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Home My WebLink AboutReel_0030C ie '. van den akkers landscaping 24:;2 Cenler Rood Everett. Washington 98204 Telephone 1206~ 745-0995 LANDSCAPE DESIGN AND CONTRACTING September 2, 1980 W. E. Seton & Son Construction Co.,Inc. Route 3, Box 312 Port Townsend, Washington 98368 Hydroseeding Chimacurn/Center Raod Project' TERMS: DUE AND PAYABLE ON RECEIPT OF STATEMENT DESCRIPTION CREDITS BALANCE PREVIOUS BALANCE 4.69 acre's @787.00 3691 0 4.69 acre's @987. 00 4629 0 'tel[ if' ep 8320 ..., " : .to" --< '\ ...> 1., / YCl\1I IFn.n._ (h'''lIfI "ro,"po..lhl'IIIY" !)INGL.t PERIOUIC AAft lit I'", pI., ITlOnlh ...h'~".,.an ANNUAL PE.l~CENTAGE RATE 0111"" MINIMUM SrnVICE CtiMlGE S2 00 . PflV I .'\ST AI,,'OUNT IN rHI!lCOLUMN ~den akkers landscaping . 2~2 CAnter Rood. Evwvn. W:Jshington 9820.. . Telephono (206) 745-0995 223-D2VANDEAl.268N7 lANDSCAPE DESIGN AND CONTRACTING September 9, 1980 w. E. Seton & Son Construction Co. ,Inc. Route 3 Box 312 Port Townsend, War 98368 Hydroseeding 6 acre's Dosewal1ips & Black Pt. TERMS: gUE AND PAYABLE ON RECEIPT OF STATEMENT DATE DESCRIPnON CREDITS PREVIOUS BALANCE As bid 2.0 acre's @787.00 4.0 acre's @987.00 ,,?~ tax if 5814 Yaurh~c"""" "("omp",~ by .S'NCLE PCRIODIC RATE 011' J*' mo"m """""h "'" ANNUAL ra::RC€~T^G[ RATE n' 17"-. UINIUUW $EAV'Cl: CHARGE 12' 00 .. rAV LAST AMOUNT IN HtlS COLUMN ~-_... Ii...-. . . , ' -,. , ."71"',,,," . ' ' '. ' . ' ' " ..':;,..,>';':: ',' "".. > ".' "', '.,.' .', ,.' :,'. .' '. ,":,.."'." .' " ' '" : ..', ',::" , ", "." ..,". ,,'.' .'.: :"; . '''''. ".' ,.' :,., '. . .' ,::' . , . '. ,<. .,,',.. ,,' '" '.' .:.' ..' . ' . " .......,.'.',..".' ',.'" '...' ""': .., .,':" .,'. .,: :,' ,.."'" '.' ,.' ".' '..'., '.' ': ,.: ..,.. . , , , . :.. :. : ":,: :'" ".. . '... " '.> '" ','. . ::' . . . . ,',' ..' ,.: ,.', .'. '.', ;: . ""'. "'...'."'... ,..'.' ,c ":.'" '" . .. '.: ,,'..... . . ':...,.. ".' . "... '".": ,. . .'. 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Easl!lDenl: for utility purposes as disclosed by applicat10a for title i.o.surance over . the Northerl,. 5 feet of said preD1seS'. " . . Questions that JUY arise due to IIbift;lng or change of the course of said unnamed -c:reeka' /: ,., I uiJ ~'d"--"..~for~Chlp,/rm_lha/ltM...tirt-.:tIQ~oiD~"..nu._.s.Nolc1Cl'11i"'ao>dra. ......~lOlont. pu"",- .."". in clIotallll'IoeAurder. TMp,/~~n to k_ Ih. bu~di"9l""QIh... ~_n... ......... -Ninp>d~--lQl*'f'P'oil_I''''''nolroU...Ofpwm.;Iu..'''llf..CM~nn..'or~ il"~. '":'-~~ _.._...---.~l.Il""D'~d\.wpttot_,ft'._.IIl~Iy.~Ottlllh"Ubli"'_oc:nfu"';.t\edIllMoid ....---.....UI~io..lIl1<1dlD~ '. '1SIt ...--...~,...~ ....i.....,~I-...~...fo.......n..............._~nQuo..i__........,......~ ~Ofdf1ct--~-.I....,_lInlOpOOdby.,..M1Iet.ft>9I.,......tto.._.t_,..Ofl~~_..._fOO'I'"""'d.ol'l fII~I_Ul....-od._,t..~IlbI.bot~_..u.'.~...__I~ to....,.,_'....''''''..lefm;gt!I''-b'f' _,oI.cnOtf..... Ila r... iIIoto..-.,.oIll'1i1 0Dn1nc;l..-.cl i'i1avr-dUlaI"C_""'PU~_""lOcompfy,..;II't...P<<fOtm..,~nonot -~... to.........., _,__,...,."""..._ poompn'.lw........-.clin_....",....h..;,..r.Qu.....__............octllO .... .,1 - ~. ,.,q "*-,.."... nnni""'ftl. ...., t/pOft ". dOo"1J .,. II' p.oymoo..n ...- by Ill. purcn_ "_rod.. 8ftd ..I ~.Q.pI<<m..pOo'I_,...ftUl'."'lIlbt torl~I'.:lUJ 1"~"'"I.....llIlUidlIO'd~.....::l_..n......~lh_"lII'UIOi.-I...8ftd -- - of m.tw1 ~':aoodna -'wwby _ ...1....01 ...,dol...UorIIIMI.,...ollJl.pourcn_...llbotalftlUll.s..._oftny ~""do'_'L . ", . . s-.Quporo~oflll~_Iic:"otOIl'l'l'~"';'h"-llOlorl..rv..tnd,......;fttl""'ol~I,;gnnno.ybolmadlo brUooiadsc.n......... _Uop~i4........... "';PIt$qllf1ltd. d>,ecl", 10 lh.pun:,,- IOhlaldd.._lan .n.......1O Ih..tl.... till upO.........r..cnc.. _ brinot...illOtnlOOq "'" _tollhila>ntrlC1, itldud...,...illoCVIlec1'''Y~lfft!tI;l'td_..._. "'" ~ tv- 10 pry . '-"'01. ..... .. .non>ty'1; I... ...., II' aotn Ind ..~... III con/'looCliotl ...,lIt II.H:I'I ..it. """dlllltlll ......r bt ~"...,judgrntnlot~...","",,,II>CII"';1. I' "'" -- .,... boi,.. "'110 ptUCI.t,. ... "',udoc.ono.. 01 !hI _nll-. ot Iht purdo...... rlghn h......,nd... aood iudgrntnl is 10 ...rond. _....u.-...- 10 PIY'~...m ""'''"'''Y'' Ins Ind II' COlli...... ..pen........,.."fteCli........Ih..c:fJ "'1.lI'IdlllO.1he lI......tbI. - of-.t.....-a.to_... -condolionol"t1"llhtdl"_";I.~"'"Ch"'''''""''lbtindu48d..",,,;..og,.....t .!'Gtcnt~..a.dr..i1. IN W1TNfSS WHEREOF." pwIo....... "- "_1Id Ihit~,.. ollht Utt Iin:!:.-in---.... :........- -",. ,:.., .': '., )/.<1JL... ...)fA. .PoL 0 :'.-. ";:'.. :""'~"'.."::':'::~"'.~~. '&:SEAL! ; '~-,." .....:;;~~--:;: ==~. l~, :b.Lh"""~"d.U~""~"'ALI ... , f CLOIIA H. BODENHEIMER OoIlf1iul.y---,......_____ Jake Cr.,b~al .~ Be~ty Craybeal ._"-"b."~. 1Mcrib.f1ot1nd........IC\lIIdIht.....ttMrt.....fOift!9Oi...ifln__t,...:tIC~IM' <bay .......-. their .......tIOIoI",1try tct..,clINd, ....-a>d....JlIOMIttw....,..,.1IOooI4. GtVlN...........,"-"'f....tff.........1f\it /(J 6C" "'0' D'( CO::ZJIS:;iOil m SAFECO IUlCO nru 'NIU"AIIICI' (X)WII'AHV a~:~~Oi.~!1 yt~rr'I 0' nffl~Al mC'D:_OI P1~.9tc,.,'lr:f. .. tA><l1mJ:~. '79 APR 16PM 4: 3 Filed fOf Record.1 RrqotS1 of ~ 116 .~444 .....~.~ ADOII~ lL2Jox.mJ>>&cc....1."~ OTYAlfOIl"'1 'ort T~~....J!!.!h!!!~9a)68 11 :1 I: i i. I 'I! '. . No. ROAD CONSTRUCTION AGREEMENT BETWEEN DEPARTMENT OF HIGHWAYS, JEFFERSON COUNTY, WASHINGTON AND #,&A/G fh:, /Arlt"..? , PROPERTY OWNER ZJ/l.f3ofl-C/J/d?/7CUn? I".-eP ~/ :Sn9 4l? 7 rOO :.10 #.:3 raJ = See 9 70/' 3i?AlR/-:thV/J'" (E,,,..<' )?d,) Dat~ ;Jl Z-29-80 Project /'2- Section /V 4. ,,/, ,.f.f~ A/6~ Co. Rd. No. Descriptio" bTh1s agreement may be supplemented to tho written terms of any right of way deed but shall not be In conOid therew!UI. It shall a1!;o serve !Itr8~~rft1n th~a'n~c;:~~~t toUi3o~-rJ~ lI~~e~tfbfero~~ls~~~~~~~~ ~~dr1Johh:~rirlr n~~egbtrg~~~S~~~\'i ~~~ ~~~:te~!I ~~fe1rh~ree1fn~roln c~~ rJeht of way deed.) The undersigned hereby agree to the following condi tions for the construction of the project named and described above: (I) eo<'AAlY t:y/ur ri:, Y~/<ZGt:': CJ..., J" G"/q",~-<. /G"nc~ ev...../A h;!,; _'7'.- ~)"/~k (2) C>"/u1ry/ 7/>'u ,t"" /~~J ",;' ,..d'. q")P~.r.J, ~ ,tfi:?;le; (ei> ~'i'k. 99z:z'.) /7uNMY a,q'-"e s ~ ""')I'.I0v ",aM.,:",.) f fr-pce, ()) /'''r~/1'l /~;//,t:hy ,t;,: "'1~V ~eY~(:i~k hmb~y N4. ar?d will /7~:A'/j t:'Wn"::_ 6~'.Y6rr cJe"4'Y"~. Jeflerson County: 47~R~ Owner: (Signed) (SIgned) ~ .' :> , ' .', ":. ,. "':' . . ...' """,:.... ',' . ,.,.,': " ' " " " ' . " '.':'.' : . "'.. ..." ' ,.,' ,..' ,.," " ':,' " .. .. . .; ..,... ...,.':. :',,: ,'... ,.'".'. ',,, ' .,' ,',' ,:-':' .' ".', ' '. ,."., ,", "'." '., ,',."" " ',:, .".. ," ... .. " ... ,'" ',: . ,:." ..' .' : "':'," ,', ", ,.... " ".,....' , .'"'.',, '. "',,'" .,':,/:..,..., . '"," :,.". : :':-' " . '';' " ... " ' :,: . " ,;, "',' '. ".' ,',.:' . . ',' ". ".," ,:: ' ,. ,.' ".." , ,', . .. .'" J ,; . . " ' ", :',", ' " " WASHINGTON STATE HIGHWAY COMMISSION Department of Highways Office of Project Engineer ORDER TO RESUME WORK Contract No. 461 18 "F.A. "'0 .' . "':'-' , . Highway No. . ',' .' ,,.. H Section ;:; Oat. 12/12/80 " ,.' TO W.E. Seton & Son " d. D. Shotwell Co. , : '" ,.', Route 4.80)(1165 , i "outs 3Box312"' , Port Angeles.WA 98362 ~OrtJownsend.~1A98368., :', .. " ":, ,. " ~,'.:_~:::'- ;'Dea~';'sir: ' , r'~ ' , ;::':"':"-' ',': ""'."-"-':;' -: ','-", ' _,' " '-~-'" ',:-. ,., '" -, - :, December ,15., 1980 ,',' , , ':', ," ",,;:,.,.:.::, ' ':_,; "',~,-,;: :~r~~"~,,r~ o.rdere~, ,to resume ,work:~per,atlonS',on (date) k ,- d 'Cd ) Dt:&t1Ild>i2- t~t f,WtJ_ng _,IJe~~ :~~ ' \',::work',a,~d.for the ,ro_asons;os stated below,-on which war, WO,S su~pe~de ,o,te,,": " , ",', ,'_','; _",:, /.. ".:nifs work order fs fnno ,way fntended to pennftwork to proceoo regardless of,weather,/: 'condftfons. Should. groundcondftfons. afrtemperature. rafn.snow_ etc..beunsuftable ., '~~~e~~0II~11dfscontfnu!\1~~ul',paYfng operations.' '>> . ..'.........'.,!."\>". Al~o.t;heCOntractor w111frisurethatthe exfstfngshoulders.' l'Ihfch are.to be pa\/~d; .'." '... ., ..., , lIIIIot thespecfficatfon as. set forth fn the I~ashfngton State Stilndard Specfffcatfons.: ,for:'~oad~ndBr!~Constructfcin.' . '... . ,- , . " . ~ " .., ' , ., ~- , 'F," " ;'.;, ,-, ,"" "I' ',~~,~be~_,of ~/or,kln:g '-days I"' thi"s, suspension period :.N~',~~,'~, o~ unw~,~kQbl,e dO,YI and IU,sponslon preYiously reported "T~tar a~thorizod luspensions and unworkable days t() dale (To be" reflectod on the "ex,!. weekly statement of working days,) .Thil:-~,der II ,In'_accordance with Saction '.08.6 'of tho' Standard SpecIfications. Very truly yourl, 5 22 " 27 ' . Conttoctor . Whit. Headqyort.,. Constlllctlon _ Blu. Dh"lct Enoln.., . G,..n Project Enoln.., . PI"Jc -db~J;;;; Project Enolneer uwv '0'" 01.0<)1 IIn "'eY'.CDln, .':'.":: ' .' '':<-.. ,:.0 ': ,:,". '" ." ....< ...., ,," ,.'.., "'.'..',.,..".:...... . - '..' '.'.' ,..' ..., ,/ '. ,,;';'.> . ','... '...: . .,...'. '''''''> : ,,'''::, ' , :..'; : "':" ,"" ,';':' '," " ',.;"": ,:' . .,. ':,' ....,.", ,.: ".., ", ", '.:. ':, '. .", "...: .:, , , ", ......... ;",: ..';.: , ','" ..., --'"c, . , ~ '" , " " .. ,..':::',:',!':'. l ..' 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", !' .. ,. ,;..".." . I~': - ' ; : ! , . , I I " ... . .. . ; '-.: :, ;- , :' ; .. -, - .... " , I' i ; f. I .; '.' r' ", ,'.. .. : ; , ... : '.. ,.. ! ," ..,. , : I 1,- :" ': ,i, ,.. ........ " ,. : ". ':' I ""'!, ... , i , : , ........,. j..:,! , ". " .. I , - . :', .d..'..', i"., .. "",If;,'. DESCRIPTION '93o:FJI'JC;-C"Q};~~R-C'E 9364-P.T.lEADE R 9364-P. T. lEADER 6163-6218 PAYR OlL 6219-6224 BENE FIT 9948-EQUIP.RENTAl 9977-0RION TEC H.S 9987-SHELlOll 9992-WA.ST. .TR EAS 6531~6586 PAYR Oll 6587-6592 BENE FIT 1 0623-EQU I P. RENT A 10640~GEN~TEST .lAB 1064 8 ORI ONT E 6915~6972 PAYR Oll 6973-6978 BENEF I T 11210-EQUIP.RE NTA . Aceo U NT DATe REFERENCE flim(fec---5- HAno'Oo 5 HAno'Oo 5 JUN,O'OO 1 0 B~O'OO 10 JUt.,o '00 10 JUN,O 1>0 10 JUL J\ '00 6 JUL J\ '00 6 WL J\ 1>0 6 AUG?9 bQ " WG?9(lO AUC?9\>0 AUG?9'00 S[PJO '00 ORIONTECH.SER v. 11 233-P.T. lEADER 72'0-7335 PAY~ OlL 7336-7341 IENEF'T 119.3 EQUI P.~ EN Al E.ANDER SON 7629-767.7 PAYR .Oll DenIM 7671-7683 SENE FIT n~t'~80~~~~~.~ al ~:V~O'OO 8024';'8029 I E NEF 'TS 1328 6 EQU IP.RENTA 1331S-ST~TREAS. NOVJO'OO 2 8321-8373 PA YR Oll DECJ\ '00 2 8374 ~8379 BENEFITS 1404 .7-WN.ST. T RE" orc" '00 2 '-8652 ;'8708 PAY'R 0"'. -lLiN~0'01---3 8703-87 08 BE NEf TS 14698EQUIP.RE NTAl 14749-WN. ST. TR EAS. JAN,O '0 I 8975- 9024 PA YR Oll FEB?ll\1 9025-9030 BENEFITS 15474-EQUI P.R ENTA 9334-9383 PAYR Oll HI.nIB\ 9384-9389 BENEFITS 16328-EQUlr.RENTAl CENTER TO CIIIMACUM CRP 461 CHARGES CREDITS . 2 ACCT. NO. 541.11 & 12 SHEET NO 2 BALANCE 125.8 "----.,- ------,. 0 63~92" 655 ~069A7 655 ~135~2 1.781.3 420.48 260.00 280.00 30.8 15.1 5.751.83 1.358.77 420.00 19.50 294.00 '4.3611.32 9 n~97 320.00 9 II If 5 o 2 e,82.00 "..25,6 ; 3,948.6 937.0 3 20..00 "',198;00 4.222.21 1.106.42 400.00 2.186.3 5'4.6 350.00 109.32 1,288.6 296.1 260.8 1.268.83 337.30 550.00 268.60 533.27 1 36.89 200.00 183.9 !f 8.7 50.c) 2 3 2 2 l.EDGER DESCRIPTION 1584-1625 PA YR OLL , 2234-P. T. LEADER 2673':2721PAYR OLL 2722-2727 BENEF ITS 4098-MOORE,WALLACE MOOR. E.WALLACE REV.ASV , 4'01-MQORE.WALLACE 3394 -343 3 PAYRO 3434.,.3439 SENEF IT 5132-MOORE ,WALLAC 5141-STATE TREAS 5143-STATE TRE AS. 3292" ~loore,Ha1lace 374~3788 PAYR OlL 3789-3794 BENEFITS 5497-EqUIP.RENTAL '611-MOORE.WALLACE 5521-WN.ST, .. TREAS. 4099-414 0 PAY R 0 4141-414 6 BENEFIT 6062-MOORE ,WALLAC ACCOUNT Center to Chimacum REFERENCE HAnl19 13 HAY3119 13 AUG3 119 13 AUG3119 13 SEP2& 19 15 1/2&19 15 llCm 19 10 OCT3119 10 OCT3\19 10 Jul,y 31 79 NOV30 19 4 ~'OnOI9 NOV30 19 lllEC3119 S OEC3119 441 ~4464PAYR Oll JAN3\!l1l 4465-4470 BENE FITS 4804 -4846 ' PA YR OllfEB29&O 4847-4852 BENEFITS 7166V EQUI P.R ENTA 5126 -5170 PAYROLL HAN31!10 5171-5176 BENEFITS 8233 EqUIP.R ENTAL 5458-5507PAYR OLL APR30!lO 5508-55131ENEFITs 8685-A'. S. CARMAN 86C'-CAR' LEYS 1!687-CARlS BLOG 8693-HAOLOCK B lOG. APR30!lO ~i?g:~y~~ lR~R A~: RGlQ30!lO 8675-EQUIP.REN TAL APR30!lO ~n~:~~~~ Bf~~ P?~k HAnO!lO 9330-RENl'AI: APR30 !lO APR30\\O 4 4 9 9 5 4 4 4 4 4 4 4 5 . CHARGES 32.6 45.2 128.7 21.7 5.743.0 28.389.0 28.389.0 17.229.0 143.0 35.6 11.486,0 366;9 14.5 ,17,229.00 251.66 63.38 50.00 5.201.72 ,324.58 32.3 '. 8.1 1.743.1 84.1 17.2 500.6 131.6 140.0 387.06 148.36 100.00 1.811.8 458.7 560.0 167.0 27.0 7.1 51.9 31.8 839.2 1.005.5 278.5 f3~O:OO LEDGER CRP 461 CREDITS o 1 ACCT, NO, 541.11 & 12 SHEET NO. 1 DALANCE 23,378.97 34.864.97 35246.49 52,475.49 . . . ACCOUNT Center to Chimacum ACCT. NO. 541.3D CRP 461 SHEET NO. DESCRIPTION DATE REFERENCE CHARGES CREDITS BAL.ANCE 858~E. SETON JUNi() &0 10 36.223.7 36.223.74 10656-TRAF FIC CON a$I&O 6 1.044.8 37.268.54 10661 -W.E.SE TON &lJL5()N:) 6 120.441.10 157.709.64 6915-6978 pp., YR Oll AUG'L9&C 4 7 72 .50 6973-6978 BENEFITS 180.54 158,662.68 1124 2-W.E.SET ON AUG'L%O II 158199.47 316,862.15 1201i-W.E.SETO N SEPiO &() 5 211.029.86 527.892.01 12702-W. E. SETON ocn 1 &() 2 319.994.06 847.886,07 13319-W.E.SETO N NOViO &0 2 137.825.48 985.711.55 14756-W. E. SETON JANi()&\ 3 11.667.17 1 4250-W. E. SETON 89.978.69 101.645.86 16375-W. E.SETON MARi\&\ 2 57.992.01 1637 6-W.E.SE T ON 20.450.6 180,088.55 100'-10047 PAYROLL IlAYi\&\ 10056-10060 BENEFIT 180.255.66 CREDIT FROM SETON JUNiO&1 3.961.97 176.293.69 /1'71 u'e7"?w t?. JVL./ ?J II) I) (,,(>C I"S; /77. (,.'} LEDGER : :"", :/' :',.' :- :", , , "".: ,"',. .:.', ,..,' , .,1 ,..., ' I, :..> , ,;; ." >' ". ,',. :.'..,.'.. ',' ,;"," , ',..,', ;'.'" ,. . " ,{,,' , '."" .,. ,', :: ..,....,..".... ,,',,'" " ,i ,...., ",,'.,.,', '. c',"" ' :' '" ',.' :', . , ' '." "'.',.., ",.". , ", , ",.' , I'." :.", , ',,"'. ,'.','.' ,...;,'.'..' .;.' '. :~ ,'. ,', '".'" ,.... '" '. ' ., .'., ,'. "'.c.,..',' ',. " '..,.. ,..'. .." .'... '" .,.,',...,.' " ',', ".':,.',:,.':' ' '" ':," . .', , '.',...>. .', '. '. ':' ',,: '. .'..,'.. :'......', '" ,'", ,',', . ':,. ,., '.,' , ... ".: ','" .': ,.,". . ,', ",' " ..' " :..',' , ,', :. ". ", .", ".;.', ..,,' , , . "'''. :" ..:' "',:':' ",l:, I'> ;'.' . ,',. . :::..': " " .:. " '" ' ''','1 ,,' :',' ", ,..'. 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' , , ',: ",,', ,.' ,'.' :..' ,'c',.- ",:, "., :' .-,: : ': ': " : , :'.:::: ':.i), :/: , .'" ,...',,<., . : '.', :,'.,,: ,,' ", ,,','';' .. ", >: ...,:..',:; :.. .. ,,' ..'.. .., ':. .':"; . . ":', ':.. ..', "":,, , , ','" ' ." : , ".' ",' , : 'i~ ," 1/::;:7;:,~;"',';,:::\/~,'::- ....,.::,.,., :',. ""'" ,,::'. ''. .." ", '.:' I, , I .' , " 'I: C;'.I~~'t....,..."W'........._," ~,"' COUNTY OF JEFFERSON 5T A TE OF W A5HINGTON Work dono 10 February 28. 1981 Date March 31, 1981 lMobiliza tion 2, Clearing and Grubbing 3. Deleted 4,Roadway Excavation inc. Haul 5. Unsuitable Found. Excav. inc. Haul C.Y. a,Gravel Borrow. inc. Haul 7.Shoulder Compaction a.Asphal t Concrete Spillway a.Hand Placed Rip Rap a.Plain Conc.Culv.Pipe 12" diam. l.Cl.2,Rein.Conc,.CUlv.Pipe 18" diam. 2, 3. 2411 30" 4.. 3,6" 5,'rr.l Ste.el Culv.Pipe 0.109"th.48"dia L.F G.Deleted 7.Tr.lStee1 Culv.Pipe01.6~"th. 84" dia L.F a,Structure Excavation Cl.A.for bridge C.Y a.Grave1 Backfill-Wall for Bridge 0, :~:~::~~n;~:~:::~"nf~:casc prc- Tolals 5Jil% retained as per contract " .' TO 10/. E. Seton & Son :L.;.lstruction, Inc. Address Unit Prices Route 2, Box 312 County Road Project Estimate No. 2 06 65,782 Port Townsend, WA 98368 Final Quantity 100% 1DO% 7,50C 00 58,72 00 S8.725 00 7,500 00 461 Tolal Previous 9015 35,51 92 35,510 92 31,SS 50 31,55 50 1/4 Prucnt o o ' . , o o o , o o 60 00 150 00 o o o o o o I I L.S 7,50D 00 .S. 58,725 00 .Y. C.Y Mi. 500 00 3 50 2 75 2,S73 7,075 75 7,200 00 204 2,817 24 7,075 75 7,200 00 2~817 24 1,530 00 14,850 00 2,22S 00 2,375 00 4,108 00 '4,108 00 5,246 00 o o ,! /j'i']'?'!~-'-i' 2l,S2 .03 ' --- 1,07 .35 ,OJn 1 101,84 .20 ,081,397.6 20,45 .60 1(,I,r"').;J<j ,~~ I.???/.?I /i.' /'II. Z' . Wart'ant No, Total Amt. 20; 450.68 [ hereby cerllly on honor that the above estimate Is based uJJon actu~al...r a~s 2m nls an. d lhal lbe same Is true and correel. "4, f..t2.......- "11;" 1,'fI ~;. \ ~ -JI/ L.F 13 81 -- C.Y 45 00 L.F 15 00 L.F 14.4 )4 I 'fP~94 50 00 ./ 47.5 52 00 ./ 79 L.F L.F 1,530 00 . 14,910 00 86 00 ./ 61 5,246 00 '-- 1,200 00 1,200 00 2,410 00' 2,418 00 L.F 100 00 ./ 12 93 00 ./ 26 215 00 ./ 28 10 00 C.Y 12 00 L.F 29 40 " I~~, ',., 12.0 6,020 00 9.1 82.5 2,425 SO 144 00 1 159,04 .29 57,99 .01 "," 6,020 00 91 00 91 00 144 00 2,42S 50 1,'i.318J,"'~ i'3~2 56L~15.6 J'y,' '.7'1 '.'.. " ,1,,/,,~' .,; ,..~ ;'. ,;~ ,....;- .'f , .. .....: I. " ..... '.' ..., .,' '. -- --. ~. ',--' ..,,;..... " COUNTY OF JEFFERSON TO W. E. Seton and SOI{:-" STATE OF WASHINGTON Address Route 2, Box 312 Port Townsend, WA 98368 Work dona 10 February 28.. 1981 County Road Project 461 , Dale March 31, 1981 Estimate No. Final 3/4 Unit Prices QUAntity Total Previous Present 4l,Deleted . 42. Remove and Relay Concrete Culvert L.F 8 00 /794 6,352 00 6,352 00 0 pipe 1811 or smaller 43. Remove Wire Fence L.F SO 1970 985 00 985 00 0 4:1. Quarry Spalls Ton 20 00 3576.7 71,534 00 71,484 00 50 00 '5. Filter Blanket S.Y 1 DO 4,233 4,233 00 4,233 00 '0 - 'ii. 6" Perf. Drain Pipe L.F 1 00 ('440 440 00 440 00 0 ifl. Drain Rock C.Y 20 00 2S0 5,000 00 5,00D 00 0 '8, Remove and Replace with woven L.F 1 07 2368 4,664 96 4,664 96 0 wire fence ~. Hydroseeding . 27.03 ere 865 00 23,380 95 23,380 9S 0 . . Ill, Hydroseeding Tack Agent ere 220 00 15.34 3,374 80 3,011 80 363 00 U, Force Account L.S 550 88 601 52 -50 64 12, Cleanup and Road Protection L.S 9,S40 00 100% 9,540 00 9,540 00 0 " Furn. & Ins tall 16' Gate Ea. 2S0 00 4 1,00e 00 1,000 00 0 .. , II, Deleted (Per Chg. Ord. 119) ClJ!'tf~ I VY) ?O{Z l;-o - 8'~t z 60 lj, Asphalt Cone. Overrun (Chg .Ord.1I8r Ton 38 61 429.11 16,567 94 24,212 72 -7,644 78 -- - 1jl, Asphl for Tack Coat (Chg.Ord.1I8) Ton 240 00 7.2S 1,74C 00 1,740 00 0 - lJ, 3/4" HatsHats Rock (Chg. Ord.1I9) Ton 17 00 185.0 3,14' 00 2,946 10 198 90 8arbed Wire Fence Overrun .. ~, (Cha. 119) L.F 1 86 7,816 14,53 76 0 14,537 96 ; Ord. Crushed Surfac~ng 'l'op Course Over- 25, 92~ ... i '!g. Ton 9W 2849 90 0 25,92S 90 run (Chg. Ord.1I9( .. 1- Power Pole Protection L.S 11,116 00 lOOt 11,111- 00 0 11,116 00 (Cha. Ord. 119L.... Tolals ','t38,'j -0<'.' 21;t~ T;f"" 1 159,84 .29 13.2 . .03 510% relalned as per contract 57,99 .01 }N 15.6, 1.07 .35 '. ~'/ ,OJ ,'~ 1 101,84~ .28 ,0111,3 97.6 20,45 71GB;: Iv'~).:h" ,"? ,.'?W, . /? :1"11.11 i I h.,~~~ Warl'onl No trlle, ~.rll(y on honor lhot lhe ahove estlmale Is hosed upon ~elun~as Tolol Aml._1Q,..1So. 68 orrccl. ' 'j l m nls oncl that the some Is . "'-". .," , ,.:: ;. /:'::~'~, ,-'. .;. " 0_ _,;~.,,_ ll~' ~~\," ;'." ,:",;...l..' :1, ./../:',),'.,"',1 .~', .. j,~,,:~, (e PROPOSAL - Continued (. ..- PRICE PER AMOUNT ITEM APPROX. UNIT NO. OUANTI TY ITEN Dollars Dollars AT . 2,150 Unsuitable Foundation Excavation ./f 4~:47 /I ~d./O)~ 5 c.y. Including lIaul Per Cu. Yd. AT .j -:7;1.. .- 6 2,580 Gravel Borrow Including Haul ..6. . J /4.. 757. ~ U Per Cu. Yd. c.y. AT . 7 14.4 Mi. Shoulder Compaction If. tJ4:),: ()() '(A 40t'l. ~ 00 er~ AT ./! I.:l. ~ IS 8 250 Asphalt Concrete Spillway #' 3. ..2a.7. ~SG 1.f. Per L.F. AI' 113'7. :t,;;t, 9 123 lIand-Placed Riprap 'd,&.~7. ~h c.y. Per Cu. Yd. AT. . 10 726 Plain Concrete Culvert Pipe "/'1.,. :.00 III; d,/~.~ro 1.f. l2-inch diameter Per L.F. AI' '.:2d. :Ot:;, 11 70 Class II Reinforced Concrete 1.f. Culvert Pipe - l8-inch diameter Per ]"F. /; 54th ~()() AI' 12 78 Class II Reinforced Concrete 113.-'>..~ClO 1.f. Culvert Pipe - 24-inch diameter Per L.F. 6 '1 :<(). ~ Oc AT . : 13 55 Class II Reinforced Concrete #/1./_. : ()() 1.f. Culvert Pipe - 30-inch diameter Per L.F. #.,,2 S3(). ~m AI' : : 14 4 Class II Reinforced Concrete /I t.D. : 00 if "'4(), ~OO 1.f. Culvert Pipe, 36-inch diameter Per L.F. AI' : 15 26 TR.I Steel Culvert Pipe, 0.109-inch #..2.~O.: 00 11.- : 1.f. thick. 48-inch diameter Per ["F. ~. ,;}tJO,:OO AT 16 DEI.EI'ED Per L.F. 28 TR.l Steel Culvert Pipe, 0.168-inch AT # : If .J,,u ,,) {)tl 17 .fa. :01 1.f. thick, 84-lnch diameter I'er L.F. -P2- ( ( .. PROPOSAl. - Continued . PRICE PER ANOUNT ITEM APPROX. UNIT NO. QUANTITY ITEM Dollars Dollars AT . 18 124 Structure Excavation, Class A .4 9, :.5D J /. D:5'<I. ~ 00 c.y. (for bridge) Per Cu. Yd. AT : 19 150 Gravel Backfill for t~all (for 1/ /.~, :56 c.y. bridge) Per Cu. Yd. ~ 0>26:; ~OO AT. . 20 120 Furnishing 10" x 10" Precas t- '" .,;;.0":00 .#.;; 1.f. Prestressed Concrete Pile Per L.F. 400, : ex:. AT . 21 4 Driving Concrete Pile - 45 Ton ;{;, 000.; 00 #4 MO_ ~OO each Per Ench AT '. 22 L.S. Widen Chimacum Creek Bridge #"" L" ".N): ,1/'\ " : Per L.S. ..367000D :60 AT .I~, ~ So ' : 23 14,380 Gravel Base, Class B ~.3. 47 /'). ~ /JO c.y. Per Cu. Yd. AT , 24 7.820 Crushed Surfacing Top Course ,f' CJ_ ~5 # 7"; 3~ ~ ~() tons Per Ton AT . 25 9949 Asphnlt Concrete Pavement, Class B, ~q, ;65 i... tons Including Paving Asphalt Per Ton d949n.:R.~ AT : 26 6 Asphalt Concrete Road Appronch ~.:()O .j 'f/JO ~ each Per Each ~tJO AT 27 DELETED Per L. F. AT 28 DELETED : ,'"r -~. F. _. AT : -:- 29 1+,1.30 Asphalt Concrete Curb #' .;2. : S'o 'I ?P7.:5: !tJO 1.f. P"r L.F. 30 135 Structure Excnvllt I.on I Clnas 11 AT 1/ : . ~..;..QQ.. /I : c.y. for PIpe ~~~~_.;L4i)J~a? '-- --- -P3- . PROPOSAL - Continued .. PRICE PER ANOUNT ITEM APPROX. UNIT NO. OUANTITY ITEN Dalla rs Dollars AT .//, : 00 31 112 Gravel Backfill for Pipe Bedding ,{ ~ '7-2 L,1Il c.y. Per Cu. Yd. , .. AT J)-=1,:50 32 105 Gravel Backfill for Rock Retaining 1/ : c.y. Hall Per Cu. Yd, "/. 4/7.;5Z) AT i dlt), : tJO , : 33 100. Water A'7 IlO tJ) d::l M. gal. M. Gal. AT 34 DELETED : Per Cu. Yd. AT ~, : oil 35 16,800 Removing and Resetting Wire Fence .# l.f. Per'L.F. A? ~Nl,,~ AT 36 DELETED Per L.F. AT . ' 37 8 Furnishing and Installing Single .) .ftXJ each l4-Foot Gate 'DC) 1/ Per Each '4 tJi)O, :06 AT 38 390 Rock Retaining Hall 0:::>0. ;OCl tons Per Ton ..,f 1- J'OCJ, i6D AT 39 L.S. Trimming and Cleanup ~IfOO. ~ ()C), Per L.S. .,1/ IJOO. :Od AT : 40 2 Adjusting Existing Inlet Frames. 4/5(J, ioc:l : each nod Grates Per Each #..30CJD ide AT : 1,1 DELETED : Per Each [" AT : 1163 Remove /lnd Relay ConcreLe Culvert, #1'7.:110 .I : 1811 or smaller '/97~~~ AT - . 1/, : PRO.H:CT TOTAL 7;(.2 cfJ~.:~1 , ~ _1'/,_ Ml-~ D~ . . PROPOSAL - Continued PRICE PER NIOUNT ITEN APPROX. UNIT NO. OUANTI IT ITEN Dollars Dollars AT 5 2,150 Unsuitable Foundation Excavation ~i?1 :~o c.y. Including Haul Per Cu. Yd. /q 2$!!{ AT : 6 2,580 Gravel Borrow Including Haul -6:38 18,8~ :%> c.y. Per Cu. Yd. AT '33S :~ 7 t!,B2t! :~ 14.4 Hi. Shoulder Compaction , tk~et;.lr~ur AT ~~ 8 250 Asphalt Concrete Spillway (p,,:Z9:;) :~ Lf. Per L.F. . , AT 1~:6/5: :9~ 9 123 Hand-Placed Riprap 1/)24 c.y. Per Cu. Yd. AT 10 726 Plain Concrete Culvert Pipe OG- i;I {" :~ Lf. 12-inch diameter Per L.F. IC~/S3 AT : 11 70 Class II Reinforced Concrete ..55: "-37 ~'7l:; Lf. Culvert Pipe - 18-inch diameter er L.r. 3/7.5: . AT &.>3 ~ 1iJ 12 78 Class II Reinforced Concrete Lf. Culvert Pipe - 24-inch diameter Per L.F. t/, 11 tJ irz:!:. AT 13 55 Class II Reinforced Concrete 77:to Lf. Culvert Pipe - JO-inch diameter Per L.F. tl,3LJ~ :~ : AT "... '14 4 Class II Reinforced Concrete II~ ;75 '1~7 :GQ lof. Culvert Pipe, 36-inch diameter Per L.F. AT 107 ; tis : 15 26 TR.l Steel Culvert Pipe, 0.109-inch lof. thick, 48-inch diameter Per L.F. .;11713 :32 AT 16 DEI.ETED Per L,.F. AT :~.- 17 28 TR.1 Steel Culvert Pipe, 0.168-tnch OJ t/.S :~ ~/87l? :~ lor. thick. 84-inch diameter Per L.F. -P2- Ie . PROPOSAL - Continued ~..:.'\ PRICE PER AMOUNT ITEH APPROX. UNIT NO. QUANTITY ITEJol DoUars Dollars AT q:1& 18 12~ Structure Excavation, Class A .:--- ~ c;y. (for bridge) Per Cu. Yd. /?d1 AT ~~ 19 1!!0 Gravel Backfill for Hall (for ~ .~ i",' . .. bridge) 900 . .......... c~y. Per Cu. Yd. A'f ':gS2 :":,~, ~ ,120 Furnishing 10" x 10" Precas t- ...:s'O Lf. Prestressed Concrete Pile Per L.F. .3,&00 :0:> AT 21 ~ Driving Concrete Pile - ~5 Ton C} t:, 'Z :tD 3/81F :~ each Per Each :- AT .' 22 ~:"S. lViden Chimacum Creek Bridge ltdll1/'$q-~ ~~ ..., Per L.S. 2'2, ~g 'Z AT ~/11>" 23 1~,380 Gravel Base, Class B (Pt}8Q~ ~ c.y. Per Cu. Yd. AT 8:50 2~ 7,820 Crushed Surfacing Top Course .~ ~,410 :~ tons Per Ton AT ..7~ ~.a :?2. 25 99~9, Asphalt Concrete Pavement, Class B, ;;l~ t.j~1 tons Including Paving Asphalt Per Ton AT //~ :QQ :~ 26 6 Asphalt Concrete Road Approach, 6/100 each Per Each AT 27 DELETED : Per L.F. AT 28 DELETED Per L.t': : AT, ($ :€e 29 ~.1.30 Asphalt Concrete Curb 05,637 lof. Per IHF. AT '9 : 7'5' 30 135 Structure Excavation, Class B .- 1-&'6 :;IS- c.y" for Pipe ----r;rc,;:yz :=- -P3- . . PROPOSAL - Continued PRICE PER AHOUNT !TEH APPROX. UNIT NO. OUANTITY ITEH Dollars Dollars .~ ; AT : 31 112 Gravel Backfill for Pipe Bedding dt/ :.0 .;7/ 79'~~ ~ c.y. Per Cu. Yd. AT 19:~ 2p79 ~oO 32 105 Gravel Backfill for Rock Retaining c.y. Wall Per Cu. Yd. : ...... . AT :~ :.-- 100 Water ~. '. H. gal. M. Gal. Z. PC, AT 34. .'. DELETED : Per Cu. Yd. AT ,;l : 1.9 :~ 35 ,. 16,800 Removing and Resetting Wire Fence 4b,Uv l.f. Per L.F. . AT 36 . DELETED . Per L.F. . 37 8 Furnishing and Installing Single AT :00 :~ each 14-Foot Gate :Z1~:- '2/2.00 Per Each AT /9~ :~ 38 390 Rock Retaining Wall 7-1/0 tons . Per Ton AT //-305: i~ [ 39 L.S. Trimming and Cleanup LuIJ/r'.!i1m \, , Per L.S. \' \ AT I) 40 2 Adjusting Existing Inlet Frames .38B: cD :~\( .- 77cP each and Grates Per Esch : AT 41 DELETED : Per Each AT : : 1,2 1163 Remove and Relay Concrete Culvert /S-:/2- 17-5!3V :~ ....1; 18" or smaller .- Pe<z.. \..F, : AT : PHOJECT TOTAl. 91/'9'.9P 66 . -- -P4- -/'198 " ". . ..... .: . . "." . .' . '. .' '. " ,,' "" '.'.,', '. .'...,: . ..'. ". :"" '" . ".' ..; .'.,' ". .."..' ,',; ".,;, ~, ,',C\,.,:,/{::::II, " :.. ':.~' ~>:,:~1',~"::,:, " '. ". '., '''''0 .." " '," ',.' .::, '., . ",' , . .' "': ..' " , '...', " . "', .' ". . 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Mobil ization ls 5.000 00 100% 5.000 00 0 5 000 00 >2. Asohalt , Concrete Class B tns 38 90 785.33 30 549 34 0 30 549 34 3. - 4. 5. . 6, ',. ,)~ 7. -! ,\ 8. .. i 9. , 1.'10, 1';,11. 12. 13, 14. 15. -- 16. t-- 1-- .17. ._-_. 18. --- ---- - - 19. - ----- -- 20. - . Totals 35.549 34 0 35.5~~ " 5% ~x rctained as pcr contract 1.777 47 0 1.77,47 .. 33.771 87 33.77 87 Warrant No. Total AmtJ33.771"J!L I hereby certify on honor that the above osUmate Is based upon nClua~~ts and that the same Is true and correct. ___,,~, ~, '_, ~, County En,InOClf I, the undersigned, having first been duly sworn, do hereby depose and say that tho abovo bill Is truo and correct; thnt tho work was actually porlormed and motorial furnished as therein charged; and that there is due me this date, nccordlng to contract, the sum of $,~'G1:9J.!t-, find that the same or any port thereof has n~ p)~ , }. for..:z:;y~I..t!1ze:...A.ow"u r C:l> .2Nc (Sign Here) ..-.::-r \ Subscribed nnd sworn to belore me this Dote ,19_ day ol ,19_. orde~~ ) By ,_"5' ..-- ;!-..,<v"" . Olunl)' Audllor Chllrman, Bond of Count)' Commllllonorl (SEAL) 4"..... .,.........'.. .'. r.,,, . , ,....... .. 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' " ....'... ,. . ' , ',., . ,"...... ..',..,. ..'. .,.. . .... ,.'..,' ".',. ",< . " .,'.~ ',' .' " '. ", ...' .' " ...,.. . .' '" ,,' ',' ,'. .'..: ..... :~ ,'.., ...', ' :' ".,' : :,' .. "", .' .', '. " ,,', , :. :""'" .", ',.', '!:/'" , " ,\ ~~~~k~~~~m W.GTON STATE HIGHWAY COMM80N Deportment of Highways Olympia, Washington I Report No....,..,........, e ;' ',.,;.,; WEEKLY REPORT OF PAVEMENT CONSTRUCTION . .,',. . ::::::,~EU\~~~:i:~:~~~O',~:::,Q,~.........,:;~_::~::::~t{::~t~.~~::~~;,,:;~~~~:~:::~::::~~::::::~~'=:=:~:::::::::::::: ",E::~~~~~:::~l~~~~~:_:;, " ",' Source: '( Aggregates) .."._...."...............,:........"._"._....."._......,,,. (Cement) ....,...,,,..,..,..,,,..,,.....,.._,,.,..,,....,..,..........,,,,...,,.._..,,.,,..........,,...........,...C. Type and Source ':",""',, o BiSuTr o PoCeCo o AsCoPa .. . ,..' 'j""'o'~e '" ~. '0-. ""','..:::.:,- -,~:-,'~, .'..~ FrL ',..,::""'..c::', , ~ Sat. .,' .~...,...;..,_ ;. . :~~~Il.iJ!l~.... ~ e~. 33""\. .. ~Ttles,..::.::-..._,~,. '.". '. , '.~~ed.;~,.,_..:_':".:.. :~. " ,T4u~s. '_'~'':''H~HH:':'.' :..:' , ",:_,:>':.~';':,' "',,/".:'" " ...'. ' ",', /'.: .,' ," ....' ""'18"'5 "~ ~ o.J' '..', '. '.' .....' "'.'.', .",". .,;~~~~t~~~~~:~~2~~~g.... :::::~_,:~_~:=~=~~~~I~-..~~D;~,:,~:~~,:~:~........~:::~::~:_:~:..::::,~~.t~,::::::~::::::::~::~=~::::~~::~~:::::::::~~::~:~=::::::::::: ___-l~S;L_;p..&O,,!:!-..~2,,-.~...--~,..L.v..~}.""-...,--'E..~.........-~..)..~~~_.._..,~..~;..~..__..!'-\ ~~5:::S;.. .,c.__::!fl;..~~...c.:...~,-,...J..::'::\~-~'7.,..':?.J:.!,L~...... "T ~~~......._:::t..::\,~:r...,_....,!:r.:...,_,_~,~S......_..~:-:..._~~~_~~~~~." '. Sta. to Sta. M.P. to M.P. Min.-Max. AirJ:::'J:e:nd Ho"," Operated. 1-1- \>\0 -e,.... 2.. <;0 ~ "',,'-,),"( ~ 0 ~'ijl$" II.Y'G/l '"Ii' '14 c 2.0,00 woo'" '<::>:",,- -.-'..-.--.-----..--"---.....-.--..------'...'-..-.-'.........';:;-,-....,......,--,-..-"..-....-. 7.........'..~"--.._--.. Slgnc~fL:a~z;:;,~2~, t::::' nul'on' EnllnV ,.,pe".r n. '". 13..2IA Cnty.loQ). .... ~~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~"" "\'", "i ~@ 140:' 864 . LAKESIDE INDUSTRIES. PORT ANGELES DIVISION . po. BOX 7 BELLEVUE, WASH. 98009 Phono: (2061 452.7803 Dal. h-18''i?L Company - Address Job Name and Number 4d-.O:J,.LI ':;';, ',-)":_~.,:: ./1:(; ~') ,', A" ,) I b r' \,\, <:j, D -1 ,(j 0 1.. ~,;, ':> () ') .., , '...:,.. f> 3~?-O ".' Ouantitv Material Unit Price Amount " 20.9N'N ~ - II" I Y , Total Truck Company __.L5I' Signed ----_ Load Number _ -- Unit Number !t.f{'2-.- .", .,. ~/, WA. ST. CONT. REO. NO. 2'3.01 LA.I<E.SI.- 214JO ,,:,,.':':'" :'.', ,:,' '",' . , " "," :''', , ,." , ,":' ,," ,,', " , ", ;;: .' ',' ,...., ,',,'. ".. .,': "",', :' "', ""','.' ' " : .,,', :',',',"',," " . ...... :". ,'. '," .::,':' .','" : ,<;' .... '. "" ' ':':..." " :.., ',' :,,' ;,,,, <;:' " ' , , ..... .'..' ".'.. ,,:' , :: ,',. , ",.....,' ,',', ,,''', .' ',", .' .: .... .... " ", ' , ':"''.;, ,c. .,,' , ':"',, "." ,. . ... ...... ....'. ,.... ',,',': . '., . ":"". . ." , . :', ::,: '., ... : ::, ',,::,,' . ,> .": .' " ':'" ,:' ':,' .' '; " ":, ',', ' , "..,,:, ' '. ~_..''''-'-,..._--' { ',: ' , .' '" .,- , ' .',' , '" :' , ':.','.., ," , ,', , " , ." '", ' . . ' :: " . " , ,'" ' -:' "",,' , ,', ,', .,: . -' , ':' ...' , ..,.,' ":',' ',' : ','... ' ......,'.... ,'.,,' , , .,':' ..' ,':;", ", ',' '" ". '.'.. ,'. .', .,..".. ',' ,''',.'" ":,'" ',' .,',,' , . ' . .'., ..... .' .'.. , , , " '" " ,,' "'",, '; :', " ' " '." '. ',,,' " ~:." ' .. ,'.,'..." .'" ", ',,',: ~@ Company Address Job N~~e and Number =: . ' , ';:,:, " '., " " .' . .'. . ", .,' .". .< '" ,.' ':, ''',' "":':,,, .- " ' '. " "'",:"':. , . :'.', ...., . " . ." ",;.) .,.. . ....:, ",,: "'.: ., " " .',:.' '''''' , . " ":' . , . ":, " :" <, :-. "J. > . ...'... '-A,O 864 . LAKESIDE INDUSTRIES'" - PORT ANGELES DIVISION po. BOX 7 BElLEVUE6 WASH. 98009 LJ ;;"O;)..L/ -1 :1) <'I .1\ :0 q -,' n, 3 f ,r ."'.., Ouanrity Material 2~ Wtv G-/J" J Y , Truck Company { ST' ,,' Signed li./(~;: ~., , ' . . ':, . '>'" ,'.',,'. .' i.',".......'.....:,. ':: , .... ,'. .... < .. " \. . <,', . ...., , :,','" ':,; , ',' ,", .' ' ,. ,', ," ," , '" , , ," "':,' , ,',",: . ..,. >i' , ' .".': :":':':"'-' ,,; '"'' "":.,, "i::. .':,"" " ,,' , ',,"" ".::." IL." Phone: 12061 452.7803 Date (,: - 18' -1?2- !' :" ::: 1:, "', r::, f,. , ",:',; = 82-""4'0 ,;':', '1 ::: <:> 0 2 () E 3 g :2-0 ",.:', '. Unit Price Amount , ':," ',:. ":,,,, '."....1', " :.;: '. ' :.'",' "", ,;', ,':" , :" Total \"',' , ~Unit Number ~ ,,:::.1 - Load Number _ ;:""(';:':'>~"'<' ", . " .' f" .'... "'" ,:',.'. , .' ,,: , ',,', "::"'" '" "'" " ." ,,', " ......'.,..:;.:..::,.. '.. . :...' "..' .... , ' ':,: .',,' , ,:" , ,",."..'.. ,;', ' :,',.',..""", ':" ,::':.' " ','", WA. ST. CONT. REO. NO.22J.DtlA.KE.Sf.. 214JD .: , " . , "', , " :: , ',::, " .,..;....: .. , . d. :. , , ",' ".' . :: ,,' : i. ~.2c . . PROPOSAL The Board of Jefferson County Commissioners Jefferson County Courthouse Port Townsend, I~ashington 9B368 THE UNDERSIGNED AS BIDDER DECLARES: That he has personally examined the 5i te and premises of the proposed improvement and determined the amount and character with the accompany- inc contract, plans and specification. That, he has been regularly engaged in contract.. work of the class required for the attached specifications for 30 'years. 'fhe undersigned proposes and agrees if this proposal is accepted, to provide all necessary machinery, tools and equipment and all other means of construction to do all the liOrk and in the manner thor-ein prescribed and according to the requirements of the Engineer as therein set forth at and for the total sum set forth below which sum shall be ad- justed in' final settlement according to the amount the actual quantj,ti,es' intl)e.constI;Uction are increased or decreased from the amounts given in th"Vst of quanti'ties at and for the following unit prices: ------------------- QUANTITY UNIT ---------- 1 LUMP SUM LS -----..----- 2 800 TONS ..- ----.----.. :::~~~~~~~~~;:::::::::::::: l;';:;;;;;~-~'::;";;;;;'"~~' ----------------------------- ------------ --~------- ASPHALT CONCRETE CLASS B, 38 ~ 311'20- __ _!~~;_~~y!~~_~~~~~!_,_____ _'-_______~~_ __ .I.__? ____:__~ _.,:~~:~:~_~~~~:_:t~~!~9_~__ a~r A proposal guaranty in the sum of 5% .of the ,total bid is attached hereto in the amounty' of $ S% BID6(:)~D, NAME 01' BIDDER: INlEflStATHSf'HAI:'f-e6:;-lNC. P.O. Bo. 208 ' ABERDEEN, W~~Ij.,9B520 ADDRESS I .~. Signature of Authorized Official Title PRESIDENT Dated this 8iu day of ~NE. . 1982. . . <61""m~r6' > PROPOSAL TO: 1~e Board of Jefferson County Commissioners Jefferson County Courthouse Port TOlmsend, Washington 98368 THE UNDERSIGNED AS BIDDER DECLARES: That he has personally examined the site and premises of the proposed improvement and determined the amount and character with the accompany- inc contract, plans and specification. That he has been regularly engaged in contract work of the class required for the attached specifications for ,years. The undersigned proposes and agrees if t;his proposal is accepted, to provide all necessary machinery, tools and equipment and all other means of construction to do all the Ilork and in the manner therein prescribed and according to the requirements of the Engineer as therein set forth at and for the total SUIII set forth below which sum shall be ad- justed in final settlement according to the amount the actual quantities' in the construction are increased or decrea'sed 'from the alllollnts given in the ~ist of quanti ties at and for the following unit prices: '--------------t-------j-----------------------------f----------------------1 # QUANTITY UNIT ,. ITEM UNIT PRICE 1 TOTAL !: :;~;~:' :~~~: :::~:2!f~~~;:~~;;:;~::::~:~2:~::I:~~:;;:;. ~ INC. PAVING ASPHALT ,;>~. ,"', '7'-',d(J(J. 1__..... __________ _______ ________________ ______.....___.__ ____......... __... ___.&.___ __...____... PROJECT TOTAL ~7, ';5"dO. 00 -,-------------------"~---------- A proposal guaranty in the sum of 5% of the total bid is attached hereto in tho amounty of $ ". NAME OF BIDDER: C',vi7'/,vt!'<f!-e';1. E,:S'r/....J~Td ADDRESS Signature of Authorized Offici,al ~CW;I1Z~ Title r.],,lj:jf". ,.f AJ 6-. Dated this 7-1:1: day of Jd.v d . 1082. .. __M_ __ow ,.__ --- .-.. .. p.~ '" :il L H P n' ... d ...... H n CJ ~ I ~'~i ". '" I,j ~.; 0 ~ f CJ ] ~ '" ga: ~ :~ 0 0 ~ ... 0> tl ...... I .:.1; ~ ... r<, '" lO R ... 0 f:1 o"N U "'''' u ~ Hr-- U '" '" ...,'" ~ 0[- r::~ 0 PO ... 0 ...... tJ ~ ;i '" f;:'< ~ '" 0 U ~1.',' . ~g; ~ " "':;J 0 U) c:; ~ ~ "f~ 0 0 'y'~13 H 0 H 0\1), q E ..: Lt> S ~G~ '" n> iX:,,1l4 C ."- ~'" . ... '" 8"f!5 ~ H '" .. ... . ~ ~ u H'" ~ ~~ 0 0 H 0 :;.0;. ",H 0 . 0 0 u rt: E-:t "l. ~ .:: I:h N .:: V> -:: t:t~ fa Pt ~ J<l Z ~ ::> 1 ~ a: '" i rr. :.:': Il.I hJ IJJ v; Z <: :.-: ;:~ 0 I"'~ H ! L>O ... w'" ~ l- e i::~ U 0 ~ II> ~ ~'" J>l ... '" '" 0 N ~ UI<l II> ~ ..;:> .... i 00 .l:J :Q:& ~ hJ l'" '..r;.: ~" ~ hJ 0 ...,c.; E~ !!5 ~ [';1~ Vl f- ~...... ?3 0 0' ~ -l Nri .o. I- t- ... '" ,., ... '" IlO '" ~ ... ~ ~ ::; ~ ~ ~~ ~ 0 ... N M ." on ... N N .. N " ~,I ~ o H ~ o H ~ H o H o o o ~ .0 M V> ~ o H o o o o Lt> ,... ... V> ~ o ... . . The fracture and sand equivalent requirements shall apply to the aggregate material at the time of its introduction to the cold feed of the mixing plant, except when the material is being pro- duced and stockpiled for use on a future contract. In this case, the sand equivalent and fracture requirements shall apply to the material at the time of stockpiling. The properties of the aggregate in a preliminary mix design for asphalt concrete shall be such that when it is combined within the limits set forth in section 9-03.8(6) of the standard specifications and mixed in the laboratory with the designated grade of asphalt, mixtures with the follwoing test values can be produced: Class of Asphalt Concrete --------------------------------------------------------------- Stabilometer Value.....,....,.,. Min. Cohesiometer Value..,........... Min. % Air Voids.. . . . . , . . . . . , . . . . . Modified Lottman Stripping Test 25 100 2-4.5 Pass 25 100 2-4.5 Pass 25 SO 2-4.5 Pass 25 100 2-4.5 Pass Gradation - Future Use The table for FINE AGGREGATE in the first paragraph of section 9-03.8(3)A of the standard specifications is revised to read as follows for Class D and Class G asphalt concrete: Class of Asphalt D G ------------------------------------------------------------------- Size Designation 3/8" - 0 3/8" - 0 -------------------------------------------------------------------- %Passing 1/2" Square Opening %Passing 3/8" Square Opening 100 97-100 %Passing 1/4" Square Opening 60-88 %passing U,S. No. 4 Sieve 30-50 %Passing U.S. No. 8 Sieve 5-15 %Passing U.S. No. 10 Sieve 32-53 %Passing U.S. No. 40 Sieve 11-24 %Passing U.S. No. 200 Sieve 2.0-5.0 3.0-7.0 Proportions of Materials The table for GRADING AND ASPHALT IlEQUIREMENTS in the third paragraph of section 9-03.8(6) of the standard specifications is revised to read as follows for Class D asphalt concrete: Percentage by I~eight Passing Sieves --------------------------------------------------- Class D --------------------------------------------------- 3/8" sieve (square opening) U.S. No.4 sieve U.S. No. 8 sieve U.S. No. 200 sieve Asphalt % of total mixture 100 30-50 5-15 2.0-5.0 5.5-8.5 -4- .. . Maintenance Rock The grading specifications in section 9-03.9(4) of the standard specifications are revised to read: %Passing 1/2" square sieve %Passing 1/4" square sieve %Passing U.S. No. 40 %Passing U.S. No. 200 100 55-70 10-25 7 max. SPECIAL PROVISIONS The following special provisions supersede any conflicting prov1s10ns of the State of Washington Standard Specifications for Road and Bridge Const- ruction adopted on October, 1980, and the foregoing amendments to the Standard Specifications and are made a part of this contract. All ref- erence made to the State of Washington Department of Transportation, its Secretary and Engineers shall be made to the Jefferson County Department of Public Works, its Director and Engineers where applicable. DATE OF OPENING RIDS Sealed bids will be received at the following location before the specified time: Office of County Commissioners Jefferson County Courthouse Port Townsend, Washington 98368 Ph. (206) 385-2016 The bid opening date for this project shall be June 8, 1982. The bids will be publicly opened and read after 10:30 a.m. on this date. CONSIDERATION OF BIDS Bidders are notified that all bids are likely to be rejected if the lowest responsive bid received exceeds the Engineer's estimate by an unreasonable amount. In the event all bids are rejected for this reason, this project may be deferred for readvertising for bids until a more competitive situation exists. DESCRIPTION OF WORK The contemplated .work to be performed under this contract consists of the improvement of 0.35 miles of County Road 216, Upper Hoh Road, vicinity of lIell Roaring Creek Bridge (~f.P, 0.03 to ~l.P. 0,38), by paving with asphalt concrete and other work, all in accordance with the attached plans, these special provisions and the standard specifications. OTIIER CONTRACTS OR OTHER WORK Referring to the second paragraph of section 1-05.14 of the standard specifications, it is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the life of this project: 1. Routine Maintenance by Jefferson County road crews. -5- .' ".',",'" ,"" , , ," ' '.. ",' -'; " " ' ':.':. .: C,' ' :, ." ",," >,; ,< ",,' , : , " ,,", ',. " ","" ' "','" ,: ,.,,':,' ',',' '" "",' ",' , , ", ,:". :':":':' ',",,', ',:" '.., ~, COOT OF I,\ONROE ST, '" ! ',C .. ',,' , ,,' " ";' " "',i" '."J;.",! " t .'~ , :',' ',""" , , ,', "", "', ", ':~ , ' ", . '" ;,:,', . ,,-' ","', """ ", ,: " ,__l~ TONS , , ":', ,::,,: .., ',,' : , ,'__". TONS .: ,,', ;, ,':,: '",:,.:::"" ~~~.- " , " ",'" ",', ,',' ': ',,: :'," :"'....,:,, ":"':" " ,', "",",' ,,', ' :, ': ....':.:' ,-' ',' '.,' ,',: , :::,"',,', ;', , , ,-,' " '" " "", , ,:: ,"'" .' " ';'" .'" '.::, ". ""'.', ' ' ..' " : ,:' ," ," ,',' ',,;,'" '" ,'" , ", ,', ':";'"'' ':"" co' " :',' , ," .'\:",." " " " C~S(R,prl(H-J :lS:~~~IX &1 ASPHALT TREA TED BASE IONS :~:~~IL~G ~~E"AL'x I ,.:, . ,',', TONS PATCHll~G ~~TERIAl \t) ;:..'(..:'-:::.: ~)/:' ~~i ROCK \1 I': ',,, ~=:sfQ"',, GALS EMULSION '\. ' :,,' ' ._,,______... CURB ~ ' -,~'" ~<.: , _ __',," 'j'<~C:_~ ~c'+_ , __ __"__,,,.____' __ f ,"" I"'" ~U f,< ,,' , 114 9 ~"".;,:...,,/L .00 ' , ',: '" , I' '" . ;:~m~\i!{~~~-;I,",:.: "'.' ", ' , , ,,' , " /, '.' "',' ,; ,,' :' ': ,.':';"<"'::":":""""'-' , ","':::.:'> ,-io, :. ,; ',', . , / . '" ,',,'.: ':',: :"':';"" ',',', ',,': ,"., ',';,.".;"'. , , ,--' "'." " " " ", "',:;-:' , ' ''';' :,,' , "".: ":' ,:t :,": " .,' ':' ':: ",,' "," ,,', ':: ,,',,','; "",',.',', " " ' .' "', " .": ,::": .' ", " -, ", ", " , ,', , ' " , ""'..",' ,- :' ,',' ,. ".' ", ' , , ,'; ',', ,,' " ,,,' g:::~:./~ ,': , ',' ";"',' " .... ' ',' " ,:'.' " " ",':',,::,.' " " ' ~i!: .- :',' " ~':-'-':""," -_r,' , " . " , ,,:: , ",:, ',' . ' ",', '" " c,' ': ",,',' '<: " ' :,' ,",":'" ,. , , ,': ' " , ,< ,: " ",' ," ,,' , ' ,: ' , '" , " ','. " ' ,. ' .' '." :, ....':,.' .,' """ ' . . '.',' ;' , ,', ,',' ,",'. '. ", -- ",,' '" , -; ,," ',' ", c'" " '.,' ,',- , " ,".' ,: ""'." ",'", :,:. . "....." .', " '., ': ' "',:':'" ,"" :"', "" '; ,:. .,,: ',',:,'" ,;' , , ;,,',' P,O, BOX 20B r"" ' " :'.' " ,"',,: , , :' , ~ " " ," I NeT, ERSTATE ASPHALT CO., INC. 533-0610 I~"";' cu:;rO,',q:>< ASPHALT PAVING CONTRACTOR ABERDEEN. WASH, 9B520 "">1ft. -'} )-g:~- ..--, / A...6:.-~ I / - / t ::':.\f. -~L7/.~L-:I;:;T-~'-" ',::, :"I.:'!',' c'" ': , ~. .. _' c l~~~~.,.#, ?--v UN,l AMOUNI " :),,,"",' .,:" I . "";,J'--:"J.-:' . :,' .;"'.'';1 .. ! , .',: '. STATE.F WASHINGTON . DEPARTMENT OF NATURAL RESOURCES BERT L COLE, COMMISSIONER OF PUBLIC LANDS No. Department of Natural Resources PLEASE REMIT BY CHECK OR MONEY ORDER AND FORWARD WITH COpy TO ) I L Del Hur, Inc. P. O. Box 519 Port Angeles, Washington 98362 DESCRIPTION OF CHARGES Pit run gravel 2,884 cu. yds. @ $.50/cu.yds. '-UND SOURce . U8 SOURa AMOUNT - t- --- -- ai/<<'ii:Jt- 'I OATE, 9/10/80 -.J TOTAL filEND COLLECTION INl"O, TOl INVOICE 9315 AMOUNT $1,442,00 $1,442,00 SPI[CIAL INBTRUCTIONS: r r r- AUGUST lJ[] THURSDAY i~':"i, jl)Ifi- ,~ : ):.' ,; { \' . , ~_\t ! ~ t ~ 2201h doy - 146 days follow ~ 980 ';1 ~~ T;", ; {, t f ! j ~! , <i ~ I Y8( Hc." \",d u06".to.'ole <e';' Ic.L e ~ w' \1--. pit rl.ln L L L -, --' ., -, --' -1!' , ,'. ~. ' ': .....,. " .- ',' ,-: f'- 0 .." " ',,'. ,', ,:' . ',' , "';'. ,", " : ,...'. ' t, PARTS p,NO EQUIPMENT INC, 8-a-ao " 2. ;:,,~) \1") 'I. 12 ":)! 2.? ,'''p:s. ~2. r"/" l64- -: :j /. I, j " ~" ~ I ",. ":"'" :,', "',:' ,', ' " ',', , , ,," ," '-" " .-' . '", , ,'" .' ;', . ".,', ;' . ", ,;"" '. ','i '-,": , :"'~"~' "., . ," "", . . , .. . ~:". . , . ",;', " " " , . ..,,'-" "., "..,.. ,;' .,- , , "--- ..'. ; ", , ,', ri'y"'V ~!11 '/J. 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Timber volume and ~rade Ny cruise determined the following volume and grade. ~ Ave. 'No. Species Volume (Bd.Ft) Ave. Diameter LORs/Tree Hem.&: W.f'ir 38,070 19" 2 Spruce 8 ,!~70 72" 4 Cedar Green 17,080 27" l~ Dead 9,150 54" 2l:i Alder 3,,510 76,280 Grade % Species SN lX 2X ~ 22f ...J. H & ~lF 1 4 30 10 15 40 Spruce 76 24 Cedar 7 7 62 2 22 e. Value determination The value of the merchantable timber can be determined by the Market Data approach in which comparable sales are used, or by the Modified Cost approach where the market value is the differenoe between the log selling price and the produotion cost. I was unable to find sales of comparable timber volumes and grade. Therefore, the Modified Cost approach is used for this appraisal. . . . r. Modiried Cost approach In this method, the cost or logging and the log sel- ling prices 'are. kno>m. 1. I'larkets: A number or, mills and log yards in the ,Forks. and Port Angeles area were.' contacted ror prices to be paid ror logs delivered to their yards. 2. ,Log sell~ng prices: Tlierollowing log grade prices were'developed rromthe market study. These prices will b~ paid ror logs delivered to a log yard in Forks; $/M Board Feet Species SM ,g 2X ~ ,;g --2 HCcWF 450 550 375 190 280 190 Spruce 700 ,200 Cedar 900 800 370 300 175 Using the above log selling prices and the grade percentages developed by the cruise, the rollowing average log prices are calculated. Species Ave. Lop; Price Hemlock 6: W.rir Spruc e Cedar $2'(6/M 580 393 8 . DISTRICT SALE CRUISE & APPRAISAL "'Sec. 2/ , Twp. 27 , Rge. J2.. ~ (\-I) Acreage- Per cent of Cruise 100'/" . RECEIVED FEB 111980 SU~l:'IAR '( . JEFFER,SON COUNTY Crulser LENaaN'!f~C:: c?Ff'ICE Da te 11_ 2- - 7 LOG QUAL!TY Species & I R~=Z!~ Del. Pt. I ' . Gra~e I, Av~. I r. nee Pnce 1: 2 3 t; 5 ::"~ 2J5~ 5 ..; 2.1$:.0 h .23 '2.\5'::0 I .100 I I 77.'-iO :';:j.~S 2.15.co 7,75 I ~ I I ~ I ~....~ 00 I ':::",7-5 i -"\.1=3 I , ! Speci es No. Avg. Tal~iff of DSH or Trees Form C1. R<2. 0 .3 G ,'2- 0 Lil H G /35 S5 0 G 'f TOTAL I Log /110, I Gross Gross !sreakage -lllet: I , -1- 11L<:~ngth of I'o]u:;;e '101. /& Defect V01wr.e.. '1oLjStump ftmount LOQS Per Tree r,!BF % '101 ..r.mp f ~.mF J:':SF aoe 1.32.1 1<'5,33 I .J"Z'7~n"'~//PJzq.q' 3:::' i I _,~'7,/q) I .5,;1..:6IJ .J ~vo 'I " I _ ~e "'J"" __ ~"'::' 1 I '-/2,3/ I I 50.58 ~o.o -'- ~- 1:3,75,,,' : '-174,50 T 17,C13,~,q3"i3q'i2 7,E>,"." So. &Oe1 . Pt. Rd.C1.Rate A 0,030 B (').04-', C D Basic Rate Loos/Load ,Total % of Defect Ad.i. Factor Adi.Tota1 29...3 :,~."" Adjusting Averaoe Loo Price Factors Loggi ng Cos ts % Defect-Factor o - 0.893 3 - 0.920 5 - 0,940 8 - 0.971 10 - 0.992 15 - L050 20 - 1.116 Subtota 1 Transportation Costs Irucking Road m3int, mi.@ ~liscellaneous- mi.@ Other - Subtot31 Road Oevelopmen. C05"; Other Subtotal Administration & Ovarhaad Costs Scaling Genaral expense Slash disposal P'ire protection" pre':antion Equipment depreciation Other Subtota 1 1.0 plus profit & risk ration (7;) adj.Log Price=LP ~ (1+?&~) TOTAL PROOUCTIC;; COST *~tllmpage % of ~~g pro 12102 01.29 0.2) Stumpage value computed Stumoaoe value reco~ended .Use 11hen utlllzin; percenta;e appraisal Logging condition, special timber types, etc. Rema rks : .3;;J, TRANSPORTATION COSTS RQ. 'J) h .ss "Ii. Total Hi. Total I 1,1i. Tota 1 &-~. c I .q~. 15.0 c. ~5 I.:::, j ~.;..; 5' -;!..c.7 .12 1,0 0.:), I.','J O,'J'-! O,BI I '~,&I I I I 0,51 I J I I I ".!;O7 2,'11 Fall & buck Yard & buck A"prd iscd by P:or' ..,:' k," ~~ _Oa'~,; PES 20-3206(8.,77) (H-I06-4o) Check by p, "1 "....:-.~.. \1 (::-0) '~3 ,S'I , +I€'/ ,?J 30.3' : -i"i ~ 12.~,,-','; ~..:'. ~"'4o 3 i-7"":'Si ':~~~ lC"~O:. ~;~.'~~ ~~q~~ I...., _ ....,:;:. , ,. '"~ 1).00 7. -20 -: -;;..') /''':'J''J/c.... I (JC: . ~'5 -:.f. (:)/.".1. ~ ,~'7 '. method. Date & AP??.AISAl SUN:'lARY J}:'-, ..., 2.0! SS '* Wf 1 IAvg. IAV9. ~ :Price IPrice ~ Price Price I () './{oo ,"0 /50".z. I I *-i I 2L.tC~ q.(e-O .s ..~ I~oc'~ .~.~ I!?in~ 51 !/5o;.!: 100: In. UC> 2"'- ;'00"2 7$~ !;q.';"o 2.1 2.'':l'~~ .!5'-1~ ?( 50 "25 ?l/<.l..... ....5~~ 1"~'~.'0 a 00 - 337. - : 7, 75 7.75 23. ,"", ..3C}.7S /2'. :~::1 I Ie., 33 ! 1 - , - 5, 00 ~/. Z(.> /2.. Z..? !:;.t;'/r. I I':-;"l I.A ..:.fr. .28 lo) 10'2,..(.10 C.) 255.2.7 I I :. ~ ,=~,\.:' 2, "'... App. 110. ,';C- ':-",::/-;6 Sa T e rlame -f'~~",.:~~c,~:":;',l:~',:;i:,, :';) ~b. (c.) -;;:'~':::.:i.",' .~ I ; ..., . .3~ ~_._- -. II:) ') .(..1 .---'1' ~ ~, .J .;', -, ";','"r"...J ~~.:: .:.,; .t :J.I.,..l=: ......-.- '" ',"1_ '. if , ~. .,' ,.' ..' I/:~ ~:~"";M \....,i~.1\. c.:....;'/~ .:1.....; ,'t' ":,~ y . . DISTRICT SALE CRU ISE 1\ APPRAISAL SU:'I:,lAR'( Sec. 21 ,Twp. 2-7 " Rge. 12 ES (H) . Acreage-- Percent of Cruise_____ Species No. Avg. Tariff I Log of D8H or ILeng th Trees Form Cl. I D I LLl F" G 24 ....~ ~) D R-". G "13 ..:=\2- D G TOTAL Rema rks: TRAtI~pOR ATlON COSTS lOF' RA Ni. Tota 1 j.li. Teta 1 15.0 0.45 0.45 /,0 o.C'! 0.0", 0.81 0.101 28.721 Loo Pri ce Cos ts Fa 11 & buck Yard & buck ppra is ed by P"t-1 L'. D,~,.." C heck by K R..,. ..c..l.' \ \ .ES 20- 3206 (8-77) (rH06- 4b) (;i) +1. -'J J_~J ';$3.:31 1aI~, .-. "').1, ..;7 ) , .(,..'/3 Cruiser L. Pe.'+i3 Date /I-27-7q ! no. I Gross Gross /sreakage 1let I of lfolu:r:e 1/01. 1& Defect 'lolu:ne '/01. Stump Amount I Loos Per Tree t:8F 1% 'lol.~1SF :-18F' :'13F , aoe I I I I I , I 23....')0 .';6.7:; i II ,40 I ! So.&Oe1.Pt. Rd.Cl.Rate A 0.0:;0 8o.o'f2. C D Bas ic Ra te Loos/Load Total % of Defect Ad; .Factor AdLTota1 II,'{O Adj us t i ng Averaqe Factors Logging % Defect-Factor o - 0.B93 3 - 0.920 5 - 0,940 8 - 0.971 - 0.992 15 - 1. 050 - 1.116 Subto ta 1 Transportation Costs Iruckin~ Road maint. mi.@ Niscellaneous- mi.@ Other - Subtotal Hoaa uevelOpman! Losts Other Subtotal Administration & Overhe~d Cests Seal ing Genera 1 expense Slash disoosa1 Fire protection 1\ prevention Equipment depreciation Other Subtotal 1.0 plus profit 1\ risk ration l;',J adj.Log Price=LP ~, (l+?~~) TOTAL PROOUCTl011 COST *~~umpage % of ~~g pro 12102 01.29 0.2, Stumpage value co~puted Stumoaoe value recorrwended *Use when utl 11zing percentage appralsal methoa. Logging condition, special tirber ty~es. etc. i I I I I I 's,o>? I I_ I I I I ';,7/ I I I ~ +Dt,fLl .Bo+h~/ j,li. Total LOG QUALITY Species 1\ I .li='''' 201 Del. Pt. I \) ~!~ Avg. I ~ rice Price 1 2 ~ ~ 7 2.40....~ JC:"nO q ISoN': 3 /5 130g0 6"3 ISC!.:::: ~;'/.';'O 33 1.30ec Z t..-o !J5C~ 15,"'" .3'S 8o~ 1,100 I Ik>q .201100: i' ! 7.75 , /1,'+0 s. co 7.2.0 /2.,2,0 /,') ;l/!, I c,~ ..~2 ":;~..J .25 (d)-7'1,'.j'1 ~ 7,(,,) 2('3!:!? 2.0'2.'2..'1 ~,R"l ("S~ 50""- 3~'--/.5' /35. 'it ::f'/'" (1o,13'!-.'12. - & APPRAISAL SU~II'IARY RA '* '2.Og "I.. IAV9. 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'" W,;'llJ V\ , cJ ci 0)0 <l '" <) C U 0 '" u' 0 0' c:l .... ..J ..J ..J ..J -I ..J ..J ..J ..J u;cn ;0 u.' .... ..J ..J .J ..J ...; ..J ..J ..J ..l 21-, UJ ... I- = ... ... .... ... ... .... I- 8/. ... ... ... ... .... .... ... ... .... ... '<1 .0 -.I) '" -0 o(J '" '" '" -0 4 ~l~ '- i \. I I i I ,.\ I 'ii.:U", ~ N .. Lr\ '" ~ '" '" ... '" ". ~ ~ ... ..; ... ... ... ..-, ., ~\ .51~ d 0 0 0 0 0 0 0 0 0 0 <3 0 0 0 0 0 0 0 0 0 0 '" <Xl III <Xl '" to a:l <Xl '" ell a:l ....0:0. ... ... ,. .. a .. .. .. .. .. .. OQ'V) .., ... a '" ... '" ~, rJ '" a .;t.'<"" <<l 1 Q 0 0 Cl <::I 0 01:' :r I 1 I I . ~ . MOORE, WALLACE & KENNEDY, INC. HOURLY RATE SCHEDULE Effective October 11, 1978 Per Hour Pri ncipal Principal Engineer, Project Manager Project Engineer Senior. Engineer Engineer, Senio~ Designer Seni~r Draftsman, Designer Draftsman Junior Draftsman Inspector Planner, Landscape Architect Land Surveyor $42.00 $33.00 $30.00 $25.00 $21.00 $20.00 $16.50 $12.50 $18.50 $22.00 $27.00 $45.00 $55.00 $65.00 $22.00 $10.00 Survey Crew, 2 persons Survey Crew, 3 persons Su rvey Crew, 4 persons Administrative Specialist Office, Cle rica 1 This schedule Supersedes all prior rate schedules and is effective for all work contracted for and performed on an hourly rate basis as of. the above date. 1932 FIRST AVENUE, SUITE .706. SEATTlE WASHINGTON 98101 . (206) 62~.2623 . '., ,,', . ,( " ....;., '., .'. "., '. '~(:> . "" .'" .> , """""'.' " """"',':", ,.,." .' . , ;:~:', ", i..\ ".';.''', "/ .,".','," . :';', l:" -: ". ,c: < \ ',..... ,B , '0, '\) ,"'" ') '" ~. ., ,', ,'" <'..~,1 JiI J " ", ,! ." ""." .,. ,', '". i :,1' \ ~ :",',' : " ~ "-) \ ,,~r .. o '."\ ..... ~ , ;; \, " \ (, .\ \, "" 'l ";.. 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'., " ,. :', .:' ,:t:. .:. :",;.,' , " '. , ' "', .... .'.,. .". " :', , , '.' ';, '" .:. .'.",' , .,..,' , ':.. ,", ",' "':.'" . .'.' ....,,:.':: ":", , ' ",. " ' " , ,,: '." :,i :,' :',: . :',:; ,,', ....,..:,::' ,...",': . .'. . "';,.' .... ",:" '. ,'.... ,; , , .', ':,', " ' " '",: . '::,,'" "". "" ,', '''" .,' .. :';' 'I " " ','.",:' " ' . :.' \ .... . .'1 .' , .,: -, - ' -' . ' ,~ ~ .~? , COUNTY OF JEFFERSON . TO Del Ilur. Inc, '.------, STATE OF WASHINGTON Address P. O. Box 519 Port llilll~Jp~'i._lliL9.8.J6L- work done to~Job~E-l,~_Q,__.,_ _, County Road Project 464 Date October 6, 1980_______ Estimate No,_~__ (Fin;JJi'fffJltM~) I Unit Prices Quantity Tot..1 Prcvlou~ Prc,ent . - ;;In-' See .. u, 1. Mobil ization L.S, 15.000,00 Note 15,OO[ 00 11 .655 05 3.344 95 u. - ~,~,00100 2, Clearing and Grubbing L,S. 19,000 00 100% 19,00[ 00 0 --;-Remove EXISffii9Cul verEPlpe ---. -'-- 1--- L,F. 10 00 0 C ~ 0 .,~_ 24" diameter 39.78too 4, Roadway Excavation includin9 Haul c.y, 4 68 8,500 16,380 00 -~-ffnsuitable FoundatIon ExcavatlDn C.Y. 6 19 1,808 11,191 52 3,095 00 8,096 52 ' ' incl udi n9 Haul 6. Gravel Borrow, Incl udin9 Haul C.Y. 5 50 5,707 31,38E 50 0 31,388 50 '1. Compactor Unit Hr. 50 00 0 ( 0 0 8, Aspha It Concrete Paved Ditch L.F, 7 75 0 [ 0 0 9, Light Loose Rip Rap Ton 15 70 0 0 0 10. Gravel Base, Class B C. Y. 7 06 825 5,82' 50 D 5,824 50 11, Crushed Surfacing Top Course Ton 10 00 592 5,92( 00 0 5,920 00 12 Asphalt Concrete Pavement, Class B '--- , includinq Pavinq Asnhalt Ton 52 50 99 5.25 00 0 5,250 00 13. Guide Post, Post No.3, Type C. Ea. 20 00 36 72( 00 0 720 00 '14. Trimmin9 and Cl eanup '_. L.S. 2,000 00 100% 2,00( 00 0 2,000 00 15. Timber Removal L.S. 17,500 00 100% 17,50( 00 17,500 00 0 -- j-- -.- ---- --+. 1- +--- 16. Item No. 4(Revision for Overhaul) L.S. 7,159 07 100% 7.W 07 0 7,159 07 1-- ----- "" 17. Steel Culv.Pipe18" Diam. Installed L.F. 20 00 180 3,600 00 0 3,600 00 . .18. - AI~<: l' CbrJ AI" /7 w,u; ,~,,. ".HI/. ~,./ ~,,a,". L~uux1_ am: A on "'41 , 19. 6u.r -c-",ca/ waN" ccm'ed ~~ c N>?e "I!, a.Y","'U'1 --.-.-- -- - 20, -~ .~ - . Totals 164,33 59 74,650 05 rn ,603 54 ..-. 52nlmrrnm:uou-- -. --._- -- f- 10% retained as per contract 13.21 68 7,465 01 5,751 6~ - - - F-- - - 161,11 91 67.185 04 83,931 87, Warrant No.____ Tolal Amt..m...2JL~ 1 hereby certify on honor that tho above esUmate Is b~;Z;;:;leasurements nud thaI the snme is true !lnd correct. .'_ _ _~ .' , . . County Enahu:er 1, the undersigned, having first been duly sworn, do hel'eby depose and say that the obove bill i;: true and correct; Ihat the work wos actually perCormed nnd moter!:,! Curnlshcd as therein ehnrged; a: , thot there is due me this dnte, according to contract, the sum oC $__!!1..J13,1.87,.__, anel that the some Or any part thereoC has not been paid. (Sign "ere)7~~ r 0 r._,_J!gl..!!~!'!:'_J!l~ ' Subscribed ond sworn to beCore me this Date__..l~9__, 19.9.Q. -_dny oC ,19_,.. Ord~reel P!lid - --------- By ....._~-_._.~_.__._._---~_._--_.,~-------~ C':ounty ,., udlll'Jf Ch:drl1l:.n. f1O:ltd (I' COllnly Cc..mml.,I<lnt'tJ'l (SEAL) .",.", t'" ;" """.'--.', '. ~ ..., JI."'.''",...... ,,,,...;t '" ~ ~,'; I:n.l'....~., J.d<.,.\ .".,,'.i _I, '~' " ~ .... >. . ~ " " ..,. ......'. .. . .., ",.....,..,. .. ' ," ,.. .-.......,... . .~... ,.. . .;r;;.;: COUNTY OF JEFFERSON . TO Del Hur, Inc, -.--,- STATE OF WASHINGTON Address p, O. Box 519 Port AngllJ.ti,.JilL9lU6L- Work done to October 3, 19B9 County Road Project 464 Date~lj:ober _6", 1980 Estimate No,---3_illna1 ) Unit Prices Quantity Total Previous Present '.' -- See - 1. r,jobil i zation L.S, 15,000 00 Note 15,00C DO" 11 ,655 05 3,344 95 ., -- -- 2. C1earin9 and Grubbing L.S. 19,000 00 100% 19,00C 00 19,000 00 0 '--;-Remove -~xisting Culvert Plpe - L,F. 10 00 0 C 0 0 ,.' 24" di ameter --, 4, Roadway Excavation including Haul C.V. 4 68 8,500 39,78C 00 23,400 00 16,380 00 '~-unsui1aSfe FoundatlOn Excavatlon C.V, 6 19 1,808 11,191 52 3,095 00 8,096 52 , .. . including Haul - 6, Gravel Borrol'l Inc1udin9 Haul C.V. 5 50 5,707 31,381 50 0 31 ,388 50 7:' Compactor Unit Hr. 50 00 0 C 0 0 8. Asphalt Concrete Paved Ditch L. F. 7 75 0 C 0 0 9. Li ght Loose Ri p Rap Ton 15 70 0 C 0 0 10, Gravel Base, Class B C,V. 7 06 825 5 ,82~ 50 0 5,824 50 -- -- 11. Crushed Surfaci ng Top Course Ton 10 00 592 5,92C 00 0 5,920 00 12 Asphalt Concrete Pavement, C1 ass B --- ~i' ludina Pavina Asahalt Ton 52 50 99 5,19 50 0 5,197 50 13. Gui'.", Post, Post No.3, Type C. Ea. 20 00 36 72C 00 0 720 00 - 14. Trimmi ng and Cl eanup L.S, 2,000 00 100% 2,00C 00 0 2,000 00 15. 'Timber Removal L.S, 17,500 00 100% 17,50C 00 17,500 00 0 ,- - 16. Item No. 4(Revision for Overhaul) L.S. 7,159 07 100% 7,15S 07 0 7,159 07 "..- " ----- 17. --_. 18, -- ._--, ---- - 19. ~- ---- -- - - - - 2{), ---...:. - - - = Tolals 160,681 09 74,650 05 86,031 04 S:hiiHerSTOrr;uOu -- I--- -- 10%. retained ns per contrnct ~ 7,465 01 5,569 04 . ~ ~ 147,64'1 04 67,185 04 80,462 00 Warrnnt No___ Total Amt._8.Q.!~f..~ 1 hereby eertlCy on honor tlmt the aLove estlmnte is based upon actual mensmements and that the same Is trne and correct. ------- -.. ... -_. .--. County Englnerzo I, the undersigned, having first been duly s\Vorn, do hereby depose and say thut the nbove bill Is true und eorreel; that lhe work was actually performed and malerlal furnished as therein ehm'ged; and that the,'e Is due me lhls dale, according to contract, the sum of $___1l.cL462..J)9__, and that the same or any pnrt thereo! has not been paid. (Sign Ilere) lor__l!.cl Hur. Inc, Subscribed and sworn to llceore me this Dllte,_,,______, 10_ , day of _,10_. Ordered Paid ----------... By,,__ _,_______,_______'____,,____ Count)' Audiltlt Chalrmun, Ut).ud 01 CUII!lty Commlnlflnru (SEAL) ~.._'_._- ':,' ~'".-, <., ,",1.. . '^ A".,.,'. ...". ~ " J','''.' ~, t.,.' _..:. '.;~ .( ,', ,..I 'fi';:- ~ " JEFFERSON IiIil..UNTY DEPARTMENT OF PUBLIC WORKS COURTHOUSE. p. TOWNSEND. WASHINGTON 98368 .ONE :385-3505 I IP,R~JECT'd4f,~"-d>,/'I&:/0,cI ,:",,'//>S/!/O/' CI<'P-/6,4-, ,. . .,,'., PAOE ~, . DAT=/" - 2-eo E)~~~~:~lr~;;;:~~. i""" 'I' ., ,,;'11 :":":::'!i::I:ln:.~I~:;:I;" 'I, 1 ; :'1' I 't I I . I l I r I I I I j l' Iii fit t I ;; '), -, I' ;, r j ,I I r I I III; I 111 I] I I r I ::Artrm '/(/0 Go,,' G/YN~-t, .e(J/:~","" /NG ;/~tll I ; I, 1 1-' i'..l'; r ii,', '" . I I . I' .: II I" I 11, l) , : 1111 t-r l~i i ,. i I t f ,0l!761V/1~ ~e:or~,-r --7ze,-c" -;t9/a-~?.e/l.'if:-~~,()O "', --:-;-- .---------.'---l ',"i), ", " :.~)fl. 1,7'. ! I II 1~I'l-l111 ,11111;' , ,I I ' I , I', I" ",, I"I;VIU. .(i1UtlNT,r'l: I I' J ,1, - I !; i I ,T) , I. I' I I,' ' , ' ' ":J '. I I I l I . ,j ! I I ill j I I I . ~ I ~ . ' I'I?/~E /,$ 86eC',aj/ I!?t!wS.?/) /"O'-Z rill' iJ"o<.f,.(J ~.v~ 'R~/?.so ':' I ' i ',I i' II , I' , I I I I I! !" I I II J T I I! I tV O.e/6IN-1l: .&le/cC': t.1,",,s U;<-J il~C/?V.rtt ;a;<'7.le.... l,vl;s NQ7: C:"';VJIt>i!'~Y1/~ rHt!f G.-9If:6-c , '~!W'll"XJh"i9r:-~nf~~I"':"B.D~),N6-a?C,l)7-trh')7/;;vrklL~~/~t<ltis<f1fie~;v.o-------I 7"/lt:IU'-r,t1ff, ;41C..eCN"/A./6 .hIS COST. I ' ," :' : ,H " I' I - . <p.f'$oqMAd~ c~;": ~~; ~41t'':{' iTm/)TcR/-'9'- ,#,Ro~ ~ f"': H~~'[;:~"'~ :;,~~ (Dr"']!,) , , 'cy' ".~IJTNn'e, f ~:5'"h,,;.., ..;I.,r J I ~ ' :' "D'" f ' , , I .J. ' I I I' ' --'~':c~p f;::-~~r~i(o<-t:OI2I(1C :;'''55-r- --,----. ._-:~- ~~'--~ -----.-.-----1 ',f. I' Iv 'I I I I s% "if:::!.::!. ^ .,9 I.", :::. <f.". /2!!> /. 'I I I ' '/1r, 116 C ')I' 11,,"<.10 I' /c,Y1' I _' , I J~ 1 I , I ~,-~-Ji;?0~rt~r~~~r~:-~:f~s~1;,;)),---1 '1!II, IOGld,'; I f ;;..wJ~r I" t.9,:>O ~ fU,~ 7 'Z,70Wc ,yo I I I :\1;-' ,', I, - i' , " ! 'I ' 1.~".._.7CI'!jl-.-1d;:1 ~-1~'~! == t-.l,~ ,- : ' ,.--- +__'_____8__:_:_____1___ '-, ,- --'1 ~ conl-;'A,clw Ctj'r'er;.,1 '70 ... ~r'~.. err Is-so ;t: 't'r:- )X7' y~!(c>/-)- '7'''''! 8;"'....::11; Gl7~eq'l;k. do ro' /f) ~/.B" 1'7 h'l./.I- ~....rl""c... t::f' G1'), I , I ',I ,i I I ~ I ,.,c cyc.Y< .,I,."'t<.~... '/0 """',:.I</", 1rRb/, c.,s/<,;'Ue/{ 0< 5:,/7,["'-'#(''F Y.,~ "---a.qC/'d p'", ".;'- O"<~)I~"<I' f Fri:i/.,I-, 'N 'i.vo4'd 6.( 1~,p8'~ -so-- f>"i ~;';'-'A;a:.r cili"1flrkr'oi&:!- ,. ~+---+; --+--___-r-S1II~+~~ ~~J/~~i.:b~-..~!~l~'/~r:v~::; '~~1~c!~~a0/~~-~rc:~;;'..:-~~;J>j.-:~Id,:jh/ r)lltel, oil/.< n? "'.1' "'I'( I M:l": wq"lec( C/,t'o'I.'&"l c-" ~e" Ip..,J rHu'!},O'1 i I 0",,,1'<1 ero y 41,sI';>r(.i'(ld ;ltV~ dtt'($ 0 f Me-( I Iw;fh /caV,.,.. 1 c:.I'/I''(t,u!:r -101/11 'jJr/ii '?; 1~9..07 .' i- ....,.u.I__~.____j.-.-.u.I.1 I r//c. ~ f'f,'(.,a/ ~i it; CI!iJ~ ~/~";'(t"r &;nsf~;h' ,;Per' ",,;01';1) //(/01 i ~ '''''-( _"",I I I I 'I ' I J,' W c;v, ,! I /'//1. I L."" __ ~, _ , _ L. C(.1'}' ..fO(A.)(L~lJs,( co/', __ ~_i . _.1 -, - - -- -- - - - --- - -- - -- - ---- --- " " '~.' ,- ~ " . - - -- -- - - - - - -- - - -- - - ,- ",~....- , . . COUNTY OF JEFFERSON TO J)(.I lllAV'Il1c STATE OF WASHINGTON 1'0 Box 5/9 Pay'1 A 117"'/'" Address , Work done to ~J,,-I,! pi, 1980 County Road Project 4&4 tl "7,...<.1- ~ . 1'J2tI No, :kJ Z Date Estimate Unit Prlcel Quantity Total pravloua Present 1. s", h..:- IU<., !.?r I": /..'5. "000 00 " ;"01.. 11 65Z: 2, ,,'5, , ti'.e>OO .c:. 100% 1'11100 00 J9,lJoo Oc:. c 3. t... f. 10 OCJ 0 (/ C- O 4, If'.v. ,j. ~e> -r-at'O 7~ 400 110 t- J?:!4a 1,,0 I 5, ell, t. 1"1 -:>00 ::jtl?5 "u 0,> ~()~J; 00 6. CY. 4 de> ('J 0 a CJ 7. '/I,. 50 00 a c 0 c 8. LA 717{' 0 c.. C C - To", IIi 9. 70 a 0 c 10, C,,,, ~ 0' 0 c r 0 11, ";'h /n '''0 (/ C 0 0 12, 7O~ -Sz ~'O 0 C 0 " 13, )'""", 'ljJ 00 C c 0 0 14. CS. ?(Joa co " " . "- IS. t..5. I7j()o PO laJlo /7100 0<; ..L7~jJV CCI 0,,' 7 16, 17. '''- 18. --- --- 19, , 1-------- - - 20. Totals -'21; ~1!J 0"- _it;J.fi f:L.. 2.6...!L2J ~ , -- I-" ----- 10% retained as per contract -/<1(.5 01 dta/J: 5"1 ?M/1 $'0 -, (, J./t,r 1?4 tRM9 5'4 Z,?, .Q4~ S'O Warrant No,___ Total Amt.__ 1 hereby certify on honor that the nbove estimate is based upon aclual measurements and that the same is true and correct. County En..lnet!r I, the undersigned, having first been duly sworn, do hereby depose and say that the above bill is true and correct; Ulat the work was actually performed and material furnished as therein charged; and that there Is due me this date, according to contract, the sum of $_______, and that the same or any part thereof has not been paid. (Sign lIcrel_ for", Subscribed and sIVorn to before me this Date ,19__ day of ,19_. Ord~r~d Paid - ny"_.,_.,,_,,, ...-------- Counly Auditor Chairman, OOllrd 01 County C(lmmlulnner. (SEAL) ...~ 'K " ,C,' '_~ ,,, '. "ie'",,'''' . ',. .', ~\ ~" "....L,~~.,,, ,~'.,,:.I..,;v . ';.. ..jf-~.,' " "'. ;. ".,,' .,.~, ., t<. ,. J ~~...... !!,,,. ,.,')''''-' .. ...... ". . .~, + ...~ ..~.~ -.., ,,- ..,., - ~ "'-~ .,." . ~ - """_'" '-, "," " ,. -" ~.. ~- -'." - ~ .... -,'.., ,,'" ' ~..,. , .... - """"':'iP'~-"..- -..-.-....-- . . COUNTY OF JEFFERSON TO n~1 HII,.. . Tni'" STATE OF WASHINGTON Addr.,. p 0 'ROY ,1Q Port Anr?e}t>IOt WA qR1h? Work done to July 31, 1980 County Road Project 464 Oat. August 6, 1980 Estimate No, 2 Unit Price. Quantity Total Previous Pre-lent ,- 1. Mobilization L.S. 15,00 00 See 11,655 05 11,655 05 0 note 2. Clearing and Grubbing L.S. 19,OO( 00 100% 19,000 00 19.000 00 0 3, Remove Existing Culvert Pipe L.F. IC 00 , 0 0 0 0 -. 2411 diameter 4, Roadway Excavation inc. Haul C.Y. 4 68 5000 23,400 00 0 23,40C 00 - Unsuitable Foundation Excavation' 5, inoludin" Haul C.Y. 19 500 3,095 00 0 3,095 00' 6, Gravel Borrow Including Haul C.Y. I 00 0 0 0 0 7. Compactor Unit Hr. 5 00 0 0 0 0 8, Asphalt Concrete Paved Ditch L.F. 7 75 0 0 0 0 9. Light Loose Riprap ton 15 70 0 0 0 0 .10, Gravel Base, Class B. C.Y. 7 06 0 0 0 0 11, Curshed Surfacing Top Course on 10 00 0 0 0 0 - Asphalt Concrete Pavement,Class 12, B on 52 50 0 0 0 0 includino Pavino A mhnl. 13. Guide Post,Post No. 3, Type C !Ea. 20 00 0 0 0 0 14. Trimming and Cleanup L.S 2,000 00 0 0 0 0 . 15, Timber Removal L.S 17,500 00 100% 7.500 00 7.500 00 9 16. . 17, 18, 19. - 20. . Totals 74,650 05 8,135 05 26,495 00 10% retained as per contract 7,465 01 4.815 51 2,649 50 67,185 04 P2,339 5t, 23,845 50 Note: Refer to Section 1-09,7 of the Stnndard Specifications. Warrant No. Tolal Amt.~,845~ 1 hereby cerllty on honor that the above estimate Is based upon aetu77...2,nts and that the same Is truo and correct. ~' County EnA'lnt'tor I, the uuderslgned, having first been duly sworn, do hereby depose and say that the above bill Is true and correel; that the war" was netually performed and material furnished as therein charged; and that thero Is due me Ihls date. according to contrnct, the sum oC $ 23,845.50 , nnd thnt the some or any part IhereoC hos not been paid. eSlgn IIere) ~/...-.", ,~d Cor Del lIur. Inc. . / Subscribed and sworn to beCore me this Date 'j ',' __,19.D2.- day 0' ,19_, Ordered Poid - lIy___,__ County Audllnf Ch:lllrman. O",atd fir Ctlunty Commlulont'fI eSE:,\L) " ."r i.,....... I..,. '" ,,~' ',,;:;"~ 1'., . ,.. ~ ,..,., "",.. ' . - .Ff ... " .', ',' ' '''''',;' " .....>>, '. ! "'. ", ", , , '";,, i ..,...." " ",:,', ",':. :"<':':" '".', ',";,', ",': ' , "',''':, ,'.- , ,.... . " . 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""': ,",', ,': " ' "":',' " .'.'., ,.', ',' . , . ' .' " " " ' , ,(,,:, ' , ' " '..:'';,', '," ' ", , " ' , """', ,'.'.",' , . ',"', ",.', ," ", ': ", ',... ..,.,:i. ""," ',"; , . , . ',0., , ' "',: ' , ", ",," " i..... :'.:. ,,: 4::; .,'.. .... ~'" . ' . U-L~(~::'1:S~~~'~ I,',', ;'..', V'e:: "';, aJ b};:l ..,.' . ',' ,:.' ,,: . ,,',,, ,"..., . , I . ".:"" IJ.dd,zv'ciuWl >\/0 "',> .,' i '."......... . , , " '^,' "'.'" " ....,.. .,.,.,..,. . ":,:'" ',".',.,'" " ':i' , .., " , ',,' "" '" ' :,: !'.' I '.. >, ...' .. ,', ,', ", ," ',' ,'",' " , '..' ' '. : . . , ....: ',' ,'. . , , "':, "", , ,:' " ",' " ".; '. ,', ':"'''' "',', "':,,:, ','>,:"',:,:'" ',:"" ;:' , ", ,:', ',':,',' :' . '. .,' .' .,";' .:::;;':,~,',:.::: .' " " .'. ....: . .:;:",':: I ' " ,'- . "'. .,' ,', "",!, . " ;." ,':', " ',' , ," ,,',::'::"', " " ":" ,', ..' ",/.: " ",' '. ',: ': .". .....:,., , " , ,.", ; .: :. '. ',.' ," :... , " , .' ,. :, i - - - -- - -- - ,- - - , u, - " " - "._.-, " .. ~~--._...: . , . /1"'12 . COUNTY OF JEFFERSON TO ~7)~ { STATE OF WASHINGTON ~/a 1# --... Address Work done to '"J:A VI'" 50. /980 County Road Project ~4 , Date ",71/((,1/, /980 Estimate No, .I I ' Unit Prlcu Quantity Total Previous Prc.cnt 1, {,S, /<,:"1'",, S~h'- - {} // ' " ~c 2. {,s, J9,11()(J to JOO~ I 9 OOCJ 00 {;I 19 (J~' a, 3. /.F. 10 () C, (7 f!J /'; 4. CII 4 66 .... U 0 () T (; 5, eV. e, 19 C 0 C 6, C.V. d 00 Cl G C ()I 7. /II". 5'0 00 0 I) C- O 8, Lor, 7 7~ a 0 c. (. 9. 7Dn 1-5' /70 a 0 0 C- 10, CI/. 7 Ob 0 C 1'. D 11, 7(;n /() (PO 0 0 0 tI 12, .,;,,,, 5'z ~(') 0 Ci 0 a- 13. €'" 71- O() 0 0 0 () 14. /..~ 'coo 00 a I'> 0 () 15. "". ~ ~~n l2,!;'nJrJIJI4t.. {, S, 17~" ;'0 /007". 17.2!Q 00 C /'1 "00 00 7 16, 17. -,- 18. -1----_ __ 19. , 1------- - I-- 20. Totals /1$JZ ~ --!2 In J~~ ~ ----- -- 10% retained as per contract 4~/~ 10("'1 .., 481"ir I~ 113.-,~5'l 54 0 14J,'l'!f} s-4 -If JVtJ-I-< r reft_ -/0 ScC~I"" 1-01,7 Total AmL..1.?...B'1, ,-/ of -I/.< SInnd.,-d Spui.,t;/ai-;on.. Warrant No.___ I hereby certify on honor that the above estlmale Is based upon aclual measurements and that the same Is true and correct. County l~n.ln(lcr I, the undersIgned, having first been duly sworn, do hereby depose and say that the above bill Is true and correcl; that the work was actually performed and materIal furnished as thereIn charged; and that there Is due me thIs date, according to contract, the sum 0( $ , and that the same or any part thereof has Il0t been paid, (Sign Here) for Subscribed and sworn to before me thIs Date ,]9_ .-_day of__ _,19__, C,'dered Paid By_.___.. County Auditor Chlllrmlln, nOllrd or CQUnlY Commllllonllr. (SEAL) "~li'M"t.''''i',i..l .)..:. r" ".,~2,...,:~~"'" '" ,~ ... ~ ,,' ,. .. '~~ . ,-"....".'~/.."l..~ ".. ....., " H '\" o. "~,..... ~-- ~ J - 03~ W<ME 'j'G:f'f'~RsoI\{ c.ou.-/ A' , ~G.I'" ~6.,IZ"....e:. Dc.PT ADDRESS Co.....;'" I\OI.l.5C: . Weyerhaeuser Company ~ cri-Y-: p-;'eT .~ 6;;;;:'~....!> r lIlA. ClB2>lP& (p I II' 80 Cosme polis. WlJ.shington 98537 DATE EFFECTIVE I~ :Z;:::~L ~ (206) 532.7110 3 e5- 3505 OUINAULT YARD HEMLCOK-~~ITE"IR GRADE PEELER . III SP. MILL #2 '.1l3 #4 FIBER U FIBER #2 2ND EXPORT '5fr.() .u 7 r. 3C,() 2.6-<':'= ,':\CoO O.G, EXPORT 5ra5 c;{),s 450 .3:=;5' 3eS SA\'ILOGS 2'10 230 2-2..0 Z-IC I q () 16::'- 16'5' It,S DOUGLAS FIR GRADE EXPORT ..QQL. SAV/LOGS III PEELER ~ I ;zoo 34'0 #2 PEEI.,ER 9~('J Ileo 33t'J #3 PEELER ~ 700 ~ #1 SAW S/O 700 Z30 SP. MILL '110 &00 210 # 2 SA~I 3$;0 SOD' ZOt) #3 SAW ,~ '10(:> ~ #4 SAV/ /90- FIBER '10 ' GRADE . #1 SAW #2 SAW # 2 SHAKE #2 SHINGLE #3 SA~I 15"+ "';3 SAW (r"~/<I" -trq :5A"<I. F'/iXf(, 11 'GRADE SELECT #1 SA~I . SP. MILL # 2 SA\1 . #3 SAV/ #4 SAH FIBER M1 FIBER #2 Q&:.. 13CiO 1000 Coco 4150 SPRUCE EXPORT 800 700 S'CO <illS S.G. c,,/fO S'IS ' ~ '1<1n ::I9n ~ 2.10 ~ --;es-' I6S IF-S . 185 ~ /trS EXPORT SAW11ILL FIBER PIN:: ~M1;; AS I1r.W./;CK 12..0 90 8" I1IN. 12" I1IN. "GRADE #1 UTILITY #2 UTILITY HEMLOCK-SPRUCE PULP FIBER 2a/rt:M 301rt!N ::#1 UTILlr( IS 75~ OR'ABOVE CHIPPABLE. #2 UTILITY IS 50~ TO 75% CHIPPABLE. ALL PURCHASES MUST BE CLEARED THROUGH GARY \'IESTERI',AHP, 532-7110, EXT. 320, OR 533-7570 OR 288-2204. SA'dLOGS 11UST BE 16' MO OVER, MD PULP 12' MD OVER. THESE LOG PRICES ARE SUBJECT TO Crw./GE. PLEASE CONFIRI-I PRICES BEFORE DELIVERY. ALL PRIC"S ARE $/tI,BF lJ.'ILESS OTHER\1ISE STI\TED. CUSTOr1ER ~IUST SPECIFY IF PULP IS TO BE PURCHASED BY THE TO~j OR ml SCRIBNER SCALE. NO BURNT LOGS ACCEPTED. STl:',Pf.I;E'drTH!-'0LDII:r. ' , Jff /. ">YO (LOA. '"'''''''' ./ ~~~;, '&oe. ~""A"'SD'" R-r I. Do)(' 552.2. DATE (,/I(//(D ~,..~ ~(S "'1\. qP,~31 ,,'.__.._ ___,-__':":':.':.;_~, .,.,(~ ~\\~€.:.. :!>..,... -SSQ3 ,." '__''''"_'___''_'''__~ ,....._~__',.-...;;......~ .~~_. ~ . .A 11~;;~;:~~7;'~~'::Z;;~~~~::;I:'~:~~~~):~F:j:i;tG~::;'f;~$;T;0~~~iJ~~i~.1~~ ,;.', ": :',.., ,',' : .... ". ,:, '" , ': .... . :".'" ',., " .', .'........ " , ,':.' ,: > ::'::.:' .' ...' ", :,...... . " .'.."....,..,. '.. '.'.'.'.,. ",.'.. '," ' , ' .,' ':: " .' ',', '.. .' ,.' '.. " ",.':,,,, '..', .':, ......', ,';' ',' "" ,': ': ,:', ,,' ',;" ' ,', "",' , ..' ,,',.' '",' , .:" ' ,'" '.' . , :: ,,' '" :.,,:,' ':" ":' "',; ,,', ',' . '"" " ,'" '" :' ;"..' ' . '...' " ' ".' .,'." ' " ',' ':, .' , , ' , " :, "" ,,; ,.' . .... '. '., ..., ".... '.. '.~ ,"" " ,~ <';: ., ',', '" ,,', ':/ ..', ,', :,:' ,,' . ':,',.'" t '. ".' .,,1 : , ",' , ;" :- :"':'" ':''',': '! ", "", ,,' '," ,':' '. , ,.,:' " :, " "" ' :, , " ':"",," ',", " , " ,', ' .'." '.', ;','," , ",,';";',' H' , ":":, " ;:,: 'i. ,::, ,::.':" ,', ''''" ,,' " ,: :,", ',', ,,: "", " .. ' ';.r.i .'.'......,'.,...,.' "'i',:.., :'" ',," , ;'. . ',', " , :,:" " .. ,.':, ",,':' , ;,:":, ' ." ." ':," " .:</: ;'" ,':, " '/:i" '.,' ",' "',,' " , .. ," ':'" ' ", " ;,,>' ,"., . ,,:';"" ' . "':":,,,,,, '.,' " :.,;'.' ' ~".,:.'"", ',,:' " " .' ;, , .,;;:',:, . , '. ".J:: . ,'..' , . " , ,'~::, :, ' "'''' ;," " ,: ','", 'i":,,.' ' , ,.' ,,' ',;.... ,',' "", .,...' ',' ,:".. " ' ,,""':,' ,"" ':, :,. '.", ',,',,' ,,:;, , , " ..:.. " " ':. '.... ," ..,.,' " '..'. .".;. , ' ' ,', ::,, " ':' "L' . , ""'.':"":",' ,"; ,', , " ' ',' ',," ',,' ".." " .: . ':, ,..: ":,, :< "., ''<', ':..' .',,> ".,' , ... " . ", './. .. ",'.'." .':" , " ,; .."',' " :, :;:, " ,,' :' ",:" ", ,...., : ' ," ::,.., " . ;: , ,',', , ~:, ' '> """'" ,,' "',',: ,',;: , ;, "...,.",::..,...,....'. : :. '.",' ' " .' ' " '...., -" ,. "", ," - ',::',,', '. . '..' " :' ';" , ':,L, " - V127 --TL;b~ Dale 3 - J.,t - vi> Time 8" " -S'D A '1/', While You Were Out M ~/t/ -;?~-4~tLj- Ol~. ~;J'E.:---Yrz-~ Phone tllllMSIDN .1l(ACDP[ 1o?1 !elephoned,Yl( Please CallO -= Called to SeeYouO Will Call AgainO Wants to See YouO UrgentO Returned Your CallO ' M /7 / / L (,'A-t,a';;;;;- essage~~ () ----"" c.f[r''I')( 1.(!Ltj)~.L~/'ztJ (!./;,U(,..~f!.-, 7i;qJ ' ?(I / ,{,/ (/11::.::.-:J:.,.,.(,;..;J, 'I> ;'t/L:I:Jk-- -:~fJf1 lit' 7, ~ 1;::--- '/ - , p ,/!t!-~) cr_~-::.-~- J~-,..",., . -- ..... BenChmark:,I' No 132.272 , ," ' .( I,' , ',"', ,',' " "',: '" :;, ".' " . ,," , :,: ',',',' ", ,:' " ":, ",' ,,.'::,' , '.' "I '..c', , '" ',.'" ;,' " ',:' ".; , """ ' ,. .. ,:",:, , ,,",:., ,", ,'," , .i,", 1<:: ,,' , " .,.,,'. , '<",,-' ,~ .::/!,:\iJ,:::t::::'11 I",: L , . . C,R.P." 46-1, a~"m' /A.~.<bI. -:/-::;,e/d/ A. ),J'~J' B. I' , C. C (d f./I D. ,t 1 f 1"'. ~i~ 9' E. I. ORDER OF WORK (Progress Schedule) II. UTILITIES v A. Notification time required by organizations v B. IU;;H.u"c:ulol';'c .Lc'iu.l...~d, if an;r-' III. SUB-CONTRACTORS AND AGENTS A. Request for approval must be submitted ./' ,4~ c.. B. Nature of work to be performed by each / ~ c. Subcontractor's route correspondence via prime contractor ~ D. Prime Contractor must have a representative with authority on the job at all times (designated by letter) -"/'/7;"" -6./0.. ~j."".I';'J' ..,,,,,,< IV. RECORDS AND REPORTS A. Description of required forms and initial supply should be handed out or mailed to prime contractor ,., c:,,,,,,/,.,.e./.,,, ~...r /",,,... B. All reports must be handled through prime contractor's office ./' C. Request for approval of sources of material should'be submitted as Boon as possible .." ~",1,,.,(,r ,.,"'# ~r'Ov~~ . V. TRA}'FIC CONTROl. AND SAFETY Uniform traffic control devices manual, will control signing v Flagman should use standard round paddle and vest / Speed regulaFion of Contruction Equipment../' Contractor nnd Project Engineer designate by name the individual responsible for Construction Traffic Control Safety and lIealth Requirements. See Chapter 1-2.211(3) for specific items to be covered VI. DISNISS DISINTERESTED PARTIRS (List those leaving) VI1. REOPEN WITH GENERAl. CONSTRUCTION DISCUSSION A. n. Contractor explains how he plann to pursue the work'/ 1"".,,"'''1y .",...:'-sl.,; -/.,1/ /JI"'"'I Review oC anticipated construction problems v . . The first sentence of the sixth paragraph of Section 1-07.23(5) of the Standard Specifications is revised to read: Reimbursement for labor for traffic control costs ,incurredln (a), (b), and (c) above shall be made to the Contractor by the State at the fixed rate of $14.00 per hour. The seventh paragraph of Section 1-07.23(5) of the Standard Specifications is deleted. SECTION 1-08, PROSECUTION AND PROGRESS (July 3, 1978) Subcontracting The last sentence of the third paragraph of Section 1-08.1 of the Standard Specifications is revised to read: The 25 percent limitation.on work that may be performed by an agent shall not apply to driving piles, furnishing and driving test piles or installation of steel reinforcing. bars. Time of Completion The second sentence of the first paragraph of Section 1-08.5 of the Standard Specifications is revised to read: The contract time shall start with the first working day follow- ing the 25th day after award of the contract, or the first working day following execution of the contract by the Secretary, which- ever occurs last, or such other day which may be specified in the Special provisions. Liquidated Damages The schedule in the second paragraph of Section 1-08.9 of the Standard Speci- fications is revised to read: Oriflinal Contract Amoun t Liquidated Dama.Res From More To and Per Than IncludinJ'! l~orkinK Day $ 0 $ 25,000 $ 63 25,000 50,000 105 50,000 100,000 154 100,000 500,000 210 500,000 1,000,000 315 1,000,000 2,000,000 420 2,000,000 5,000,000 630 5,000,000 10,000,000 840 10,000,000 nnd more 980 -10- c. (. SECTION 9-03, AGGREGATES (January 5. 1979) Grading The table in the second paragraph of Section 9-03.l(2)B of the Standard Speci- fications is revised to read: Percent Passing Sieve Number ~ ~ 4 100 95 6 98 82 8 86 68 16 65 47 30 42 27 50 20 9 100 7 0 200 2.5 0 Use of Substandard Gradings The table in the second paragraph of Section 9-03.l(2)C of the Standard Speci- fications 1s revised to read: Passing No. 8 Passing No. 16 Passing No. 30 Passing No. 50 Passing No. 200 95 percent 80 percent 60 percent 20 percent 2;5'percent Grading and Quality The table in Section 9-03.4(2) of the Standard Specifications is supplemented to include 100 percent passing the 1/2-inch square sieve under the column entitled "3/8 inch - 1110." Test Requirements The minimum percent fracture for Asphalt Concrete Class D in the first table of Section 9-03.8(2) of the Standard Specifications is deleted. Section 9-03.8(2) of the Standard Specifications is supplemented to include the following new paragraph' following the first paragraph in the first table: For Asphalt Concrete Class D, the fracture requirements on the U.S. No. 8 sieve and above are a minimum 75 percent with at least two mechanically-fractured faces and 90 percent with at least one "mechanically-fractured face. Gradation - Future Use Section 9-03(8)A of the Standard Specifications is revised to read "Section 9-03. 8(3)A." -23- e" e" The coarse aggregate and fine aggregate tables for Asphalt Concrete Class D in Section 9-03.8(3)A of the Standard Specifications are revised to read: COARSE AGGREGATE g!~~~_2!_~~e~~!~_g2~~E=~=____________________________________~__~___ ~!~=-Q=~!g~=~!2~_________________________________________~L~::!L~:__ % Passing 5/8" Square Opening % Passing 1/2" Square Opening % Passing 3/8" Square Opening % Passing 1/4" Square Opening % Passing U.S. No. 10 Sieve. 100 72-100 28-72 0-28 0-2 FINE AGGREGATE gl=s~ 2f_A~p~a!t_C2n~r=t= ~ D _1L4:-Q _ _3LS:-Q 100 100 85-100 30-50 5-15 50-70 18-36 10-22 5-9 2-5 ~i~e_D=s!g~aEi2n_ _ _ % Passing 3/8" Square Opening % Passing 1/4" Square Opening % Passing U.S. No. 4 Sieve % Passing U.S. No.8 Sieve % Passing U.S. No. 10 Sieve % Passing U.S. No. 40 Sieve % Passing U.S. No. 80 Sieve % Passing U.S. No. 200 Sieve Sections 9-03.8(3)B and 9-03.8(3)C of the Standard Specifications are deleted snd replaced with the fallowing: 9-03.8(3)B Gradation - Immediate Use Asgregate being produced for use on the same contract shall be furnished and stockpiled in the sizes specified in Section 9-03.8(3)A for the various classes of concrete involved, except as noted below: If the Contractor elects to build a single stockpile meeting the following gradation, he may operate without cold feed control of screens. TIle gradation of the aggregate as it is being placed in stockpile shall meet the specification limits listed below so that it can be used without further processing or adjustment except for the addition of asphalt cement and mineral filler if required. Acceptance of the aggregate shall be based on gradation tests at the time of stockpiling. -2/,- . . PERCENTAGE BY WEIGHT PASSING SIEVES ~!~Y~-~!~~--------------------___2~~~~_2K_~~K-~!_2Q~2g~!~____________ B D E F G ---------------------------------------------------------------------- 1-1/4" 100 1" 90-100 3/4" 100 5/8" 70-80 1/2" 90-100 62-76 82-100 100 3/8" 75-88 100 97-100 1/4" 58-72 44-58 50-72 65-84 No. 4 30-50 No. S 5-14 No. 10 32-44 25-35 30-45 37-50 No. 40 11-19 10-19 15-22 No. gO 6-12 6-13 7-13 No. 200 3-6 2-4 2-8 2-7 2-6 Sand/Silt 6-10 6-10 Ratio The Contractor may furnish aggregates in a single stockpile or in multi- ple stockpiles differing in gradation from the sizes specified in Section 9-03.8(3)A of the Stsndard Specifications provided that the completed mixture complies in all respects with the pertinent require- ments of Section 9-03.8(6) of the Standard Specifications. To assure this compliance, the Contrsctor shall submit samples of all aggregate sizes of .the final mix, in their proposed proportions, including blending sand, for approval of the Engineer prior to proceeding with the stock- piling. All aggregates necessary to produce an acceptable final mix. including blending sand, shall be stockpiled concurrently. Acceptance of the sggregate shall be based on samples taken from the final mix. The Contractor shall conduct his plant operstions so that the finsl mix shsll conform to the grading (inCluding sand/silt ratios for Class B snd Class G) and asphalt requirements as listed under Section 9-03.8(6) of the Standard Specifications for the class of mix specified. The ini- tial ssphalt content requirement shs11 bedeterrnined by the Engineer for tests on samples of the aggregate'as stockpiled. Blending Sand TIle "first paragraph of Section 9-03.8(4) of the Standard Specifications is revised to read: In the production of mineral aggregate for asphalt concrete, there is ,. often a deficiency of material passing t.he U.S. No. 40 sieve. When this occurs, blending sand in an amount specified by the Engineer msy be used to make up this deficiency provided, however, that a satisfactory finsl mix shall be produced, including pertinent fracture requirements. The blending sand shall be stockpiled prior to the production of the asphalt concrete or payment for aggregates as materials on hand. -25- . . fr.\~SIFrC\J."IO~~__________~.l2.-~~6{1{~_ 13. Finlshin3 ~Jchina oparator, concrete paving $1l.61 12.69 13.59 14. Fire=an, hot ?l~nt and drier 1l.23 12.31 13.31 15. (n) Rol:sta, ~ir tugs~rs, Strata tower bucket, el~vators, and deck winches (Po'Jer) 11.61 12.69 13.69 (b) Helicopter winch operator 12.37 13.45 14.45 (c) Remote control operator on rubber - tired earth moving equipment 12.37 13.45 14.45 16. Hoists on steel erection, towermobilcs and air tuggers 11.70 12.78 13.78 17. Loaders: (a) Elevating-Athey, Barber Greene and s imU. r types 11.61 12.69 13.69 (b) Elevating belt type-Euclid and simi13r types 11.93 13.01 14.01 (c) Eleva ting grader type-Dumor and simUar types 11.73 12.81 13.81 (d) Fork lifts or lumber stacker (on construction job site). Drott travel lift 11.58 12.66 13.66 (e) Fork lifts with tower 11.70 12.78 13.78 (f) Fork lifts with p~er boom and sving a ttachm<!nt 11.98 13.06 14.06 (g), Overhead and front end, under 2% yards 11.61 12.69 13.69 (h) Overhead and front end, 2% yards and up to 4 ya rds 11.98 13.06 14.06 (1) Overhead and front end, 4 yards up to 8 yards 12.20 13.28 14.28 (j) Overbead and front end, 8 ya rds and Over 12.79 13.87 14.87 18. Locomotives: (8) Dinkey.a ir, electric, steam, g38 or diesel 11.36 12.44 13.44 (b) Rod or geared engines 12.73 13.81 14.81 19. (8) ~~chanica or welders, he~vy duty 11.71 12.79 13.79 (b) ~~chanic Leadrn3n 11.93 13.06 14.06 20. Mechanics helpers, heavy duty 11.02 12 .10 13.10 21. Mixers: (8) Asphalt, up to 4 tons per batch 11.61 12.69 13.69 (b) Asphalt, 4 tons 3nd over per batch 11.93 13.01 14.01 (c) ~bile type with hoist combination 11.98 13.06 14.06 (d). ' Concrete mixers 3nd batch - 200 ya rda per hour and under 11.61 12.69 13.69 (0) Concrete mixera and batch - over 200 yards per hour through 400 yards per hour 11.93 13.01 14.01 (f) Concrete mixers and batch - over 400 )." rds per hour through 600 yards per hour 12.24 13.32 14.32 (g) P3 V ing 11. 73 12.81 13.81 (h) raving du.,l 11.93 13.01 1/..01 . . CL.~SSI?ICAT!O!;S . 6lJ./77 6/J.Ll...8 6/1tl:L- '22. (,,) Hoto1" patrol gr.3chrs, including t~.,j~i! 1 14 and 5 i.:ri tar $11.68 12.76 13.76 (b) }:<>tor p.'lt1"ol gr.Jd~rs, over Model 14 and s!mil"1" 11.98 13.06 11..06 23. Mucking ,""chinas, Hole, Tunnel Drill, and/ or shie Id 11.98 13.06 14.06 21.. Oil distributors, bl~~er diatributor and mulch seed ing opera tor 11.35 12.43 13.43 25. (,,) Oile1"s, grade-oiler combination and/or brakec:en 11.12 12.20 13.20 (b) Gr~de checker and stakemen 9.53 10.61 11.61 (c) Equipment aervice, and fueling oiler 11.40 12.48 13.48 (d) Firemen 11.23 12.31 13.31 (0) Oiler driver on truck cranes over 45 tons up to 100 tons 11.30 . 12.38 13.38 (f) Oiler driver on truck C1"anes 100 tons and over 11.40 12.48 13.48 (g) Oiler trainee 7.05 7.84 8.37 26. Piledriver engineers, L. B. Foster Puller 01" similar, paving breaker 11.98 13.06 14.06 27. Post.hole diggers, mechanical 11.55 12.63 13.63 28. ?ower plant ope1"a tors 11.61 12.69 13.69 29. Pumps: (a) Truck mounted concrete pump w/boom attach~nt 11.76 12.84 13.84 (b) Concrete and Pump Crete 11.61 12.69 13.69 (c) Fuller Kenyon 11.61 12.69 13.69 (d) Water 11.42 12.50 13.50 30. Rollers, tampers and vibrators: (a) On plant, road mix or multiUft lIl3 te1"l.4ls 11.61 12.69 13.69 (b) Other than plant, road mix or multilift materials (Where towed, to pay ra te of equipn:ent used to pull) 11.28 12.36 13.36 (c) 1'...io engine 11.58 12.66 13.66 31. Saw.. concre te 11.58 12.66 13.66 32. Scrapers: .' " (a) Carryall type, single 11.58 12.66 13.66 (b) Carryall type, double ". 11.73 12.81 13.81 33. Sc reed Ill4n 11.61 12.69 13.69 34. Shovels: (a) Crawl91' and truck type, all attachments, 3 yards and under 11.98 13.06 (b) Crawler and truck type, all attachments, over 3 yards up to 6 yards 12.37 13.45 14:45 . ec) Crav1er and truck type, all attachments, 6 yards and aver 14.00 15.00 35. Spreaders, B1aw Knox, Cedsr-apida Jat!r.er, Flarrety or o!milsr types 11.61 12.69 13.69 .3.6. Slip Form Pavo1", Z1=>en:.so, CIl1 and s imilsr typea 12.37 13.45 14.45 "37. Sub Gr3c!e1", Curries, CHI and CMI rotomUl 3nd similar types 11.98 13.06 PROPOSAL PRICE PER AMOUNT. ITEM APPROX. UNIT NO. QUANTITY ITEM Dollars Dollars AT .-', 1 L.S. Mobilization Lump Sum /.5000 : Oil AT : 2 L.s. Clearing and Grubbing Lump Sum 19000 :00 AT : 3 36 Remove Existing Culvert Pipe 10:00 L.F. 24-inch diameter Per L.F. .3to : oCl AT : 4 10,686 Roadway Excavation Including Haul 4i~g' C.Y. Per Cu. Yd. So 0/6 i~ AT : 5 100 Unsuitable Foundation Excavation c:;: / 9 4,19 ioo C.Y. Including Haul Per Cu. Yd. AT -1": 00 6 120 Gravel Borrow Including Haul C.Y. Per Cu. Yd. -YJ'O ioe> AT 7 40 Compactor Unit 50:00 Hours Per Hour 2000: 00 AT : g 1,080 Asphalt Concrete Paved Ditch 7:15 L.F. Per L.F. F.$ 70:00 AT 9 72 Light Loose Riprap IS: 70 Tons Per Ton //30 :rtl AT : 10 1,010 Gravel Base~ Class B 7 :O~ C.Y. Per Cu. Yd. 7/.10 :~C AT : 11 595 Crushed Surfacing Top Course /0: G() Tons Per Ton 5'950:00 AT 12 72 Asphalt Concrete Pavement, Class B, S~:S'O Tons Including Pavin~ Asphalt Per Ton .17!t? :0 CI AT 13 36 Guide Post - Post No. 3, Type C 20 :00 780 ;00 E.,ch Per Each -P2- ce PROPOSAL - Continued c. PRICE PER AMOUNT, ITEM APPROX. UNIT NO. QUANTITY ITEM Dalla rs Dollars AT ", 14 L.S. Trimming and Cleanup Lump Sum 2.000 :0 Cl AT : AT AT : : : AT AT : AT . . AT : : AT : AT : AT - . AT . " PROJECT TOTAL '/ ' " /1 (,1 5'~. ,iff -P3-, . . The first sentence of the sixth paragraph of Section 1-07.23(5) of the Standard Specifications is revised to read: Reimbursement for labor for traffic control costs incurred in (a), (b), and (c) above shall be made to the Contractor by the State at the fixed rate of $14.00 per hour. The seventh paragraph of Section 1-07.23(5) of the Standard Specifications is dele ted. SECTION 1-08, PROSECUTION AND PROGRESS (July 3, 1978) Subcontracting TIle last sentence of the third paragraph of Section 1-08.1 of the Standard Specifications is revised to read: The 25 percent limitation on work that may be performed hy an agent shall not apply to driving piles, furnishing and driving test piles or installation of steel reinforcing bars. Time of Completion The second sentence of the first paragraph of Section 1-08.5 of the Standard Specifications is revised to read: The contract time shall start with the first working day follow- ing the 25th day after award of the contract, or the first working day following execution of the contract by the Secretary, which- ever occurs last, or such other day which may be specified in the Special Provisions. Liquidated Damages The schedule in the second paragraph of Section 1-08.9 of the Standard Speci- fications is revised to read: Original Contract Amount Liquidated Damages From More To and Per Than Includinfl Workinfl Day 0 25,000 63 25,000 50,000 105 50,000 100,000 154 100,000 500,000 210 500,000 1,000,000 315 1,000,000 2,000,000 420 2,000,000 5,000,000 630 5,000,000 10,000,000 840 10,000,000 and morc 980 -10- . . SECTION 9-03, AGGREGATES (January 5, 1979) Grading The table in the second paragraph of Section 9-03.1(2)B of the Standard Speci- fications is revised to read: Percent Passing Sieve Number ~ ~ 4 100 95 6 98 82 8 86 68 16 65 47 30 42 27 50 20 9 100 7 0 200 2.5 0 Use of Substandard Gradings The table in the second paragraph of Section 9-03.l(2)C of the Standard Speci- fications is revised to read: Passing No. 8 95 percent Passing No. 16 80 percent Passing No. 30 60 percent Passing No. 50 20 percent Passing No. 200 2.5 percent Grading and Quality The table in Section 9-03.4(2) of the Standard Specifications is supplementad to include 100 percent passing the 1/2-inch square sieve under the column entitled "3/8 inch - 1/10." Test Requirements The minimum percent fracture for Asphalt Concrete Cl,s~ D in the first table of Section 9-03.8(2) of the Standard Specifications is del~ted. Ser.tlon 9-03.8(2) of the Standard Specifications is supplemented to include the f'Jllowing new paragraph following the first paragraph in the first table: For Asphalt Concrete Class 0, the fracture requirements on the U.S. No. 8 sieve and above are a minimum 75 percent with at least two mechanically-fractured faces and 90 percent with at least one mechanically-fractured face. Gradation - Future Use Section 9-03(8)A of the Standard Specifications is revised to read "Section 9-03. 8( 3)A. " -23- . . The coarse aggregate and fine aggregate tables for Asphalt Concrete Class D in Section 9-03.8(3)A of the Standard Specifications are revised to read: COARSE AGGREGATE g!~~~_2~-~~e~~!~_92~~E~~=____________________________________~______ ~!~~-Q~~!g~=~!2~______________________________________-__~L~::!L~:__ % Passing 5/8" Square Opening % Passing 1/2" Sq uare Opening % Passing 3/8" Square Opening % Passing 1/4" Square Opening % Passing U.S. No. 10 Sieve FINE AGGREGATE 9l=s~ 2f_~p~a!t_C2n~r=t= ~i~e_D=s!g~a~i2n_ % Passing 3/8" Square Opening % Passing 1/4" Square Opening % Passing U.S. No. 4 Sieve % Passing U.S. No. 8 Sieve % Passing U.S. No. 10 Sieve % Passing U.S. No. 40 Sieve % Passing U.S. No. 80 Sieve % Passing U.S. No. 200 Sieve 100 72-100 28-72 0-28 0-2 B D _ _lL4:-Q _ _3L8:-Q 100 100 85-100 30-50 5-15 50-70 18-36 10-22 5-9 2-5 Sections 9-03.8(3)B and 9-03.8(3)C of the Standard Specifications are deleted and replaced with the fOllOWing: 9-03.8(3)B Gradation - Immediate Use Aggregate being produced for use on the same contract shall be furnished and stockpiled in the sizes specified in Section 9-03.8(3)A for the various classes of concrete involved, except 8S noted below: If the Contractor elects to build a single stockpile meeting the following gradation, he may operate without cold feed control of screens. The gradstion of the aggregate as it is being placed in stockpile shall meet the specification limits listed below so that it can he used without further processing or adjustment except for the addition of asphalt cement and mineral filler if required. Acceptance of the aggregate shall be bnsed on gradation tests at the time of stockpiling. -24- . . PERCENTAGE BY WEIGHT PASSING SIEVES ~~~Y~-~~~~-----------------------~~~~~-Q~-~~~~~!_~Q~~g~!~____________ B D E F G ---------------------------------------------------------------------- 1-1/4" 100 1" 90-100 3/4" 100 5/8" 70-80 1/2" 90-100 62-76 82-100 100 3/8" 75-88 100 97-100 1/4" 58-72 44-58 50-72 65-84 No.4 30-50 No. 8 5-14 No. 10 32-44 25-35 30-45 37-50 No. 40 11-19 10-19 15-22 No. 80 6-12 6-13 7-13 No. 200 3-6 2-4 2-8 2-7 2-6 Sand/Silt 6-10 6-10 Ratio The Contractor may furnish aggregates in a single stockpile or in multi- ple stockpiles differing in gradation from the sizes specified in Section 9-03.8(3)A of the Standard Specifications provided that the completed mixture complies in all respects with the pertinent require- ments of Section 9-03.8(6) of the Standard Specifications. To assure this compliance, the Contractor shall submit samples of all aggregate sizes of the final mix, in their proposed proportions, including blending sand, for approval of the Engineer prior to proceeding with the stock- piling. All aggregates necessary to produce an acceptable final mix. including blending sand, shall be stockpiled concurrently. Acceptance of the aggregate shall be based on samples taken from the final mix. The Contractor shall conduct his plant operations so that the final mix shall conform to the grading (including sand/Silt ratios for Class B and Class G) and asphalt requirements as listed under Section 9-03.g(6) of the Standard Specifications for the class of mix specified. The ini- tial asphalt content requirement shall be determined by the Engineer for tests on samples of the aggregate as stockpiled. Blending Sand The first paragraph of Section 9-03.8(4) of the Standard Specifications is revised to read: In the production of mineral aggregate for asphalt concrete, there is often a deficiency of material passing the U.S. No. 40 sieve. When this occurs, blending sand in an amount specified by the Engineer may be used to mske up this deficiency provided, however, that a satisfactory final mix shall be produced, including pertinent fracture requirements. The blending sand shall be stockpiled prior to the production of the asphalt concrete or payment for nggregates as materials on hand. -25- . . Proportions of Materials The grading and asphalt requirements for Asphalt Concrete Class D, shown in the table in Section 9-03.8(6) of the Standard Specifications, are revised to read: ------------------------------------------------------------------- --------------------------------------------------Q---------------- 3/8" Sieve (Square Opening) 100 U.S. No. 4 Sieve 30-50 U.S. No. 8 Sieve 5-15 U.S. No. 200 Sieve 2-5 Asphalt % of Total Mixture 5.5-8.5 SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS AND CONDUITS (October 12. 1978) Coupling Bands The first paragraph of Section 9-05.4(7), Coupling Bands, of the Standard Speci- fications is revised to read: Coupling bands shall be flange bands or corrugated bands as shown in the plans or standard plans. The corrugated bands shall conform to the pipe and shall meet all applicable requirements of AASHTO Designation M-36, except that coupling bands for all sizes of steel pipe arch with 3" x 1" corrugations shall be 24 inches wide. Bands having projections in lieu of corrugations will not be allowed. The second paragraph of Section 9-05.5(5) of the Standard Specifications is revised to read: Steel bolts and nuts for coupling bands shall meet the requirements of ASTM A 307 and be galvanized in accordance with ASTM A 153 or ASTM A 164. Metal Frame and Grate for Catch 8asins or Inlets Section 9-05.12(2) of the Standard Specifications is revised to read: Metal Frame and Grate for Catch Basins or Inlets Castings for metal frames for catch basins and inlets shall be cast steel, Class 30 cast iron, or nodular iron as specified in Sections 9-06.8, 9-06.9, or 9-06.14 of the Standard Specifications and as shown in the standard plans. Castings for grates for catch basins and inlets shall be cast steel or nodulsr iron as specified in Sections 9-06.8 or 9-06.14 of the Standard Specifications and as shown in the standard plans. -26- . PROPOSAL - Continued . PRICE PER AMOUNT, ITEM APPROX. UNIT NO. OUANTITY ITEM Dolla rs Dollars AT ", 1 L.S. Mobilization Lump Sum AT : 2 L.S. Clearing and Grubbing Lump Sum AT 3 36 Remove Exis ting Culvert Pipe : L.F. 24-inch diameter Per L.F. AT 4 10,686 Roadway Excavation Including Haul : C.Y. : Per Cu. Yd. AT : 5 100 Unsuitable Foundation Excavation C.Y. Incl uding Haul Per Cu. Yd. AT : 6 120 Gravel Borrow Including Haul C. Y. Per Cu. Yd. AT 7 40 Compactor Unit Hours Per Hour AT : 8 1,080 Asphalt Concrete Paved Ditch L,F. Per L.F. AT : 9 72 Li gh t Loose Riprap Tons Per Ton AT : 10 1,010 Gravel Oase, Class B : C. Y. ---'-- Per Cu. Yd. AT 11 595 Crushed Surfacing Top Course : Tons Per Ton AT 12 72 Asphalt Concrete Pavement, Class B, : Tons Including Paving Asphalt --- Per Ton '- ---- AT : 13 36 Guide Post - Post No. 3, Type C " Each --- Per Each '- -P2- . PROPOSAL - Continued . PRICE PER AMOUNT, ITEM APPROX. UNIT NO. OUANTITY ITEM Dollars Dollars AT 14 L,S, Trimming and Cleanup : Lump Sum , AT : AT : AT : : AT : AT : AT : : : AT : AT : --- AT : : AT : AT : PROJECT TOTAL -- .- -P3-