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HomeMy WebLinkAboutReel_0015E , " " , ". ' " " "".' .,"" .' .' .' '."." : '.'..'. . '.' , ". .' . ....:. .... " """.,, .' ,,:. '".'" , . . .' '.," " ':...., ,':, ',,'. .:".'. '. .,,', :". , '. ".""., ',' ,"'.,'., "., . ': ,,', . ',,,"',, :,:' , ' ,,' ~ ' ,"" "."",, "" ',' '" " "" ' '.." C n; .. . .... .. ;': ,......'.,'.', ,'. ' " "'. ,:. ':. ":', ;,:" " ". " . . . ,,' ',: ,,', ,,', ,: " '" ',' '.' ' ': ". '" "''', '" "," '" ","" ' . ,," ." , .': '. ''',':" ,,,,,' ,,"". ' : .. ". "..' ," ""',, ".", , .,"."'" '".''' < "',','" i___,. i.,'.. ,,',.'. :,' ;, :: :,," .,,,", "'. , """ ',',: ,", , , " :,'.. ,',,", ,', " ' ..' ','. : ,:,':" ,....,,,. . ',""'" ,,". '. " 2208-B Jefferson County Clearing & Grubbing , '. Bid Dalo, April 13 CALL FOR BIDS CRO 589 ' B~~~~~~i~bt~~:~~~~~ of Jefferson ~untYI State of Washingt bl~. uilo rho olnca o erwor as n t e contract docu- ments. '" ': . ,'" Major items of worK wlU be 3,66 acres of Clearing and Grub. bing,. 16,444 Square Yards of ~~~~~grh~:~~~;lE9x~~~;t~~A~ Includln haul' 9 fU~sh'~g 4,004 Tons : order, cas . cas er secor ~ l r:::u~r~es~tf~~~~:t~~ ~ I I fr,~~Oa~eU~\O:u~l f the amouor of IM~ ort e eon. ~~~~~~.~~~:J~~8:~r: \ Commissioners rt.ervel the: rI ht to 1'8 et't an and.n bids ... ... , .. " ',"- c!?p 0>7'1 .. RECEIVED Affidavit 0/ Publication APR :l f::67 JEFFERSON COUNTY STATE OF wt.i.f!jRm~T6~ OFFICE KING COUNTY-55. ,1. t The undersigned, on oath slales that he is an authorized representative of The Daily Journal of Commerce, a daily newspaper, which newspaper is a legal newspaper of general circulation and it is now and has been for more than six months prior to the date of publication hcreinaf.ter refered to, published in the English language continuously as a daily newspaper in Seattle, King County, Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of this newspaper. The Daily Journal of Commerce was on the 12th day 01 June, 1941, approved as a legal newspaper by the Superior Court 01 King County, The notice in the exact form annexed, was published in regular issues of The Daily Journal of Commerce, which was regularly distributed to its subscribers during the below stated period, The annexed notice, a . ....m..__ .............., P......, ........................... .!'1.ClH!;,l)..QJIlJQ...<::IlU .............. was published on ......"Ap~.1l""2T...19S7......,, 0'; b. o ho re- In ..........,......6~~..i Subscribed and sworn to before me on April 2, 1987 . '''''''::.,/~~;;:"~~~:2~..2~=.:2 Notary l"ubll.. tor Ih6 SUIt! nr \\'l1.lIhlngtfJn, realdlng In &tattle. " . ":, .'." ',;< " ,:',: ,'.. "., , ,',: " c, .'. ." , ", . '." " .'....;; , : ':,,::> ., : ," '." . :""", "",: .' ,".1'''':' .., ....... '." .' . ,,," , :' ", ," ",'" . " ,." ", ".' , , , '., ' , ':,"'," : ';, '. ," :' ',' ". :'" .', "".. 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I ; i i II i g i ~ ! ~ ~ i; ~ i .. i ~ ~ i i i i ~ ~ i i j i ~ i i ~ i ~ ~ ; ~!1II ~ lflf ~ llf~ I!I~ o~ 0 I" .. ~ ~ ~ ! .. ~ f ~ ~ ~ ~ ~ ! .. ; I~ ~ ! : t .. ; ; I ~ltt ~5 S q ~ ~ .. a I! l3 ~ m s: ~ ~ u -!!l ~ ~ ~ 5. ~ ~ ~, ~ ~ ~ m m ~ ~ g i I ~ i ~ s i $ I ~' e a l3 .. ~ ~ ~ ~ I I ~ ~ t I ..n I ~ I ~ ~ i I ; i S ~ ~ ~ I .. I ~ ~ ~ ~ ! g ~ . ..~ ~ ~ .. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~.=~ e ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r. ~ N ~ ~ ~ ~ ~ ~ ~ ~ ~. ~ il~ ~ ~! ~ .. .. ~ .. ~ ~ IiI -0 ~ .. - 0 0 .. .. - "1- .. .. .. .. .. .. .. -1- .. 0 - .. .. is; !~ - N ~ ~ ~ ~ ~ . ~ R = ~ ~ x ~ ~ ~ . = ~ ~ N ~ ~. " , ,,' ,.' ". ., ." ',," ." ""'.: ',...... '"", ,''''.: '.'"" " , "',' '.,,:" . , "':. ',. ',' " . " ":.'''', '''> ' , , .,."" ": ,,:.. ", , "," .. '" ",,'. .",'" ,"''', , '" "",.,..' ". " "',:" '. ", "."':. ,." , "'. " ':'" '" ......... . . '. . ",') . ..... ..... ,. .......'. .....,.. ',.:,: ,. . . .' .... . -... ",; , ....... .. . ,....,.. .: ..... .'... ... '" ',.. ...,. .., "': . ..'.' .', : .'., ' .. ':" ,. ,';' .. ....'. ..' ... .. .. .., .....:.. ;... ... .. '..' " :....:. " " "," , ,', ,".:.,' ':.' .:: . ... '. ',,: ',:, .:.','....'. . . .',,:' ,,". ':':':.'.' : .:,... ........:.. .' ',:':: ":" '".. ' "'., '...., '.', '" ',' .'~ .. f' \ :) Affidov.f Public~;~~ "~ .-j:, STATE Of WASHINGTON) u COUNTY Of JEffERSONl FRANK'W GAR RED, beIng ~..orn. loyl he Ilrhe publ,.her 01 r~e Port Townlend leilanI, II weekly nll....'papel whi~h hili been '1loblilhed,pubhlhedin rhll Engflsllon9uDgeondw_ .ulo.ed tOIll,nvol/sly 01" ....eekly newspapel in the 10...." 01 Port Towniend. In leud County ond Slate, o"dfor generalt.,. (1IIot,on;" le,d COlll'lly lor mare than si. (b) manlhsprio, flllhe dOle of th, "'l! publicotlon01 rhe Notice hereto olloched,and :. f? :"'.'::\'~, :,.,~,' NOTICE OF,COMPLUlON OF DAY LABOR rROJEash:~ Illid Pon Townul~~II~:~dne:w:;~poenr~; I~~l;~:~,~: i:, In accordance with W A<: 136~ 18-066 a~d RCW 36,.77.07t.:_the follo~in~lln.y, arid ,ha! allneaed 'l 1M copy :'ll 'tne'~I:I~S,c~!ptj~!1' rn~penditures for ,day la~r 'P'~ble~h:.t')1 ":~,l~~:j \ ;,';'f)!, . ,CR0589, HOllings Avenue West, County Road No, 691018, from M,P.:ompletlon of Day '2~69 to .4.40, grading, ,drainage. impr,ovemenls, widen, min~ realignment,~cts :, ballost;:cru,shed surfacing top course, and surface with l,B.S.f,,> ,.--\, '~~i~~~7&~;?/~':>:'::;: ::.:::C~~:: :::.' .::::::: :h~:~~~:~~ ,CONSTRU~TJO,N: , " ",' ;, . " ',: . '. :~~ii~~:::':)t::: ::::: :,~: <:.:.:::: :::::::::::::: ::J~H~H~ :CR0723, Rodgers,S!ree. 8ridge Removal, 8ridge No. 22E, County Rood ; Na~ 301109, fro~ M.P.,0.25 !o~M.~. ~,32, :r,emove eXisti,ng-strJcturol defi~ ; ci~n~,..b.ri,dge Q,nd,approaches;' '. '- ' ". ., . ;\' " COST .: '~~Jf;~;';.;f'J\:.';;:.;:'<;tt~~~~~~::::;:~:~ i'; ~ated this 26.h day o( October, 1987. .",: ..,:,:~.\.:,;. :,: \'/~f,';:,~'>:",\"i: _:,' '--: "':':"','"i,,:<: ' ~oa~~ of Jefferson ~ounly ~o,m,l)inlo_ners 1 _ day oNovembe r , ~\;\ .' :' .. .. ',0 larr.y,De~nison,,,Chalrman ~ '-.:'::: i~";;~'; ::\~h;c~,~\ 1 J~~,,;e~llt~fe;lI:lI~;~,~~la'~~:'lrr'~:u;:~ o"'O'-'lIr of S 4 4.00 1101 bflflnpa.q'lI lull, 1I1 rile ",.t' of 54 00 pe'~,'II(,h fo>eaCh 'n~7""l:t;' (" " IL Lv, "'~"'<"! SUv\u,bfld onc I"'O'~!O \,,":0'.....," '''''1 4th dayaf November 1.87 . ii' (;-t.., " ,( 1<./:1 ,,1:..~:tLii' '(1/ < ~ Na'lI') Put;!" I" o"d(", .111' Stole 01 '" \Va\..'n91(~ ,..,,';:,nq ~l Pt:;f1 Tr....".end :" . '.;',' .: ,", ':, ' ':: . "" . ",'" '. ..'.... ..\ " .. ' " \ ':,::.' .:',: .. . . .'. : '. .: :,;.'. ,'. . ,'" ,:..'::" , ., . ..., "'., .:':.,;.: . " ' .'.' '.' ",. ',",' < ,.}. ",' .:"; ..'. ," .... .', " ."" ... :', ' . "'..;." , .' . ,','.:: ~ ~ : :: ~r. COUNTY ROAD ADMINISTRATION BOARD ,RURAL ARTERIAL PROGRAM VOUCHER "'.E Jefferson County Public Works ADOAESS P. O. Box 1220 ,/ co, STATE Port Townsend LOCAL NAME OF AATtFllAL Hastings Avenue CRPHUtolBER CR0589 WA ZP 98368 VOUCtER ~ FDA WORl(PERFORl.-:U FOR Jefferson County (NAWE OF COON1'Y) PAOJECT ........ER 691001 _EU ..... 1 IS 11iIS YOUR FINAL BILLING? 19!1 YES FOIl PR().RATA SHARE OF TIlE RURAL ARTERIAL TRUST ACCOUNT FUNDS FOR COSTS INCURRED UNDER TIlE ABOYEoIlENTlONED PROJECT AS FOLLOWS, TOTAL. EXPENDITURES TOOATE PRQ.RA T A TOTAl. AMOUNT LESS PREVIOUS NET AMOUNT PERCENT CUlMED PAvtoENTS CLAlI.IEO CUlMED 80% $154,600,,00' $154,E.OO.00 Amount. Authoriz as per. work ord r 1116028672 CONSTRUCTION NOTE: . DOES NOT INCLUDE PRELIMINARY ENGINEERING OR RIGHT OF WAY COSTS: $212,959.28 I CERTIFY THAT THE WORK COVERED BY THIS VOUCHER HAS BEEN COMPLETED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. I ctrtlf)' thlt the cOil' Ihown In Ihla vouch. Ire trul Ind COlTetl; the net amount clllm. ed 'I due and Plyable from thl ",rll arlen.1 trult Iccount under thlllnn, of .ppliclbll l.wI. 1'lI11I, rltgUlltlonl .nd pl'OC~urni no cl.lm h.. bHn pre..nt.d 10 01' ptymlnt m.d. for Ih. .mount for .....Ich Plymtnt II clllmed herein: claim do.. not .xceed the rur.llI1tri.1 truat .ccount th.rl of thl coltllncurred to dill of thla cl.lm; nd doel not IxcHd 'PProYtd IlIc=-llo., for thll oleel: and 11m authorlzld to -'gn for clllmlnt. ~~~ 1/20/88 DATE Accountant r ' Il>OZ.~b CI 07 AUT1iOAIZATlOH AUTHORtlA nON AGREEMENT HQ, ..,., .......' AmICABLE WORK ORDER DATE I-l (' 'I ~ """""" INVOteE OROSS AMOUNT DI8COUlT NET AMOUNT , '} I ~ .- .._f--_.. 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"'I-Cl"WO ...111.WWil..~ W<I\tLi.Ou..- ~i5.J.J.Jj '<l:<t<l:<t .JZI-........~ <tClOOOO "'~~f-""t-, Otll ' I-l!!OO...j P4NM"t ...", ~;Il; nil';' ~-.of.-4~""'"" .-1"'""0004"""'....... ...... <t<r m" ,.. r- * * o I'- -0 ~ 00 -0 I I * I; IN I~ I I I -01'- ... *** 1'-1'-0 ~1Il0 ; . . . .N-oO NOlO -oN<r ! *,* I CD<t ..."t -01'- ... '3 W i ~ I :w I ." , 3! I':~ x ~ x 'blffi ;0 :> 0 11LII: 10 ~ 0 .~~ l~ Z~ * tIl 1~~tIl 't!J OW l!IW !<t'w t-I~ U "OU (l) ,.., (1')1-1 Il.Z.... ,I- U.J 1-:> CI.<::> 'M W<t ...." <:: " Z '!:i t!i~ l:i~ 1~5~ ~Sw~ ~c:2w~..J z.J~..J ...I-I:al Cl.I:ir<<t <::<t.- I-U",", Zll.1ool Z W,,",Z l&.WI-.J 0<l:1-.J0 tIll-O <ICI.. 'W ...., WI-f l Ol-f "L'''Z 1-:!:Cl:ZtIl .WCltll cz<tz UU<IZ(I) ...JlI.Ilf) , ~"'5g ~~sg~ ::;z~6 S5t3f5 lnlll[;lf:j~ II-~~~ f3~L::LL aw"ll.u.. '53Q..~ ouJ.J'u:J.J.J.J "II.J.J ::l<t<t ...<t<t<t I o<t<t ~r:bb i~bbb il-bb b~I-,)- b3....,...... t;~I-~ "'0' 1-0 "'t-f I UOO "00'" Cl:...... ~~ ~~: ~..o 1(.1........-1 P4..-4.......... ..:.I...,""".... 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Cl Cl W "- Z Z .... ....wUJ I- "2:ir< tI) W... <t WI-J :!: Z W ..."z "<IZ ~ Z..JO CD W::lUl b1 Cl" o >-WW " Cl"u. U <t , Z.J.J I' Mct<I ; :tl-I- >- "'00 I- -'I- to- ... W :> " ... Cl.00 I- "'N U <I ~~.-l " 'P"f..-l""" ... 1"'1'...... U W ... , <r o " it: CI. 0, ~ o o o o o rI I I I vJ 1<:>- i * **i, * rm I'- I'll'-, 0 or-j M ....0.:- ~') I'll <t I , I * * x o o -0 <r Cl I tI) Z [!J W ... U " tIlet... W ....I.L.':> w ........u: Z I.L....JLiJ H Wu..U) C) Zu.. 2: WW::lJ uJ I:ir<tIl<l: ... Z >- I-..JClO IX WZM <t "z...tIl Z~<IZ""(I) "'ZJO<tw :::...;:)tI)"l&. "'I-Cl"WO ..JI.LWWCl." W<::"LLOiJ. "" LL~~..J.J.J ,<r<t<t<! .JZI-I-I-I- <J:!!)OOOO .......f-f-I-f- Otll I-W cOO....t~ ";~I'J'! ...~,~, ~"'lU1 'I""l1""l....~."4.... """'..........."""'.-4 ...... <t<r ~111l '. 'l\ ... '" ~ 1'01 .... " .~ ,. " ..,., -. '1' \\l, \).. W ..J , *' *: *'* ** NroMr<) ~r;:~ M"'MO Mo-~... '~rI I I ~ **'u -0 <t<trolll ,.i ~1 01'--0-0 ... to ;~oi'; r'l O~ <tM o O"'CDl'l ... .. \.. ( -0 r '* I '* * ,** o 1'-U1 CD o.~ , , . ~1 ~<r <t ~'I') M "'1') i I I I , I I 'x o o .0 <r ! I!J tIltll I-W ...... II..J Z WIl. 00 Zu.. z....w W:J :-"4f-.I: ~(Jl I-U... II.W'" :.J!!) <tCl. wwz "tIl" 'I: z... &:lZ<IMZl- ,....JI-O<t Z ::l"tIl" ClZ!!)W"W MOW:>Wu. U)M"OLLO :5ti.JJJ..J ::l<t<t<t<t ..J"I-I-I-I- <tl-OOOO I-Ull-I-I-I- oz 1-0 UONO'" . .....-tNM In................. "'NNC'JNN ""9"4"""'""'1"'1"" ..... . ........ <t<r ~1U1 ~ ,z W I: >- <:: CI. 'it: 2:0 0' ...Q I-Z U<l: W Cl.Z UlO WtI) 2:... Z ' ...l-wwJ z~~al~ Ol-I-JO MO LLI""' I-Cl"ZtI) uW<tZtIl ::lZJOW " ::JtIlII.Q I-)ooC'J"oz tIl<tWW"<l: Z3"CI.,"J SII.JJJJ O<t<t<t<l: .J 1-1-1-1- <tfo'OOOO I-:!:I-I-I-I- Ot:l j 1-... "00 ... ~r:~~ .;.4..;,........~""' W'H'lI')l'lt'l "'NNNNN ....... <r<t 11m i I I .. . """\ "" .. COUNTY ROAD ADMINISTRATION BOARD RURAL ARTERIAL PROGRAM VOUCHER "-'ME Jefferson County Public Works ADORns P. O. Box 1220 CITY Port Townsend LOCAl. NAME Of ARTERIAL Bastings Avenue CACROSES9 . lUTE ZP VOl.J(HR 8U8MITTtDfOR WORKPERfOAMED WA 98368 FOR Jefferson County """'OfcootflYl PflOJECTNl..IMBER PROGRESS @YES DNa 691001 0lLl.. 1 IS THIS YOUR FINAl. BILLING? TOTAL EXPENDITURES lODATE FOR PRO-RATA SHARE OF "THE RURAL ARTERIAL TRUST ACCOUNT FUNDS FOR COSTS INCURRED UNDER "THE ABOVE-MENTIONED PROJECT AS FOU.OWS: TOTAL AMOUNT ClAIMED CONSTRUCTION NOTE: DOES NOT INCLUDE PRELIMINARY ENGINEERING OR RIGHT OF WAY COSTS: $212,959.28 I CERTIFY THAT "THE WORK COYERED BY THlS VOUCHER HAS BEEN. COMPLETED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. ~~ 1/20/68 DATE AlITHOAlZA lION AUTHORIZA TIOH AGREEMENT "0, APPLICABLE WORK ORDER flnll Pyml. ,~ RURAl. AATtRlA1. PROGRAM PRO-RATA PERCENT CLAIMED LESS PAEVIOUS PAYMENTS 80% $154,600.00. Amount Authori. d as per work ord r 11160i8672 NET AMOlMT a.AlMEO $154,600.00 I certify tha' the coat. shown In thl, voucher .retrue and corr.ct: the nel amounl clelm. .d I. due and payable from the rural art.rlal true' accounl under the 'enna of applicable law., ruin, regulaUonl and procedure,; no claim hi' been presenled 10 or payment made for the amoontlor which payment I, claimed herein; claim does not exceed the rural arterial lrult account Ihare of the cosl. tncurred 10 date ollhis claim; and doe. not ...ceed .pprovod 11I~1#~t:.nd,lam .uth~zedlo aig n lor 010. 1m Int. ~A~~'_ ~ Accountant ON. "" "TITLE DO NOT WRITE BELOW THIS LINE ACCOUNnNG CUSSlFICATlON DATE INVOICE GROSS AMOUNT I "SCOUHT "lOOSER TOTAL Met . TlON Wo\RAANT TER NO. NET AMOUNT Intne matter ofl .STATE Of WASHINGTON '. . COUNTr OF JEFFERSON 'X RESOLUTION NO. 85-87 XI~ttt.tt~KXI Revising a oounty X proJeot designated as X CR05R'l X IT IS HEREBr RESOLVED that Hastin~s Avenue ,West Road Log No. 691008 , from H.P. 2.69 to H.P. 4.40 .nmNj~~~~~NMOMOMC~~~~CMCMOM be improved ii"'tOllowsl - -- Grading, dralnage, improvements, widen, minor re- alignment, and surface with L,B.S,T, IT IS FURTHER RESOLVED that an appropriation from the offioially adopted road fund budget and based on the oounty engineer's estimate is hereby made in the amountll and for the purpolle.lIhownl ~ PREVIOUS APPROPRIATION PRESENT APPROPRIATION Engineering $12,000.00 $28,200,00 Right of. Way $10,000,00 $25,500,00 AOQuis1 tion Sub-Total $22,000,00 $53,700,00 Conlltruotionl $278,000.00/222,400,00 $213,100.00 /154,600,00 R.A.P. Funds) X Contraot R.A,P. Funas) ,LCounty Foron TOTAL $300 000 00(222.400.00 $266,800.00 /154,600 R,A.P. Funds) R,A,P. Funds) jLThis projeot ill inoluded in the offioially adopted annual road program. as I tem No. 5 __The projeot is hereby made a part of the offioially adopted annual road program in aooordanoe with R.C.W. 36.81.130. IT IS FURTHER RESOLVED that. XThe oonstruotion ill to be aooomplished by oontraot in aooord- anoe with R.C.W. 36.77.020 et. lIeq. SEAL. JtThe oonstruotion is to be aooomplil1hed by oounty foroes in aooordanoe with a.c.w. 36.77.060 and V.A.C. 136.18. PASSED AND ADOPTED TIlIS .;:?6// DAY OF tf}h.c'~,--, I /.Y;:r,7, BOARD OF JEFFERSON,COUNTr COMMISSIONERS ~~J,a-~ , ~<'4'{) Huber ~""-C:-<1-<_ (~- <<.?!h.".,....,_~ _ Helllber ,./ !]" 1/, CZE.. X7 r."';;",,,.,,... /" ,.-;t.1 ,,,..~ C .~, .t tbo ""'r . ~~\B ltJ.u' I(,;tl! 1)lIl'h:-olU'.'j WAC 136-1 ...-040 Pg. 1 of 4 la. blHlng ,Pavement Width (WPE) . ~ Ue~ Igfl Pavement WIdth (WpU) . -1L lb. Existing Shoulder Width (WSE) . -2- De~lgn Shoulder WIdth (W~u) . --1- lc. [(WpO - WpE) t (WSD - WSE1) . 2.5 . -1L Rating (max. 20 pt~.l .2L 2. Horizontal AlIgnment Good (0-3) faIr (4-1) Poor (0-10) -1- J. Vertical A.llgnment Good (0-31 fair (4-1) Poor (6-101 6 GEOMETRIC RA TlNG TO TAL: 33 TRAffIC ACCIDENTS Equivalent Property Oamage Only AccIdents. Three Year Averdge 1m Property Damage On 1 y ~ fatal 1981 1 -L. --L 1982 -L -L -L 19~ -L ..JL -L- Subtotal -rt- -tr- -Ar 3 6 0 Tot,I:.-L ~ J . ~ ~ Length Imlles).l.1.l- ...l.l5.. TRAffiC ACCIDENT RATING: 0 C. TRAffiC VOLUME: **5. Current ht. AOT: 893 Current EH. Truck AOT (If known): - TRAffiC VOLUME RATING: 5 0- 2 0 1 - 50 I - 5 3 - 4 1 50 - 100 5 - 10 5 - 6 2 100 - 250 10 - 25 7 - 8 J 250 - 500 25 - 50 9 - 10 4 500 - 750 50 - 75 11 - 12 5 750 - 1000 75 - 100 13-14 6 II 1000 - 1250 100 - 125 15 - 16 II 7 1250 - 1500 125 - 150 17 . 18 0 1500 . 2000 150 - 200 19 - 20 9 2000 - 2500 2UO - 250 20+ 10 2500. Oyer 250 . . 0-1 ROADwAY STHUCTUHAL CONOITIUh: A$ph4lt ur L.a.S/T. (5". O-~ for POrLl.lla C.n,"nt Con.:rot..) TYpl!5 Of 015tre55 Dc reI! of Dhtre5s 6. RIIttlng t~r 7. RAve ling 8. CorrullAt lon5 II. AlligAtor Crack ln9 10. Trl1n~Ver;;ll 6 CrAtk In9 U. LongitudInAl Cnck In9 to 1/4" r ,.r 12. PAtchlnll U. flu5hlng ROAllWAY STRUCTUAAL toNOITlOrt AATlNG TOTAL: Rat1nll~ for Ceolll'lrics "",II :;tructur~l Comhlion lihall W I'c'vi\:w,'J ,,,,J adjusted :IS appropriale for consisl\:lIcy wlth fatinll criLl.lria uy ,,,, j",l.:- pendent t..:u.h"\.lltant l\H;.ainC'd by mU\\lal l~onscnt of all the: l',UUJllll'S ill the: r~lon. . . " o <: .LL -~- 3 .1 -.:i....l- ..:LL -L1L- 17 . ta:t>l(NAL HIGHWAY MAP II tw_ JEFFERSON COUNTY '''t \'i_ L:. . ._--_!.!..!_-~._.._----_...'\ ", \ \ .... \ ". o ......._._._........ , \ \ \ \. \ ~ WASHII'ltillJN ,...,.\... . A "" llf/..... :~ / -P r .., , " "< 0 Q i < , i., i :e \ \ r- i \ '" 1//1 ... ,. I I . . z 0 I- ~ j... 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'?[ SET !T.<)"')s c01SIOC c.LC:;r11l/N& (,.11"'/110:, ~ 1'", j "'.- '"TYrI \ 11'; 7\ : ~ :: . , , ,: , " , ''','.' . , ',,':'" , , , "": " "",",< "~I:,': .. .:' , "''- . ." --":' , ".'.,".', ::.',' ,- .,'" ",' , '. " " ,':.,' '.'," :"'..'. , ""',., , :'" ",' """,: , ., :. ".: :." .." '"" . '.' ....' ,': ' :'. ,', , ,. ;- ,", ,: . . .' . :-, . " , ':,.: . , '," ' ".'. ,,', ,'''.. , , :"," ",: ,'. .. '.' ":"':,, " ',' " .' " "'. " ''', : :," ., ,...,'.'; :' ":,:: ;" ", ,.,.:, :, , . " ;', ': " >, '. " ".' ".' ,:' ,', ". " '. ,-..- ': ,'. ' " . ,,<,' ,: ""'.', ,: , :,",:.,' ,'; , ',: , . , ! ,- , I I I ~ I I I I I I I I I I I I I I I I I I I (1) Particles of specific gravity less than 1.95 ... 1.0 percent by weight. (2) Organic matter, by colorimetric test, shall not be darker than the reference standard color ASTM Designation C 40 unless other tests prove a darker color to be harmless. 9-03.1(2)B Grading The last paragraph is revised to read: Fine aggregate Class 2 shall meet the requirements of AASHTO M6 Section 6, Grading, and Section 7, Uniformity of Grading. In addition to the grading requirements listed in AASHTO M6 Section 6, fine aggregate Class 2 shall meet the folloWing requirements: Percent passing U.S. No. 200 sieve... 0 - 2.5 by weight 9-03.1(2)C Use of Substandard Gradings The second paragraph is revised to read: Passing U.S. No. 8 95% Passing U.S. No. 16 80% Passing U.S. No. 30 60% Passing U.S. No. 50 20% Passing U.S. No. 200 02.5% All percentages by weight 9-03.4(2) Grading and Quality The table in this section is revised to read: Crushed Cover Stone Crushed Screening % Passing Passing % Sieve Passino 1" Square 3/4" Square 5/8" Square 1/2" Square 3/8" Square 1/4" Square U.S. No. 10 U.S. No. 200 3/4"-1/2" 100 95-100 5/8"-1/4" 1/2"-1/4" 3/8"-#10 1/411-0" 100 95-100 100 95-100 100 95-100 100 90-100 50-75 0-10 0-1. 0 0-20 0-5 100 90-100 30-60 0-10.0 30-50 0-10 0-3 0-1. 0 0-15 0-3 0-1. 0 0-7.5 0-1. 0 21 I I B-11. 1/25/80 D-8 . 1/04/80 ']-6c. 2/22/82 B-12. 1/25/80 ']-6f. 2/22/82 B-13a 12/02/85 E-1 1/04/80 .]-6g. 2/22/82 I B-13b 12/02/85 E-2 9/19/80 ']-6h. 2/22/82 B-13c 12/02/85 E-3 11/26/79 ,J-7a. . 2/22/82 B-13d 12/02/85 E-4 9/19/80 ']-7c. 2/22/82 I B-14. 12/02/85 E-4a. 9/19/80 ']-7d. 10/05/84 B-15. 10/19/79 E-5 1/25/80 ,]-8 2/13/81 B-17. 11/26/79 ']-8a. 5/23/83 B-18. 3/19/84 F-l 11/26/79 ']-9a. 1/17/81 I B-18a .9/06/83 F-2 11/26/79 ,]-10. B-18b 10/03/83 F-2a. 11/26/79 ']-l1a 7/19/85 B-18c .1/28/85 F-2b. 11/26/79 I B-19. 10/03/83 F-4 11/26/79 K-l 7/17/81 B-20. 9/19/83 F-5 11/26/79 K-2 7/17/81 B-20a .9/19/83 F-6 1/28/85 K-3 7/17/81 B-20b .9/06/83 K-4 7/17/81 I B-20c .9/06/83 G,-l 10/17/83 K-5 7/17/81 B-20d .9/19/83 G-2 9/06/83 K-6 7/17/81 B-20e .9/26/83 G-2 9/06/83 K-7 7/17/81 I B-21. 12/04/85 G-2a. 12/21/73 K-8 7/17/81 B-22. 9/19/83 G-2b. 12/19/75 K-9 7/17/81 B-23a 11/08/85 G-3 11/26/79 K-l0. 7/17/81 I B-23b 11/08/85 G-3a. 11/26/79 K-11. 7/17/81 B-23c 11/08/85 G-4a. 7/17/81 K-12. 7/17/81 B-23d 11/08/85 G-5 11/07/75 K-13. 7/17/81 B-24 . 11/08/85 G-6 10/24/75 K-14. 7/17/81 I G-6a. 8/31/73 K-15. 7/17/81 C-l . 11/26/85 G-7 . 2/04/82 K-16. 4/26/82 C-1a. 11/26/85 G-8 1/28/85 I C-lb. 1/21/85 G-8 1/28/85 L-l 1/21/85 C-2 1/21/85 G-8a. 10/18/85 L-2 1/21/85 C-2a. 11/26/85 G-8a. 10/18/85 L-3 1/21/85 I C-2b. 1/21/85 G-8a. 10/18/85 L-4 1/21/85 C-2c. 1/21/85 L-5 1/21/85 C-2d. 1/21/85 H-l 5/17/85 L-5a. 1/21/85 C-2e. 1/21/85 H-3 3/19/84 L-6 1/21/85 I I I I I 59 I I 09 I i ! :ih u I ! ! j Z3 'I co -1' ! ~ E i ~I i '. 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I I 1 I 29 -l:~ o! ~i z v t: ~ll K" 3! l i. ~; ~i n ~v JJ'; . . it ". 0; o. :.: " ~ I, . '. ~. . . Ef ;1 ~B .: -. :~: 81. ~I' ! i $,;' H . ." EI :Hl I I 5~ @I .. . ~ ~i ~ Ii .. . II .... c. 0: . i" . Ii ii!; >- i ~I ! ; j:. iiH :i . " .= if I i~i Si:: h ~ " on ~~I ~.H , 0 ; N 0 " . " . , ii i ! i ~ ~ ~ I i ~ : I c w ~ : ~ t 0 o ~ . 0 . : c :;; ~ c :: ~ u c ;; 0 ~ ~ ; s S ~ ::: = ; ! ~ fi ~ ~ ~ ~ o w ~ ~ . .. ~ ~ S i " .. C C ~ i . = I I ". I I I I I I ). I I I I I I I )1 I I 1 I I I 1 1 1 I 1 I I I 1 1 1 1 1 1 . . (1) Particles of specific gravity less than 1.95 '" 1.0 percent by weight. (2) Organic matter, by colorimetric test, shall not be darker than the reference st~ndard color ASTM Designation C 40 unless other tests prove a darker color to be harmless. 9-03,1(2)B Grading The last paragraph is revised to read: Fine aggregate Class 2 shall meet the requirements of AASHTO M6 Section 6, Grading, and Section 7, Uniformity of Grading. In addition to the grading requirements listed in AASHTO M6 Section 6, fine aggregate Class 2 shall meet the following requirements: Percent passing U.S. No. 200 sieve... 0 - 2.5 by weight 9-03.1(2)C Use of Substandard Gradings The second paragraph is revised to read: Passing U.S. No. 8 95% Passing U.S. No. 16 80% Passing U.S. No. 30 60% Passing U.S. No. 50 20% Passing U.S. No. 200 02.5% All percentages by weight 9-03.4(2) Grading and Quality The table in this section is revised to read: Crushed Cover Stone Crushed Screening % Passing 5 8"-1 4" 2"-1 4" 3 8"-#10 4"-0" 100 95-100 100 0-20 95-100 100 0-5 90-100 100 0-10 0-15 50-75 90-100 0-3 0-3 0-10 30-60 0-1. 0 0-1. 0 0-1. 0 0-1. 0 0-10.0 Passing % Sieve Passin 111 Square 3/4" Square 100 5/B" Square 95-100 1/2" Square 3/8" Square 1/4" Square 30-50 U.S. No. 10 U.S. No. 200 0-7.5 21 I I I I 1 I I I I I I I I I I I I I I . . % Fracture, by weight min. 75 75 75 75 75 75 Sand Equivalent Min. 40 Static Stripping Test Pass Pass Pass Pass Pass Pass 9-03.14 Gravel Borrow The last paragraph is revised to read: . If requested by the Contractor, the screen size may be increased by approval of the Engineer if it is determined that larger size aggregate will be satisfactory for the specified backfilling or embankment construction. SECTION 9-05. DRAINAGE STRUCTURES. CULVERTS, AND CONDUITS (December 22. 1986) 9-05.1(2) ,Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Drain Pipe The last sentence is revised to read: Welded seam aluminum coated (aluminized) corrugated iron or steel drain pipe with metallized coating applied inside and out following welding is acceptable. 9-05.1(4) Asbestos Cement Drain Pipe This section is deleted. 9-05.2(1) Perforated Asbestos Cement Underdrain Pipe This section is deleted. 9-05.2(4) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Underdrain Pipe The last sentence of the first paragraph is revised to read: Welded seam aluminum coated (aluminized) corrugated iron or steel underdrain pipe with metallized coating applied inside and out following welding is acceptable. 9-05.4 Steel Culvert Pipe and Pipe Arch The last sentence is revised to read: Welded seam aluminum coated (aluminized) corrugated steel pipe and pipe arch with metallized coating applied inside and out following welding is acceptable. 22 I . . I 6-11. 1/25/80 0-8 1/04/80 J-6c. 2/22/82 6-12. 1/25/80 J-6f. 2/22/82 6-13a 12/02/85 E-1 1/04/80 J-6g. 2/22/82 I B-13b 12/02/85 E-2 9/19l80 J-6h. 2/22/82 6-13c 12/02/85 E-3 11/26/79 J-7a. 2/22/82 6-13d 12/02/85 E-4 9/19/80 J-7c. 2/22/82 I 6-14. 12/02/85 E-4a. 9/19/80 J-7d. 10/05/84 6-15. 10/19/79 E-5 1/25/80 J-8 . 2/13/81 6-17. , 11/26/79 J-8a. 5/23/83 B-18. 3/19/84 F-1 11/26/79 J-9a. 7/17/81 I 6-18a .9/06/83 F-2 11/26/79 J-10. B-18b 10/03/83 F-2a. 11/26/79 J-11a 7/19/85 6-18c .1/28/85 F-2b. 11/26/79 I 6-19. 10/03/83 F-4 11 /26/79 K-1 7/17/81 6-20. 9/19/83 F-5 11/26/79 K-2 7/17/81 6-20a .9/19/83 F-6 1/28/85 K-3 7/17/81 B-20b .9/06/83 K-4 7/17/81 I 6...20c .9/06/83 G-1 10/17/83 K-5 7/17/81 6-20d .9/19/83 G-2 9/06/83 K-6 7/17/81 B-20e .9/26/83 G-2 9/06/83 K-7 7/17/81 I 6-21. 12/04/85 G-2a. 12/21/73 "',-8 7/17/81 6-22. 9/19/83 G-2b. 12/19/75 K-9 7/17/81 6-23a 11/08/85 G-3 11/26/79 K-10. 7/17/81 I 6-23b 11/08/85 G-3a. 11/26/79 K-11. 7/17/81 6-23c 11/08/85 G-4a. 7/17/81 K-12. 7/17/81 B-23d 11/08/85 G-5 11/07/75 K-13. 7/17/81 6-24 11/08/85 G-6 10/24/75 K-14. 7/17/81 I G-6a. 8/31/73 K-15. 7/17/81 C-1 11/26/85 G-7 . 2/04/82 K-16. 4/26/82 C-1a. 11/26/85 G-8 1/28/85 I C-1b. 1/21/85 G-8 1/28/85 L-1 1/21/85 C-2 1/21/85 G-8a. 10/18/85 L-2 1/21/85 C-2a. 11/26/85 G-8a. 10/18/85 L-3 1/21/85 I C-2b. 1/21/85 G-8a. 10/18/85 L-4 1/21/85 C-2c. 1/21/85 L-5 1/21/85 C-2d. 1/21/85 H-1 5/17/85 L-5a. 1/21/85 C-2e. 1/21/85 H-3 3/19/84 L-6 1/21/85 I I I I I 59 I I ~ R It: ,,! hi z Iii ;1, Jt , ~: li; f . ~: it . 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I PLAN # QUANTITY -------- 9 265 -------- 10 375 -------- 11: 52 UNIT ITEM DESCRIPTION AMOUNT TOTAL L.F. , INSTALL PLAIN CONCRETE CULVERT : PIPE 12" DIAMETER -----:---------------------------------:---------:----------: L.F. : INSTALL PLAIN CONCRETE CULVERT , PIPE 24" DIAMETER -----:---------------------------------:---------:----------: 9.30 : 2,464.50 --:-------~:----~:-----------~-~----------------~--:---------:----------: :L.F. , REMOVE EXISTING CULVERT PIPE -----:---------------------------------:---------:----------: 10.95 : 4,106.25 2.00 : 104.00 12: 14 :EACH , REMOVE & RESET EXISTING MAILBOXES 50.00 : 700.00 : 13: :--:--------:-----:---------------------------------:---------:----------: 15 :EACH : REMOVE & RESET EXISTING SIGNS 35.00 : 525.00 :--:--------:-----:---------------------------------:---------:----------: :14: 2 :EACH , INSTALL DROP INLET TYPE I : 1,675.00 : 3,350.00 : 15: :--:--------:-----:---------------------------------:---------:----------: : EA. , INSTALL CATCH BASIN TYPE 2 : l,ll5.00 : l,ll5.00 : 16: :--:--------:-----:---------------------------------:---------:----------: 54 :C.Y, , GRAVEL BACKFILL FOR PIPE BEDDING: 8.21 : 443.34 :17:LUMP SUM,L,S, , SURVEYING :--:--------:-----:---------------------------------:---------:--------- : :19: 7646 :--:--------:-----:---------------------------------:---------:----------: :18: 9.147 :C,Y, , UNSUITABLE FOUNDATION INCL. HAUL: :--:--------:-----:---------------------------------:---------:----------: : 5,800.00 : 5,800.00 2.40 : 21,952.80 :--:--------:-----:---------------------------------:---------:----------: :C,Y, , EMBANKMENT COMPACTION .79 : 6,040.34 :20:LUMP SUM,L,S, : TRIMMING AND CLEANUP : 1,072.00 : 1,072.00 :--:--------:-----:---------------------------------:---------:----------: :--:--------:-----:---------------------------------:---------:----------: :21:ESTIMATE,EST, , LABOR FOR TRAFFIC CONTROL : 9.500,00:9.500.00 : 22: 24 ,C,y, : DITCH EXCAVATION INCLUDING HAUL: 5.70 : 136.80 :23: :--:--------:-----:---------------------------------:---------:----------: 3.18 :ACRE , SEEDING, FERTILIZING, MULCHING 896.00 : 2,849.28 :24: :--:--------:-----:---------------------------------:---------:----------: 5. 5 : C , Y , : 8" QUARRY ROCK 65.00 : 357.50 :--:--------:-----:---------------------------------:---------:----------: TOTAL BID ~1 A? 1:n'i. 77 A proposal guarantee in the sum of 5% of the total bid is attached hereto in the amount of $9,ll5.29 72 mUCH' mUCH CONSTRUCTION, INC. j . 1 I I ,- '-' '" 0' t: cS u L - . 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