...-...._ PRICES QQANTITY TOTAL PRF.PIOUS PRDSDNT Clearing, (heavy) per acre /2 7 ~ / ~ ~ Q ~ /~ ~ Z7 6 ~ p~~" '` (light) " ' ~ Grubbing, Pet /'7 2- C~ ~ U (. G ~te ~C~ Earth Excavation, 400 Et. haul per cu. yd. /2 (J ~J J O ,~~ ~ ~~ p ~ ~ ~~, D ail ^ " 400' to 1,000' !~ I. Earth Embankment, 400 ft haul,. ~! - f •` `• 400' to 1,000' I Hardpan Excn., not to exceed 1,000' i it i Loose Rock, " <. .< .. :. :: .. Solid Rock,. `- ~i Riprap, loose a .: .: .. .: .. .. - " hand-placed, `' '` ~ Overhaul, over 1,000' for each add'I 100' " -_ Wrought_Iron and Spikes, in structures, per lb. Cast Iron in structures, .. Timber and Plank in structures, per M. B. M. ,- Piling, driven, above cut-off, per lin, ft. .. , .Piling, driven, betow cut-off, " _ Blind Stone Drains, " ._ ..Tile .Drains, 4" porous, in place, " Vitrified Tile Drains, " ~~.r~" .. .... " tpe, in place, 12 ~ ' ~ Z ~ ~ G' " ' C' 9~f7 ~/D ~ 1 ~ ~ 9 8' / 9 _ .. .. ~~l GJ ~"" ,: k° X G rr k ' ~ 2 O <! O o /~ / A 4 ' 2 0 4. .. ~ ~+ /° ~ .. .•~. r <. .: 24.. l~X• ,/f::~ :: .. '~ ~~ /7 :~ <J / 24 ~ / Z 1, ~-7 _ IPv ~ ~ ~ ~i e a ~-r iii ,p ~~ ~ c :~~ G.5' ~ G~ 5"a O .Rubble Masonry, per cu. yd. ~ ` __- Plain Concrete, •• ~ „__ Reinforced Concrete, •` " •` -Steel. in structures, per lb. Broken Stone, in place, per cu. yd. ' Screened Gravel, in place, •_ _. Rolling, per sq. yd. ,. .Sprinkling, " " ,.._ __ Totals, ZS r ~ ~ 2 ~ ~ ~ ~ ` ~~ ~ ~d. ~ O 0 Z. _. .. ` .per cent. to be paid by county, j ~ ? ~ ~ / ~ / / Q 2 ~,~ '` er cent. to be aid b state Approzred by Board of County Commissioners of•• ..... .......................................................................Coutnty ~'his..~..-.,da/~~o~ .................. .................. .. 19.1...... Oh¢irm¢n. (Use Copying Penoil Only in Writing This Estimate) I hereby certify on honor that the above estimate is based upon actual easurements-- that the same is true and correct. ;,'"` . , j ~~~!!++ ~} ' C ~ AesiNte4rb Engineer. I, •-- ~ •-- • ........... ......................... .':.~~:":~'......, having first been duly sworn, do hereby depose and say that the above bill is tru and correct; t at the work,- as actually per ormed and material furnished as therein charged; and that there is due: me /this ate, accord'ng o contract, e sz~ a $... .. ...... ..................... and that ,the same or any part there has not been paid. (szaN aDRD) --.... ---- --- --------- --- ---~ ~'~'r-'-an-"t`- --•-- for .--~--------- ~-~---:.-.t'~G'•~/,/.v:.. C...-/"~' -~•i,,.~, `--- - - --- ....------- ----- ------------------------•------ - r ----. - - =--- ~ ~--•- _ ~ ----- --- ~ Olatmant. 4i~~ Subscr~ed an sworn to before me this......! ~'~ ( .........day , _o f' ............. .............. ...............- ------~ 191. gpproved this----••---.......day of..--•--....-•-----------------------------~ I91-----• (Title of officer)- --- ----•--- -------•---•--------• ----- ~"._-`...L~~~L~2.'....~~. ... a -; v ,.,,~ :.. ,..~xama~'iwr^ .-.,C-.=:..o. .. ... .~-~~.c,. ~ ,.~..t...,..,.iiYi::;, i,~~..b~u-`~~t~! `"-'.ra~...w~".d~~ . _. ~......., :..~"' AUDITOR'S OFFICE STATE OF WASHINGTON ~~ Warrant No------------------------------------------------------------------------------------- ~~/~ r~~, AmowrLt, ----------------------- To Accownt of Appropriation for .--------•-----------------------------------------------------Road No..-...----------..-.-.......... Chapter---------------------Laza~s--------------.._:.......---..--..-....--..., Y9...-..... -- ~~-_=-~ ~.. ~~~`4£4`SCID ~.S1t419~;}7, ~Y1513... !, -- -- --- o~..+~ Instrnctions~-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign as -payee ; have duly sworn to and cer- tified 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. avoldacumbering thecfiles w thtuselesse paperne, in order to C. W. CLAIISEN, ,State Auditor. . FH.6NIf. M. LAMBOHN, PIIBLIC PHINTllD H~ OLYMPIA. . STATE FORM No. 33-1913 ..} (TO BE IJSED FOR_ /ROAD ESTIMATES ONLY) ~- z~ -- , ......... .......... . ~G°... ~ ...---------~ 1 ~1~.... Posto ce Address .. ;;,~~ : ~• ---...... ~• ~"~ ,_. Permz~nent..Hig~aJ No .................... ....... County---.....~'- ---.......~-1.'.~{1....,~''.r...., Contract No.-----------.....-----....., Estimate No.......,~--------------- PRICER QIIANTITY TOTAL PREVIOUS PRESENT ~~ i Clearing, (heavy) per acre /27 ~~ ~ ~ ~ / 2 7 g o / Z7~ ~~ i1 .: (light, :: ,. ~ i Grubbing, per sq. rod I ~~ !j Earth Excavation, 400 ft. haul per cu. yd. " 400' to 1,000' Earth Embankment, 400 ft haul, I I ~ 400 to 1,000' ~ Hardpan Exen., not to exceed 1,000' I Loose Rock, i ',. Solid Rock, " Riprap,~ loose :: :: .. <: .. :: " hand-placed, .: :: .. .: <: .: :: Overhaul, over 1,000' Eor each add'1 100' Wrought Iron and Spikes, in structures, per lb. 1~ - Cast Iron in structures, 1 '•_ Timber and Plank in structures, per M. B. M. Piling, driven, above cut-off; per lin. ft. Piling, driven, below cut-off, •` ;. . Bli d S " •` " n tone Drains, Tile Drains, 4".porous, in place, •` ~/ nitrified Tile Drains, `• •` ~ ,Corrugated Nletal Pipe, in place, 12" •` " .: :. :. .. :: 18„ .. :: .. _. - .. .~ :. .: .: 24„ :: :: .: Rabble Masonry, per cu. yd. Plain Concrete, " " Reinforced Concrete, " •` „-.Steel in structures, per lb. "' Broken Stone, in place, per cu. yd. - Screened Gravel, in place, ... I Rolling, per sq. yd. Sprinkling, " " " Account- er bills attached _... 'totals.,.. / 2 ? ~/ O 0 / 1. "~ - 8~0 _...... ~B[' er cent. retained as er contract, 0 . ~ ~avt. to be-paid by county, .... . . ~ y~'9 /. o ti. " per cent. to be paid by state, Approved by Board of County Commissioners - of ................ ............ ................................................County Th' ---:.~a. ....,..d~[y, of..:...~Gt•-~../ ...... ........, 1917.. Cha~trm¢n. (Use Copying Pencil Only in Writing This Estimate) '~ ~ I hereby certify on honor that the above estimate is based upon ~em s card that the s me is true and correct.. .r" f` ~ `ff -- . . /~s _ Engineer. I, •-- ~.!~- ---~----~!t"~~'`--•--~- -----.-- --~~ ........., having first been duly sworn, do hereby depose and say that the above bill is true ary'd correct; that~the work wa.p~~etually performed and material furnished as therein charged; anal that there is due me this' dat , accordin " to contract, the, s m of ,$.. .. .Q ......................... and that the same or any part ther 7 ~~~• ~ epf a of been paid. ( ax aEazu~..----•-•--------- ---------• ------ °° ---•-- --- .•a--` ~.°=_-------••-----•------•------ for ....,:::: ~::.,~"~~'?tiP,.~l®`._ " Cla%mamt. ~/~ . . Subs ibed d sworn to before me this..........`.' ...............day , C of-••---.....--• ........................•-------- --------------, 191...... _' f (Title of o(/ieer) ..................... .:............................---.................. ,Approved this.... _.......day of.-••--••----•-••--••--•------~-•----......, 191----•• _ ti , .... _., ~! <,; W -: - x,x,,,:. ..,..a_._ ..,:,.~. ,.~.. ~, . .~.,~ ~~.~. ,.~-_ . _~._ ..._. _. _ . ~~ ~- AUDITOR'S OFFICE STATE OF WASHINGTON Warrcvnt N Amount, ~------------------------------------------------------------------------------------------ To Accozurct of Appropriation for ---------------------------------------------------------------Road No......---- Chapter .....................Lazes..--------------............................., 19......... Instractions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign as payee ; have duly sworn to and cer- tified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLAUSI7N, ,8'tate 9.ud4tor. PRANK. M. LAMBORN~ PQBLIC PRINTL~`R~ OLYMPIA. STATH FORM No. 33-1913 (TO BE USED FOR ROAD ESTIMATES ONLY) ~. U ~ / ~ ~- - C'e r~ ~ ~o ate" ,' TO .......... .. . ,,~. / . ~~ ..:.. ..~:±~::"~%t/. '~ ......... .........~ 191.`T'. (Posto ee Ac~dress).._~..... '' -_.....1.....G~'~?~-.~:'rc2..~................,~!,Y.?.------------------ ~ / - ~'~ r . ' ................-- --~ County-... ...:;:..,f:~~-'~'?`:.~..:C,.:~...._..., Contract No...... -.................., Estimate No...3...... W.~: . i , PRI~CIDS QUANTITY TOTAL PRF.PIOUS PRHSENT Clearing, (heavy) per acre /Z ~' ~ i ~/ / 9 7, ~ ~9 - .: (light) ,: .. - Grubbing, per sq. rod ~~Z O .~~ ~/ ~ S b Earth Excavation, 400 Pt. haul per cu. yd. 1. 400' to 1,000' " \" Earth Embankment, 400 Pt haul, /Z la ~C 0 4 ~ 7/ 2't! / CJ' ~G f IJr2 " 400' to 1,004' " Hardpan Excn., not to exceed 1,000' " Loose Rock, '• << <. .: :. :: :: Solid Rock, `- " Riprap, loose ': hand-placed, ': .: :. •: .` Overhaul, over 1,000' for each add'1 100' Wrought Iron and Spikes, in structures, per ib. Cast Iron in structul°es, ~ Timber and Plank in structures, per M. B. M. , Piling, driven, above cut-off; per lin. Pt. ~ Piling, driven, below cut-off, `• " ._. . Blind Stone Drains, •' Tile Drains, 4" porous, in place, •` •` Vitrified Tile Drains, " 12' •° .. ~. *ol~ii I~ated' vietal Pi in l ~l _ _ p . l pe, ace, ~~~ / 0 92 / fl /y ~ 9 ~ ~.. :: .::: r, .: ,~X„~.: 2 G ~~ 3 y ao ~g q,~ ~9 y /`~v /~ c ~i i° ~ ~ /~ ~ /~ ~ e, 3 / ~ 2~"0 o a 8 / . Rubble Masonry, per cu. yd. __ Plain Concrete, •` " Reinforced Concrete, •` _ -_ Steel in structures, per lb. Broken Stone, in place, per cu. d. y Scraese~ Gravel, in place, y / _. .... 1 . . /6 0 O o to 2 ~a Rolling, per sq. yd. _ _. Sprinkling, _ force Account- er bills attached, Totals, ~ 4 + 3 ~ ~, a _ 3 /_. _ ,_ _ _ ~ er cent. retained, as per contract, ~ ~ " per cent. to be paid by county, _ G 3.o G ~ 7 ~"_ _ ,5 ~' per cent. to be paid by state, Approved by B and of County Commissioners o f ....... ... ... ........ . ................... ...................County Thi ..~.... --d y of-.......~~~ ~ ......., 19.1.7.. Chairman. (Use Copying Pencil Only in Writing This Estimate) ....~.,, r ~%~ ~// I hereby certify on honor that the above estimate is based upon actual measurement at the same is true and correct. i r . % .- ---- - -- ----- --- --- -- ~ ...-.. - iiwrb• En n I, ----.~,~--..,,~-~----r`-----'-~---~:-~:~. °• ^~~'..~1,"fcaving first been duly sworn, do here y depo a say`that the above bill true a d correct; that the wor was act ~~ rys zt~~•n f and that there is due me ~ y per ormed a d aterial urnashed as .therein Char e this~d ~~, according to contract, the s ~ ..... .; and that the same or anz art t~hy/ereof has not been paid. 1' • (~ GN HERU) \.r/ ... -y .t - f" .~ ._ i. ("~^ ............ fOr .. __.. ':.:'f.' ~~....-wY"'.':"1....,~L`... ~~ ~1~. /p .°1,,, r _ .g l ..... , Szebscrib~Z an swo n to before me this.........,1 .................day ~~ . ~ ~../ ,2'.~•~-.,.y~ ,~•~~,~ ~'- -----... --~'"•---------- ------- -- -, 291.... ..- .: ~ "",,,,..., (Title of o~cer)-f...t:" ..............°•-----. ._.........................-..__ ...... gpproved this...- ----•----day of--••---- -- ............................... 191..- -- St¢te Hi~hw¢y Commissioner. ~s ~k~' h '~__., ~~,; ~~ ~ - ~.~'_ ~ Y r ~_ . s r °j Warrarnt Na ...............................................:......----------~----......-...------ amount, ~...----------------------------------•-----.......-.•---....-.............._---_.-..... To ~CCO2Ul2t of Appropriation for .........................................:.------------------.-.Road No...-----.......-.--............ Chapter---------------------Lazvs..--------------............--------------..., 19......... :, - C~ ,~ Insbrnctiarns-Read and Follow Make voucherx in duplicate. Send original and duplicate to State: Highway Commixxioner. ~4 Be sure to sign ax~payee; have duly xworn to and cer- tified where required. . Warrants will be rent by ordinary mail at rixk of payee; or, will be regixtered if full portage ix encioxed with requext to register. Make out' your claim on thix xheet. alone, in order to avoid cambering the filox with uxelesx paper. - C. W, CLAUSD+N, State Auditor. y~ ~ _ FRANg. M. L9.MBORN PQBLIC PRINTPR~ OLYMPIA. ~~ - ~ ~ f - :. ,. .. _ _ - _ - . -~,._ i -, _•..< COUNTY OF JEFFERSON, '` -------------------------•-•------------ ..---....191--.-..-.-. TO ---~Iamea--:H.~-C-ay.-ne-.------------------------- - ------....---------._: Dr. O~~-~i ~~ ROAD D: Road District No.°l, Commissioners' Dist. No.----.-. ~ Certifrcates attached hereto as follows: , Apr. 30_ 1626' Tile Drain. ~' 0 Freight on Tile 'Drain A ,~ Forde account as per attaehedreports 14 Box 20~ powder ~ 265°per ton. ~ootfuse ~ ~5~ - - 2 Box Capp ~ 1.76 0 Industrial Insurance -- D A 10~o far use. of equipr~ent P - C 4 P Y . __ _ 66 36 1317 gz . -3 3 2~ 1 54 16 :g~. 4.1 00 36 75 40 ~j2 ~~ 39 27 ,\ Cul~rerts,Drans and Tile placed on Z.UD~LO~V - Ch;NTrRI:R..O~D. Between ~ta.tion lS6 - 2dS Canerete ~ Oedar 6° TILB 121 x 22' 1' ~' ~' X332' 3t~.. 12"~ x 30' l' x 2' x 30' 213 ~ 75 -222 ~ 41 = g66' I 12" x 26' 1' x 2' x 2~! 223 ~ 35 - 224 ~ 24: -= 90' ~ l 12" x 3b' Total l' x 2' x 90' 23b - . 239 ~= 300' Uppe i r aide 237 f 50 - 23q = 150' .Lower 12." x 2S' 10" ,x 12" x 32 ~ 12~' X ~' 10"x12"x32' L ATF RA.L - 12" x 2g' lo" x 12" x 34' 213 ~ 75 X50' 12° X j6' 10" X 12u x 2S' X15 ~ 40 -. 3Q° 12" x 36' Total 10" x 12" x I26' 21~ 90 ~ 30' l2" x 2~' 21S ~ 60 =30' l~tl a x 26' ~ 4' x 4' x 3G' ~ ~ 4 4 ~ 221 f 40 ~ ?4' - ~ 12 X 22 x x 4 E - 221 ~ 70.~ 26 1~"~ x 2~' 4'' x 4 ~ .x 4' 2b0 ~ 00 ~ 30' l " 2 x 4 ' 20 To al t ~' x ' x ' 11 22 lateral 0 draine ~ ~ ~ 2 ~ 2 x $4. Total ~ ~ ~ x 2 x .~ ~~ 2' x 2' x 60' ~. . - S' x S' x 22' ~' x 2' extend to meet old cult'. in Ry, cut. For location refer to profile map of road. . ~ ~ .. ~ ;, .. . '~ - ~. 3+~rr . ? , .:; M~ . Wi111am ~. ~LoQla~in, Chvum~ ~aeh., Asar 81r; The County Commissioners ha9e oall~d for bids for the o©ns~ruotion of that portion of the Deland--Center»Ludlaw ~aad v~hi~h rums from your pla©s to MoL~roy'a, and in laoki~g giver ~~s reaaxds, ~ fin3 that the Oounty has never reo®ived a Qe®d to 'the xi~ht o~ vray across your plans. AocQrdin~ly, X ~~r enc~.osing ~, b~~nk Quit Cle.im Deed for your si~t~ature, anti trust that. you gill find it oonv~ni®nt to sxe4ute same and return it t:~ ma as eoan as possible. The irtereeted parties axe anxious to puf; this read thraugh s.s eoan as pos~:ibls, in ordea; to ope~~ up a rural delivery raute ccnne4tirig Chiraac~vm s.n~i LA~.~nd "4r3xleys, a.n~.i i~G ~.r;~s~.rs to me ths:t $he Qonstruation of such a read andths establishment oR xur~l delivery ~nulcl annsicters.hly snhs.nae the v~.lue of the -prop- erty-a,lang the rautie. Thanking you in advs.nces for trie earlp returbt of the Deed, I aim, voure vefy truly, Qounty ngiaeer. ~~ ,~ ~~ ..-....191.7----.. COUNTY OF JEFFERSON, ~I G~~ To----------------------------James...x..-..Coyne.....-.-......-......------------ - ....--------------. Dr. COUNTY ROAD D r FUND. i Certificates attached hereto as follows: To labor force account 1155.19 1 3z boxes 20~ powder ~ 6.75 23.62 1 box caps 1.76 'I 100 ft . fuse Copy . ~5 Burlap for-drain tale points - 33.76 L _ ~ Freight on burlap 55 ;. ~ Lumber -for flume 19,.75 i ~ Total 1226 . ~+~ 10~ for use of equipment 122.64 I ' Industrial insurance on labor _ 11..55_____; ___ __ Grand-total X13.60.67 STATE FORM No. 33-1913 (TO BE USED FOR ROAD ESTIMATES ONLY) T G u c/ /a mot/ -- ~'~ < ~ f~ /' ` ct• rte: ~. ~. `off-'...G.L..~ ........ ............, 191.;1._ (Posto fJi~c-e Add~ress)--../....~-r..~..__ - ~'. ~-~'7...~...~-'_f 2 ~?`~-' -• -.~"' 7_:-............_--- ', _ Permanent Hig•)ar~ay No ............../..._........, County_u~~'....~ .~:'...1."~.~s,'~.r.~._.., Contract No.-------..........___...., Estimate No...~~".-..-.....------ r PRICES QUANTITY TOTAL PREVIOUS PRESENT Clearing (heavy) er acre /27 ~ Y ~ ~ ~ / G7 ~7 , p , / / ~ ~ ~~ j ~ ~ .. (light) ~ i ~ t Grubbing, ' Per sq. rod /Lf 2 Q9 1 ~ I 7 0 U ~~ ~ I/ ~ ~ -5 i Earth Excavation, 400 ft. haul per cu. yd. J~~Z r ~ j ~'~ 6 1 ~ a' o Q 2 ~ 7~ 2 2 :7 /.S ?2 '• ' 400' to 1,000' °` " `< li I i i I i Earth Embankment, 400 ft haul, ' ~ i ~ I " 400' to 1,000' <` I f Hardpan F.xcn., not to exceed 1,000' ~ Loose Rock, `• •` •` " " " " ' i ~. ~ ~~~ i ' - Solid Roek, •• " " + ~ i ~ i RipraP, loose .< <. ~~ .. .< .. .. ~ ~ ~ ~ i "hand-placed, •` `• " i I I f ~ I Overhaul, over 1,000' for each add'1 100' ~ Wrought Iron and Spikes, in structures, per lb. ~ Cast Iron in structures, `• •` ~ 'l'imber and Plank in structures, per NI. B. bI. I ~ ~ Piling, driven, above cut-off, per lin. ft. ~ Piling, driven, below cut-off, •` •• Blind Stone Drains, •• •` Tile Drains, 4" porous, in place, `• •` •` i ~ Vi tri Se Til d D r e ains, " `• `• I I pp y~ oO // ~~ '~~ ~~, •' y/ // `COIr11gaied•"R1'ei'gl Pipe in pla e 12" " .` •• I rfl { I i ~ ) ~ , f ~ ~ + / 2 ~ ~ 2 Rubble Masonry, per cu. d. Y ~ ' Plain Concrete, °` •` ~ Reinforced Concrete, " " •` Steel in structures, per lb. Broken Stone, in place, per cu. yd. Smea'ed Gravel, in place, - ~~ / 9a / 2~/ 6/ ~ ?o~ ~ Rolling, per sq, yd. Sprinkling, " '• ~~ - 3 cis"8 ' 6 _ ___ ..Totals, ~ / '~ h ~- ~ p~ O ~ d ~ ~ ~j G / h ~. ~! J ~7 f - - . _ . e er contract ~ 5 2 'Q " per cent. to be paid by county, ~ / ~ f Ip ~3 0 / (a ~ 1 f7 q - " er cent. to be aid b state I Approved by B~ r~l of County Commissioners ~ ~• o ........... ~.. ~. ~..- , ,, This,.. G ?. 1 r...~` ~y of----~ ,~ ..-----------=-'~``-- -~ 9. ~,,. . ,~ ,if .. ,,. .. .. . _ ~ , Ch¢drm¢n. 'f (Use Copying Pencil Only in Writing This Estimate) I hereby certify on honor that the above estimate is based upon act mess em that the same is true and correct. ,~ ~iB~~rt• ............. -_. .......- ...__. Q .. ' - ~°. -" ~ '~`-.~'•......, having first been duly sworn do hereby ~ep se nd say that the above bill is trice nd correct; that the wor~k~zrjks actuallz , I, ~ f~ f ,/ performed and material furnished as therein charged • and th¢t there' is due me ' t3yi5{d e, accordi, to contract, /sumo 1 ~~"~1 z'2 Q ~• ,and that a same or any part thereof has not been paid. (SIGN HERE) ..... ....... ~.lF.-°.Y.'.`~.~....~~~~G. ~;.._. C. f ~ .' :.~ ''-~. G..+~f ' ~ 1 Subscribe nd` wo ' ~ ''mod Clamant. • rn to before me this ............ ..............day i t / ' '' L~'"''''L'~--:~----------------- - 191. ~. (Title of oJficer)..~ t _ ~n ,,-wt~ ------ --~ L---~... ..r.."t~::^:.4 ~:. L-~ Approved this.---••----•---..day of...----•--•-------•----------------•---., 191--•--- - •• .................•---..............._..............------•--_---------------9 ------~..------- -----~-- -------•---• .9iate B4 h2ba CommZas2oner. '; .. .. ': `i. 1 ,. r -.. ~ l 'k Jau. 7, l~~fl. , ~ , ` '<~. ,~ h\,`\ qtr . Jahn M©E1rop, ~, t Uao~is, Warh., ;~ Cesar Bix : { `'; a bunk uit Ol,ai® deed ~Qveri~ then Hesreswi th g2e ~e find Q ~ ,;~ ~:\ -right of way for ~Che Leland-0®n~CesrpLud2ow rt~d scar©~~ gout land . in ~3eoe. 5 and 6, Twp. 2~ R., A.. 1 'N. g p©rtion of t'~i8- road ~.® ,' to be cons~ruoted as soon as vos$ible, the intoree'~od pe~rt~es besing sages©ia17.y anxious tp co~].ete a circuit Tor ru~r~.l frees delive3ry . mill you ~:indly ~ acute the quit G1ai~ and re~Gurn same at your earlieest canvenienoo. I Tha~ikin~; qvu is advance, ram, Ya~a.x~ very truly, Odsun~Ly Engineesr . 1' -~ .~.. ~ car "~C ° ~ WARRANT NO.-• ..........................••-- C m ~ ~ p~~+' m m ~ ~, ~' . ~. ~ ~ y o~ ~~:~~-=1, :, ~~ :: T~ ~ County r~czu D~Stxz~tNQ ~ ~~o~ ~~~ ~~. ° `~ `~ Road and Bridge Fund ~ ~ ~ d m.~~ o ~' ~ ~' ~ ~ ° ¢ m Recd District Ho 1 °~~~ N K ~ ~ ~ ~ ~ ~ `~ ~ ~ ~ CLAIM OF ~ ~ ~ ~ ~ ~ ~ ~ m ~ ; m e+ i ~ ~ '~ . ~ ' ~ o ° ~ i i ~ n n ~. -----•----•--...-•---------••----------------------------- -...-. a~ ° ~ o~~~: ~~,° ~ ~ ` r ~/ E ~ ~ ~ ~, ~ ' otal Amount Claimed------------ -----------`~ --- ---•• ----~~-'------ ~ ~• ~ ~ My ;7, _ '~ d °a a°s `, ~. Allowed in the Sum of ------•-----------------~-•-----------•------------ ---••--- ° ~ m ~ ~ G3 ~ ~..~ n ° ~ y N n ~ ~ Day of Allowance ---- o es ..-•-------- ---------------•--- ------------------•------......---- ~ e+ . m ~' n ° r ~ BOARD OF COUNTY COMMISSIONERS, ..,, r ~ m ~' i ~ €3 ~ ~ ~. ~ By -- -~- ----- -- -- ~ ~ ~. ~ ~ Chairman. ~' ~ m e m ~ ~ aq 0 9 ~ ~' ~ ~ ~ ~, ~, d m ¢ ~ m ~ o ~ ~ .. ~ ¢ ~ ~ H `~ '~' `c m ~ ¢' o ~ ~ ~ ~ °, ~ ~ O°~ ~ c. - ~3 ~ ° ~ o i ro N ~ '~ -- - - R ~ a' CREEXWOpp~PRiRTER. PoPT TOWNSEHp. WARX. !n c~ V AUDITOR'S OFFICE STATE OF WASHINGTON Warrant No----------------•------.......-....---...------:-............-._..---.-.-........ ; Amownt, ~------------------------------------------------------------------------------------------ To .............................................................._........................................._ Accownt of Appropriat9on for a 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 Sour claim on this sheet alone; in order. to avoid cumbering the files with useless paper. C. W. CLAUSb7N, Ht¢te dudktor. S$AN8 M. LAMBO$N PIIBLIC PBINTN$ , € ~- `k x ~~ 1. C' ,: ~'~>,4 t.-~ :,, ..,,;,;~~ r-, r ~~:'~,~ gut,... ~ ~ ~~w~` ~.~' r~r~~ ;,~ ~ ' (~ ~'~ ~` ~. d ,/ "~ &< ~. ~ ~z. ppyy y` ,~.~ F p ~~,~ ~ ,fit.. I' # ..~ ' ~ -,~..:. ~ r'a Y ~~~~'~.,~,(" i (.e ,p-C. It •~~~e+:~~, {f ~ ~ f ~ '~~ ~' L i. 4. It 3 ~i ~~~E ' (~ ~'* ~ _ ~_. ~ ' ~,' /' e ~ ~ jj , 3 ~ r : ~, . ~ ~.. ~ ,. ~. ., ~ ~~'~`'"~ ~"~` ~ ~ DTs ~~~ ~ ~ ~ yJ ~ # ~ ~ % r' i June S, 1920. fit's . Sare.2~..B~oLain, Chimacum, hington, Deg: r Madam ; Acknowledging receipt of your favor of the 23~d of l[a.p, in aah:ioh yo:~ a;~~ for t?~e aum: of 1©©.00 for a deed to the ri~,ht of way across your plat®, in lid of the fencing that had been c.greed upon,- I nag tv advise. *t~~t I h~.~t;e presented the cr~tt:r $o thee. Board. of Co:~~rissicJner$, ~.nci they hd~r~: accepted yaux prc~positi~pn. At any time ~.ft~~r June 1Sth, if you gill present to the Gounty Auditor the deed vrhicYi I Ieft wit?: you (pxaperly signed and a denowlcdged by ~~th youxself a.nci fix. ~4cLain), 7ou wild.. xeC~.ive the acorn of lii{}.QQ.. ~©urs very Lruly, County Engineer. Jan. 13, 1920. Mr. D. ~. Txail, The Paget Mill (3ompany, ~alkar Building, Seattle, Wabh., Dear 53.r : . I aoknowte~lg~ xea~ipt of your fsvor of the 9th inotant, " - sad pux®u~nt to youx xequeat, enclose herewith m blue print ehoein~, poxti+~n of Leland-Centex»Ludlow road, including the re~?ueeted rS.ght-of»wnp across Puget Mili Qom~aany .Lands. Xoure very gulp, County engine®r. Jsnu~-~y 17, 190 fir. D. ~i. Trait, Th® Pugat ~Si12 Company, I~lker Huildin~, 8eattla, hash . , Dear fir ;-- Youre of tre 1~}th inst. at hand regar~iag ri~ht- ot-tray for the Leland-Cea#er Road. ,ry q~The cmuxss ade given on the plas'~blu~prriat eQnt yQu of N ~2~ V~t R• ~~r~ ~~VoZ`~:f7i~t ~+a6i~hVu~~ i~$•~E~ J.'f3~14 ale ~~a Q7t~• as urea shown on the other tyro prrota. Yours vexy truly, Asst. Oounty ~n~ineer. ;. - ~ ,STATID FoBnz NO. 33-1917. (TO' BHl USN1D FOR $OAD ESTIMATP78 ONL/Y) /`/' ` ORIQINAL-I}STI'Li~AT2q'., yl ?wt TO_..~~..f~..~..~s.......~.......C.a.~~!t'7~.~ .................................................................................................DR. '' ~ ,.. ' ..1..~~~G~--~-~------------------, 194- (Postof/iee Address)......_~C?i".,~---.~..1.:.Y_./?.~~~2f~1_.~J!~llsf~_~-------------.......___._.._.--- -...: ' , .L~/4r~~1'- C'er~fer ~o,.~..,,m~,.,f r~,z,.,..~.,., l~r„ ---------------------------- Cownty.~~><~~~'-SOCT...__, Contract No.._._.._......._..._....._, Estvrrtate No.-----....~---------.._..---..._.,. ; - PBlotua QIIANTITY TOTAL PI{IIVLaIIa P8ID$IANT ~ G: -'a 1 1. Clearin $~ Per acre ~j4/'v oo ~ a : ~ / ~ 3 : 3 a i ~ I t ~ / ' 6Jd ~ . Lo ` _ __ 7 2. Grubbing, per acre __ _ 3,So o° , - ! OD D;o ~ ~ ~°o 0 0 3. Common Excavation, per cu. yd. 9 3 0 00 0 ~ 0 ,76 , o ~ tL D~7J° 1° ~' 4. Loose Rock Elxcavation, per cu. yd. -._ - ,., 5. Solid Rock Excavation, per cu. yd. ~ 6. Common Borrow per cu. yd. i ~ I ~,, 7. Loose Rock Borrow, per cu. yd. ~ I ' 8. Overhaul for each 100 ft. per cu. yd. 9. Riprap, hand placed,. Per cu. yd. - :. . i .c _ ... __ . _ :; 10. Slope Walls, per cu. yd. ~ ~ - ~ I ~. , 11. Concrete, 1st class, per cu, yd. ~ ~ ~ _.. _.. f 12. Concrete, 2nd class, per cu. yd. .. ~ 13. Structural Steel Shapes in place per lb. _- _. ~ , 14. Reinforcing, Steel in place; per Ib. _ _ , } _ _,.16. Pipe Ra11 in place, per lin. ft. ~ , i8. Guard Rail in place, ~ per lin. ft. , ~ i ~ 14. Ttmbar in lace, p per M. B. bi. ~ ~ ~~ _ . . 18. P #t3 place, ,below cut-off, per lin. ft. _ _ ~ ! E;~. r~" place, above cut-oft, per lfn. ft. - ~ 1. 1 - f _. 20's Cribbing Loga in place, per lin. ft. , .. 1 ; ' ', 21. Culvert Logs in 'place, per lin, ft. ~ ~ ' ff f ~ _ . 22. Porous Tile, in place, 4" per lin. ft. ~ 23. Porous Tile, in place, 6" ~ per lin. ft. i I ixy~ 24. C'eQ~gr" Culvert F}~ in place,-£3", Per lin. ft. ,? -~{0 9, - / ~ D b .. ~ , _ ; ,_ _,~~ °;° _ , Culvert Pipe, in place, 18", per lin. ft. ' r ~ ! Culver , in la a ~", er lin. ft. C'eq'c~r t P , P 2_ a5`o /~~ - 2.9~ o 9.° q°. Culvert Pipe, in place, 30", per lin. ft. ~ ~ ; :.. ~ .. Culvert Pipe, in place, 30", per lin. ft. 25. . 26. Surfacing, in place, per ` _ ~ .. . 27 ~ - ~ _.... r 28. 29. 30. .. . 31. i _ 32. , _ , 33. Force Account-per bills and resolution attached z ~~a~ 9 / i ~ 9i / ~ ~0 per cent. retained, as per contract, ,Z ~ Z / :$ ~' _ per cent. to be paid by county, ,3 6,~3 ~ - ~ ~.3 ,~~ per cent. to be paid by state, i APgrror~ed by Board of County Commissioners of --------•--------------------------------------------------------------------Count y This---------•--------day of ........................................ 191---... Chadrman. 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. truecEnd~orreet; that the work da e. acc rdinQ to contact, the ~~ (6I(3N SE''''RE~~/~) Subscribed a Of ................y to before me County Dngineer. ~~y..-iaetiving first been duly sworn, do hereby depose and s¢y that the above bill is tually performed and material furnished as therein charged; and that there is due me this ____________________________________________ and that ,' same or an a t eo has not been paid. ~---- ----- -- ~h~ f `•--•-•-•----------•--._ ..__ _._ .................... for .. -~•- -----•---••---•------- ---- -••---•------ -----•-- alaimant. 's-------•-•---° - ------------may 191--•--• 9.p ove ---------•---•--.._--•--•-------•-------•---------•--------------•-•--•---••--- (SEAL) Notary PubLEc. Residing at .................•-•-•-•---•-•--•-••--•-•---.•__..-•----- ?: State Highway Comm4aaioner. ~ , ,:.;.,. AUDITOR'S OFFICE STATE OF WASHINGTON Warrant No. Amownt, ~$----------------------------------------------------------------------------------------- To ~--------------------------------------------------------------............-............................-- Accownt of Appropriation for 9 Instructions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. . Be sure to sign both copies as payee ; have duly sworn to and certified where required. Warrants will be sent by ordinary mail at risk of payee ; or, will be registered if full postage is enclosed with request , to register. Make out your claim on this sheet alone, in order to avoid cumbering the files with useless paper. C. W. CLAIISEN, ,State guditm•. ' t' F$ANg M. LdMBO$N PDBLIC P$INTE$ ~ ' ~? STATn FoxM No. 33-1917. (TO BE USED FOR ROAD ESTIMATES ONLY) ORIGINAL-DUPLICATE. STATE OF WASHINGTON '' // ...!:~~?1..!~....s,~---------------------~ 191<Z:~ (Postof~ce Addre/ss~---...1_...p..t.'~f...~vv~S'~'~1..~._....../...1~/~~.............------------------............--------.. Permrunent Highzv'ay No....`_--..-~....., Count~.~z`._ers or~--- ,Contract No........_ ................... Estvmate No.......2__._._._............... PHICES QIIANTITY TOTAL PHP7VIOIIB PBPI9IINT i 1. Clearing, per acre O ~/~ O a 8 :o ~ 6.9a da / 3s o ors- 7;0 2. Grubbing, per acre 9 a~ ~O O ~ ~ 7.~ D.O p o O D ~ ~-0 ib , 3. Common Excavation, per cu. yd. ~ / / D D O;O ,~ p 9 D a O ~o 00 ~ .S;z.a a:o 4. Loose Rock Excavation, per cu. yd. '. 6. Solid Rock Excavation, per cu. yd. 6. Common Borrow per cu. yd. 7. Loose Rock Borrow, per cu. yd. 8. Overhaul for each 100 ft. per cu. yd. 8. Riprap, hand placed, per cu. yd. 1 S0. Slope Walls, per cu. 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. 22. Porous Tile, in place, 4" per lin. ft. 23. Porous Tile, in place, 6" ~ ~ per lin. ft. ..~ ~ X 24. Cedar „ Culvert fie, in place, ~ per lin. ft. ,2 ~ ~ 7 ~ Q / 6 6 O ~~ Culvert Pipe, in piac~, 18", per lin. ft. ' Ce~/Qr Culvert i?#ge; in pl~ ,-~; per lin. ft. 2, / ~ ~ 9. OD 9 d0 pp Culvert-P#fle; in~ce~ er lin ft ~7 . . , p C~~~.r / ~ O o O;o Culvert Pipe, in place, 30", per lin. ft. ~ ' 25. 26. Surfacing, in place, per . ± 2 7. 28. 29. 30. 31. .. 32. ' _. 33. Force Account-per bills and resolution attached Totals, ~ : G3. ~ ~ ./.~ .D 9 7~ _ SO 20 per cent. retained as er contract 3 ~ O / ~. O per cent. to be paid by county, / ,~ 97 / O ~ ~3 ~f~ 9 ~j per cent. to be paid by state, Appror~esl b Bo rd of CQwnty Commissioners of----------------- ------ -----4~....--------------......_...--------------County T'his------------------daeJ of-....:._..----------------------------., 191------ Claairm¢n. Leave this space blank for use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual~ements and that the same is true and correct. County Dngineer. I, ................................~~..._____ ....... __._, suing first been duly sworn, o hereby depose and say that the above bill is true d orrect; that the work was actual performed and material furnished as therein charged; and that there is due me this dat , ac ording to co act, the sum of ~.. ~_~Q.~.. -_____________________ and that th ame or any part. thereof has not been paid. (8I(IN HERE)--•-- -•-• .............•--------._. .....-----• -• --------° ------°• --- ---._...._..._.._. f0Y -- -•- °•---..... --°-•-°---•--•---•---- - - • Claim¢nt. F' Subscribed an sw rn to, before me this_._._..._~ ............._____ - ' ~f tn~2r0 ~pproved ................................•--------°---............-•--••-------------- (SEAL) Notary Public. ' Residing at ................................•------............. St¢te Highway Commissioner. Road uistrict No 1, AUDITOR~S~OFFICE C'o o e ~~er-N °i7 Warrant No. Amownt, ~------------------------------------------------------------------------------------------ To ................................................ 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 iP Pull 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. CLAUSDN, ,State dudttor. i SBANB: M. LAMBOBN PDBLIC PBINTBB .. ;' ,' ~ r f STA'PIV FOHM No. 33-1817. (TO BID USED FOR ROAD ESTIMATES ONLY) ~ ORIGINAL--d}UI~~ffi." STATE OF WASHINGTON - ~~f ~A / // TO_.......~..1~LC.1.?..e.S ..............~rL...........~C2~./r7..~....................................................................................... D R. •-•------- ---~~ Y-----4------ -------. 19.Z7~. (Postoffice Address-----~.t.".1`------._....~.Y.Y.L.Z.~s°/7f~......~AJ'~--------------------- - ~°? ~.y .. ~- r•° - ti ~er7fer- ~e~~as-rc/ -a p'erma'nent Hxghzvay No ............................. Cawnty.:~~~~~t."ss~l.'f......, Contract No.......•---•---•--------•-., Estimate No.....----_~ . .....;- PHICH$ QIIANTITY TOTAL PHIDVIOII$ PHaa'$rdNT 1. Clearing, ~ per acre _. '~ ~f'_O O D ~ r0 ~ ``~ ~' ~:p ~ ~ ~~ ~ - - _ - ` - - __: 2. Grubbing, per &cre _ _. .. D 3 ~ 00 ~ _ _ ~ D ; / O i 7J?° ~o a ' " 3. Common Excavation, ,per cu. yd. 9 ~ ~ . ~ ~, . /~. ~~ ~ ~d f __ . ...~. _ ~ .. v _ ;; , _ 4. Loose Rock Excavation, per cu. yd. .. ~ ~ j ,. ' _ ... :_ ._, ~.;,~ 5. Solid Rock Excavation, per cu. yd. _. _ _ _ _ t ' ~ ! ~ ~ ~ i , ~ ' f- _ i ~ ` r ___ 6. Common Borrow per cu. yd. . +, 7. Loose Rock Borrow, per cu. yd. _.. _ ~ ~ ,; { , i f 8. Overhaul for each 100 ft. per cu. yd. ' ~ I ~ ~ ~ ' 1 ~. ~ ~ 8. Riprap, hand placed, per cu. yd. . 10. Slope Walls. per cu. yd. ~ j ~ i - I ~ ; - ~ _ ~ ~ _.. - 11. Concrete, 1st class, per cu. yd. i _ __. l i , 12. Concrete, 2nd class, per cu. yd. - - . _ , t i j -I {{ 13. _Structural Steel Shapes in place per ib. 4 ~ ~ ~ _ ~ _ - 14. Reinforcing Steel. in place, per lb. , , _ f .. ..' y _ 15. Pipe Rail in place, per lin. ft. ~ ~ ' I 16. Guard Rail in place, per lin. ft. j ~ i I i ~ :. y ' j ~ t. __~_ _ .._ .. _ . 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. , ~ ; ~ ~ i ' c - _ . _ _ 21. Culvert Logs in place, per lin. ft. ! ~ f ~ ~ , 22. Porous Tile, in place, 4" per lin. Pt. ~ ~ ; ! ~ ~ I. 23. Porous Tile, in place, G" ,Y per lin. ft. ~ E ~ l-.. 24. G-' GJI" Culvert Pipe-in place, i2", per lin. ft. _._ .. ~ p'I- O as ~ ~ ~ 0 7 ~! O 1 ~ o a I . -L, X ' Culvert P4ge in place 38" er lin ft 6 D . O + _ .. ~ .. _ y ._. __.. , , , . . 2 , '~ ~ •~ _ , ._._ '~ Culvert Pie; in p a~ 24"',per lin. ft. G (j ~ p Q / r ~ I iy,i ~ ~' " ~ Culvert Pipe, in place, 39 , per lin. ft. . _ , ~ 7 Z O d f2: O O _. . .. , , 1. . ~ _. Culvert Pipe, in place, 30", per lin. ft. 25. ~ , 26. Surfacing, in place, per ~ 1 _.. 27. ~/eQ r~~~ ~• ~ 0 i , .. ._ ~ / ~ O _ _; ~ ~/ ~ a 28. e ~ ~ G.. '. ~ ~' ~ ~- oa v G . y J-o _ ~~- _ ._. 28. i 30. i 31. j _. _ 32. - + 33. Force Account-per bills and resolution attached t ~ ' Totals, , /. G1: ~''9 ;~, 63; 6'0. ~ 3 ~9. ~ j9. __; 20 er cent. retained as er contract D ~ G ,rd 9, d per cent. to be paid by county, 1 3 g,-D /~O ~ ~ / ~. ~ i O per cent. to be paid by state, i ~ ~pprozaed by Board of Cownty Commissioners of -------------------------------------•--------------------...----------------Count y This.r---------~----da~i of------------------•------------.._.._.., 191.----- ~~ l'!/ ^' Chairman. Leave this space blank for use of Highway Commissioner. I hereby certify on honor that the above estimate is based upon actual a rements and a~t a same is true and correct. County Dng~tneer. Z, . ______ __________ ______~~......._........._~; 'fea~ng first been duly sworn, do hereby depose and say that the above bill is true n correct; that the work was act ly er rm d a~yd material furnished as therein charged; and that there is due me this d e, cording to co ract, the sum of ~______ ____ ____ _ _____`t'__'.3.G?__:..., and that t e ame or any part there h s ~ been paid. ~. .. _ (SIGN HERE --- .. _. .----° ---... _..-° .... ...............°-....- -------•-•--...- fOY - -------- -- lalmant. Subscribed d s orn to before me this ........................~day of-- -----------•-----•-•.----•---•--•-------...----•--+ 191------ gpp ve --------.....------........-•--------•--------•-•----•---...----..._.._........_ (SIiJAL) Notary Public. Residing at....---• ..............•-•--••---.._.._.........--- ,State Hdghxoay Cmtcm~laa4oner. - ~ ~ l~. - ,. ST/nanU~ o. 3 O pl~ //C'„~n (,TO BE IISED B'OR ROAD ESTIMATES ONLY .. NT A , ' ORIGINA79--DIIPL~~`F~, ~~ ~` ~(.~Op t 7'T N s .., TO_. ~G.?1.7.?..~~F.........~...... ~~!?.. e ...................................................................................................._ D R. .,. ~~~~....8------------------------- 1~0.._. Posto ee Address .P /~ ler/{~r- /arid / No...------------------------~ County.,,,,~,e•{~ersor~......_......, Contract No..-----•_..........-----•--~ Estimate No..._...~:-----------•---_.. PIIICaB ~ QIIANTITY II TOTAL II PaznvIOVS II PatastgNT - 1. Clearing, per acre ~SO Q ~ Q .9° D 369 •: 2. Grubbing, per acre al~Q O S z D/ 2 ~ . ZY~/ 2 .. O .. ,._ . _ 3. Common Eacavation, per cu. yd. ~ ~~ 09 ~ ~ /~ ~.7 /~~- ~ / ~ ._. ~ ~., `, 4. Loose Rock_ Eacavation, per cu. yd. ~ O ~ O!S ~O OG ~D ono 6. Solid Rock Eacavation, per eu. yd. - ~ y ~ ~ 3. ,~ O d ~ 7,Q O•d - 6. ~ _ ~ . Aer cu. yd. / 0 DD ~ ~ 6 a .. .3.3 ._. lDvG: _" 7. Loose Dock Borrow, per cu. yd. ~. Overhadl for each 100 ft. per cu. yd. ~ .: 8. Riprap, hand placed, per cu. yd. 10. Slope OVtrlls, per cu. yd. 11. Concrete 1st class, per cu. yd. ~ z„ 12. Concrete, 2nd class, per cu. yd. -- _ j _ - _ . _. 13. Structural Steel Shapes in place per lb. .. .__ .. .. t-_.- TM , 14. Reinforcing Steel in place, per lb. I 18. Pipe Raii in place, per tin. Pt. _ , _.. .__ 16. Guard R.all in place, per lin. ft. ~ , 17. Timber in place,'' per M. B. M. _Y._ 18. Piling in place, below cut off, per lin. ft. ~ _ ~ ; 19. Piling in place, above cut off per lin. Pt. . _. ~ A 20. Cribbing Logs in place, per lin. Pt. 21 Culvert Logs in place, per lin ft. - -- 22 Porous Tile, in place 4 per lin. ft. ___ ---__ __ - - -- _ - _ t ._ 23_ Poroua Tile, is place, 6" per lin. ft. + - _ _ _ _. . ... . _ __. _ . .. _ __ _ --r~ _ a 24. C~LaC~l __ _Culvert•~4~e, in place, 48=', per lin. ft. Z. 6 ~ ~ ~p ~.3~/ p _ ..~: ' ~ Culverts in pl~e~~8"Z, per lin. ft. Z. - - - ... 2 00 , _ Z9 _ OCS ~ - ' ~ Culvert-P#pe~in place-3M+~, per lin. ft. ~p OD l C t Pi ., u ver pe, in p ace, ,per lin. ft. 7 Q 7. _ _ .Z, a,4 /~Z. ° ' Culvert Pipe, in place, 30", - _ _ - - -- -. --- _ Per lin. ft. _ __. ~ . i ... j ~„ r: -?=•[.Z/'Gf 1VC~. Surfacing, in place, perClJr~/d -_ _ _I a`O _ .~ ..~ - _/ /~7 .. .d ~ - l !~~ q6 . . _ . - ~_ 2s._ C/eQrir~ - - 2 v . D - . _ . _. ~ zl o ._ ._ . ~ y/ . _. o _. 29. H .. ex~ia 2z ao i ! .6 .. ~8 . a .3Z~ ,c - so ~ ~ - - sl. i __. .. __ ...__. - 82. ~ _ r .... l .. _i .: _ _~ 83. Force Account-per bills and resolution attached .. r Totals y D.~O ~__ / ~'~f 2 _ /. __ _ _ . - -' O ~- -- 20 per cent. retained, as per contract ~, .~ D per cent. to be paid by county, ~ /'D per cent. to be paid by state, _,i ` A~pro'ved by Board of County Commissioners { - f ' v .._.---•-•---._-----------•--•-•--------••---..._ .........................Cowrzt y This.....__.-------.day of----------------------------.....----,191..---- Ohairman. Leave this space blank for use of IIighway Commissioner. I hereby certify on honor that the ¢bove esttimate is based upon actual measurements and that the same is true ¢nd correct. V' ,..a !` .< ' County Fingtneer. ; ___.__.__...__, having first been duly sworn, do hereby depose and say that the above bill is true and correct; that the work was actuaily~erformed and material furnished as'therein charged; and that there is due me thie ~ d¢te,;according .to contract, the sum of $_______________/4%. ~ ~__.___._.__.__..._._, and that the same or ¢ny part thereof has not been paid. @' `. (siiaN aESE).....-•-•--------------------------------------------------------------------------------------------------- for --•------------•---•--------.._..-------•----------------------•--• ----_~• - O'tatmamt. ; ; ~• ~ b'ubscribed and sworn to before me this:_._.._._.__________________d¢y - - ~'* ~. of. ..._..--•-•--•----:...__.._.:._.._____._.:.._., 191--•--• .A.pproved-------------°--------...--••----._.....----°----__...-------•------ -••--•--- _'f: r ~~~ r { q ,~ ('~~,) Notary PubYic. ~t. ti r ; .., Residing dt.. -------•------•----•--._ ._...:.: ..------- --_._--- -__.....:., .~......... ....::_ .._... _ _ .Y._._ _ ._ . . • ~S'tate H2ghxoa~/ C(ommdxstmcer ~ `~~: ' •. . '' - „c _. . ' ~. ~ `~~ ~~i Instructions-L~iead and Follow make vouchers in duplicate. Send original and duplicate - = to State Highway Commissioner. _ Ee 'sure to sign Uoth copies as payee ; have duly sworn " to and certified where required. ' Svarraats will be sent by ordinary mail at risk of payee ; or, wiH be registered if full postage is enclosed with request " to register. 14lake out your claim on this sheet alone, in order to avoid cumbering the files with useless gapes C. W, CLAUSEN, ,State Auddtor. Pi HANK AI. LA3IBORN~ PIIBLIC PRINTER COI~TRACTOR6 BONG FOR FAITHFUL PERFOR~ANC~ OF C0~'TRACT. R~O~A1 ALL BEN BY TH~3E PR~SEAITB, That, we, James ~i. Coyne of Port Tov~nsend, Jefferson County, Washington, ae prinafpe~l, and _ and L both al~ao of .Jefferson County, i~ashington, a quad-anunicipal subdivision of the State of Washington, end unto the Btata of ~ashgnton, in the dust and fu21 ~-uss of 'T~~' ~'H0T7S~I~D DOLLARS (~1Cf~t~fJ.OU), for the payment of whioh well and truly to be made, wq bind oursalva~ and: our and each of aux respective hair~-, executors and administrators, ~ointi~r and severally, firmly by these p~ssents. Sealed e~ith our s~eal~ and dated this q______v day of ~0 1~2~r. The Condi%ion of the foregoing obligation is such that, wherear~ the above bounden prinQipa~l, James H. Coyne had heretofor® enter®d iac~to a aontre,ct with Jefferson County, '~ashington, respecting wank and improvement to be ,pwrforned upon a portion of th® ~.ela~td-Canter.- Ludlow Road betwwen Permanent Highway ~q. L and Center from rotation ~~*QO to Station 1g7+0U near Larson Lake ~n Jeffea~on County, 'lash., end has thereby, in said'~+rttea.contraat and agreement, underta~:an and agreed to ~reil and truly perform all the ~rork by said aontraot, with it's attnoheci plans, prd~files, maps and epeCificsations called for, '' for the total aontravt prise and sum of X10000:00, and whereas, by Article of said contract, provision is specsifically ode for th® giving of tli~t bond, reference thereto being laed for the purpose :of shoarng the full, sctope of 1lebility h~xeunder,- how Thee®fore, if the said.. Jana Ii. Coyne.: shall Drell and truly .~.. perform the work contracted for by aforesaid contrs.ct and ~greament and shall oom~plete .such work upon they terms, ~rithin the time and, in ~ ~I accordance with Reid vontraat, profiles, fps, ple,AS ~,~, specifoatione,~, and if he, the .said Js.me~a H. Caya~e, does oompletely indemnify ..and hold free stis.id Jefferann County, Washington again$t any direct or indireQt da.ge~ suffered or olaimed for in~urias to par®oue or propertq during the ponstruction and improvement under sunh contract and. until the worl~ is aocepte3 by said County., and if' he, the said James iii Coyne, shall psi,y m~ll labo=ars, mechanics, s~~xbcontr~ctors, meterial men end all psraons who shall supply suoh persons or persons or suboontractore ar mataraln~ex~-with provisions or ~uppliea for the caning on of such ~rork, and aha11 further pay all such `debts, .dues and. demands inaurr®d in th~.parformance of $uah work, then this obligation shalt be and taecome, on $ooeptancs of the work an end of livability of said contraator Jame~a H. ~opna as provided for by said contract, null, void,-inoperative and of no effect, otherwise to. re~-.im in full force, virtue and.. effect. ,Principal. ?, (Seal )and (Seal) 3uretie~t. ~',,,,.. r,, STATE OF ~IASHINGTON) SS. COUNTY" OF JEgFERSOY~~ e.nd being fix~at ~.uiy s~ic~rn, each on his aath state: I, the mid _LL, and I, the said am e. resitaent ~f J~ff4rson County, and of the Mate of '~shington, and 7 s.m not an attorney or counselor at lare nor the sheriff ar other officer of any c:onnty nor the fudge or other officer of any curt: I s.m '~oxth the sum of T~3 THOUSAND DOLLARS (100t7~?.®0) fn i~'q a~n right and o~rer and ab~a~re all. mp debts anti liabiliti~e and in pxoperty net exempt frorm execution, situated.~tithis~ the State of Washington. Subscribed s.nd a~oru tc~ before ~.e this d~-p o~ _______. 1926. Votary ~iblio iA aaad for ~Ghe S1~.te of ~s.shington, residi:a~ ~t Port ToAasend. ;,,: ~~F. '~ ~ } ~~ ~ V~ ~~~ ,_ ~j ~H '~ ` ~ i W 6E' ! b f ,/`~ +~ ;'t`om ,,.~,t''7,~~j y. 1 f ~'~ E`~f ~.!' r ~~i~. I x P .~- ,, f t -..;~ y AUDI"LOR'S OFFICE STATE OF WASHINGTON WarrcUat No ..................................................................................... Amawnt, $ .......................................................................................... r.. To ............................................................................................. . ........ Accownt of Appropriation for ..............................................................Woad No............................... Chapter .....................Laros............................................., 19......... Instracfions-Read and Follow Make vouchers in duplicate. Send original and duplicate to State Highway Commissioner. Be sure to sign as payee; have duly sworn to and cer- tified where required. Warrants will be sent by ordinary mail at risk of payee; or, wlll be registered if full postage is enclosed with request to register. Make out your claim on this sheet alone, fn order to avoid cumbering the files with useless paper. C. W. CLADSEN, State Auditor. P~ftAN%. M. LAMBORIV, PDBLIC PRINTI.R~ OLYMPIA. ~~ Z~ ~i ,, . ,. ~ _ ,-r _. ~ _ _ ~~;t a ., ~. ,' ~~ ~~,r ' ~~ ~ ~~ , r : ., .. _ t - I `I A S t ? t '1 C t _ ~ 1 ~ ~ . 4 t .. .. .. ~, ~^ '~. ! .f. -~ i, 1 F ~ t _ ~ F ' ~ -t ' t ~ "v... ~; _ f A ~ I ''<' . ~'.. ~ ~.t ~ ; ~ .. ~ '; . -., ~ ,: 1 .. 4 S .. F x ' i,/ i . ?, . ,- ._ . r ~ i ] , t s ~ ~ 1 .f f / - . I; i ' w `; ~ ~' 4 ? ~ ~ Y ~ ~. ~~ ~~ 3 . ~ ' , ,.: . . -, .~ _., .. , , . . ., , - .. ~.: ~. ., - ~ ~ - .. . •. . , ., . ,. .r .. ;r .. _ _ _ _ a - - _ , .. , .- .. . ,. ~, ~: .., .. ~, ~. , 1 . , . . , . .. ~ ~ ~ :: . : .. ~~ ,, .: ,.. ., . ~ .- r' ,.. ., .: , - ..' „- .., --, . ~ ,~~ ~ ~ ~ .; , - ~, ;, - -_ r . ,_ ~. . .. - ~ _ ,, .. .. .. ,~ ,, ,. _ a. ~f ... _,_,,. y . . ;, r - , _-_. ~; ~, ' r .. , . . '- ~ , ..- t ~r. ,: ,. :.~ ' ,.. - .: r ~ _' , , . . . _ ~~ ~.~~ ,, .. _ .-~. ,- _ . - . ~. ~' ~~\ l ~~,.~ ~„ III ~e