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HomeMy WebLinkAboutPlan, Tentative ODOT 10/23/2009 (3) LEGE \lD GRADING \10 I ES 1. Survey information from survey developed in 2008, by: OBEC Consulting Engineers 920 Country Club Rd., Suite 1008 Eugene, OR 97401 T: 541-683-6090 F: 541-683-6576 Survey: August - November 2008 ------- . \tIG. \tIG . \tIG . \tIG . \tIG. _ FD\.JY _ FD\.JY _ FD\.JY _ _FLP _FLP .FLP _FLP .FLP _ /\tI~ /\tI~ /\tI~ /\tI~ /\tI~ Erosion control measurements developed by : TYLin International 1500 Liberty St. SE, Suite 210 Sa em, OR 97302 CSB - CSB - CSB -CSB -CSB 2. Willamette Greenway Boundary information derived from G S data )rovided by OBDP/;DR. /'../ ' /'../ - 'OL'J-OL'J-OL'J-(JL\N 3. City of Eugene Goal 5 Riparian Boundary derived from GIS data provided by 03D =>/H )R. ~ - '- ~ ==~-=; -0 o 4. FEMA F -oodway/Flood Pain information provided by 0 :3 ::C Consulting Engineers. o -0 5. Top of I- igh Bank derived from combination of survey contours and aerial photography. o o C, OMPOST FILTER BERM (2'\ See Note 6 . \E2Y STRAW WATTLE (4\ See Note 6 ~ INLET PRO-ECTION (2'\ See Note 6 .~ PROPOSED GRAD NG LIM TS :) ~O =>OSED CONTOURS Includes both Phase 1 and Phase 2 6. Approximate erosion control measures and types shown. Full erosion control plans wi I be provided with appropriate construction permits. a .. 0:, ~, o --00000 · c: 7. Grading information provided by T.Y Lin Internationa and OSEC Consulting Engineers. -------------- 8. At areas within Eastgate Wood ands (Sheet C1.0), grading activities within dri )line of existing trees are restricted to trenchless boring at pre-aut 10rized de )ths, "air-s )ade" trenching, or hand -digging. T 1e exce )tion to this is the removal of existing asphalt path and replacement with bar< path. 441 ft 440 ft 439 ft 0* (E) T~::::8 (E) WETLAND ACOE/DSL concurred Not a listed Goa 5 Resource """,.-------....... .,.",,---- \ /.,."" \ f..... J .............. --... ...... - - - - -..., I / DRANAG= PAIIER\JS f EL. 434.60 CU I'/FILL CALCULA 1I0l\S CUT (CY) =ILL (CY) PROPOSED SPOT ELEVATIONS //// -5 BRIDGE STRUCTURES SPR NGF ::LD - Roadway: 50,500 18,400 Paths: 4,737 3,818 Stormwater: 1 ,800 300 ~ ~ c ~ 5 .... 'E ':cD Extg.. grOund , ;Ccirin~' ~nd:~rQ~ bY: '''p~ epacfng ov.erIap" :or '7um..;.,nd$": . ~\ \ n \ ,Ro,(.".,',..,. -+A J r/ u u PLAN VIEW AT DITCHSECT,ION , ,. .,. <.'p LJ ,W LL.A -~A PLAN ....... '~y lim~ ,fOr,$8dlment,WnQe: , .... .. SUp~rtedfeilce, '4 ,wire m$Sh \ -,r p~; '~irI1fJntfen,~ ~ 1 ,geotex.tI~ ~, , 1=Tol.v.',- , f :;{1{\Vj~~ifll&,' .,'~' ,." ' ,"", .., ", ,,- ExiSti' ',' " round ',' "~I\\\'f~V~,~, ' ',' ,~' .. na,' ,g, ' ',' ,1)\\y~]1' 'A) ~ , " Comp~~ ::):, , ~,~"fr<,~~~~ nauve.,,~JI ~ f.," 1, . '" ........ ", "--...:..I.:.... - - · Ii1mm!~m ;!i~!~UumtI1f!~!j!~~~mnl!! ~... .4......... ..~~~........,.. ~..~............. ..1111111 il!!ll!lI,!!!~II!!!~H[lj 1 ..... PayJltnltS 'fortheckdam 6'. --....J , . ," -~"l ~ mIn. I "...J ELevATION VIEW AT'DITOH'SECTION ,OR LOW AREAS' ,SECTI.ON A-A for$UppOrted:~lmentfe"', ~k~ment fen. geote.xtile 'wittfWlre mest.i. " " .. :~ ~@l~~ TURN.EO ENDS, ,..-ruinS ~'~.""" E1 """,",:' '.. ,I':' ".',':, " . . ... " .. .' . .' c' ,- .. . . . , ., LeT..I .., 1 PQ$t.$Pic:i09 mi"~ POST SPACING~,OVERL.AP ~a/...'.. at,theiYPic8J:vatlfcaland', : h~;~,wn~,:8~"~..en.o.wn. :,,' , -" . ~i~.} ~ :, l~:r 12'!' r . c '~ .fo " .,.. ..:l 1__~~ \ s'i f ~f_~~~, do' ~ ... Post:8~ \ 'securely'fasten wire '\ m,' esh, ,. 'to"'OStwith, "S ",P, " " . , fasteners:per;'pQst'mln. '- . LL ~-" - - 9. ~, ,,~i~nt~(:.e'g~il. -,"":t" --- . ~ :-r+~ '~~.rExtO' \IfOU1I!! -~~ " \.-,..~m,'of trenCh GEOTEXTILE .END C,QNNECTIONS' . ':ELEVATION SEDI v1E \IT FE \ICE ODOTS::anda -d Drawing Rd 10(0 .1' ',:, ,-4,',,~, . #~l'?\ . ...)? .~~~. // ,.'~.,(! ~,.:~ .... .. ,?4~ ... C:OMPOS'T F J.LTE:RBER,tyi ,:fio.r~$l .tf',~=:'lffeim.- ,'FrOm' :PQm~:o(.:':f.1J'ARPiiil#f '2..,~brj:$hiJjUiirC<Jriitl'.iicfq(r.to,A (jltiforin ,.'. '~Siic~ l!ejtl!!gThjf1J.lflim.tJdl-:-/j~ufrfi1h8itt$ :$lidwn~' ' , ,5. '.8~rnt:'$l19i/~:,CtJn6lrUCfgd"t1J'~"'iIlfJtdlii 1f.8 . :siiiipe>tfj,jl!h9::JJ.qiJ~Peiittiii' Sfo/lif 'E'!irit6~' " if.:SI:~~Jf13tP.tiiO'iM NO WORK AR 'SA COMPOST FIL I ER BE ~M (2'\ NTS \E2Y . STORM DRAINAGE NLt: I See StOll II Dainage and Utilities Plan for grading information. 22,518 T ota s 57,037 .1 i I i I i !Tfi I i I i I jl'jI i I 1111IIII1IIIII111 ! I !!J. iliJrj.111111 ~!J.!.13 STORMWA TER IKEA TMENT FACILITY .. .:z THIS IS THE FILE NAME LOCATION z~ \OBDP - Willamette River Bridge\CAD\ 0' 25' 50' 200' 100' 19-0CT~2009 10~OO AoMo {..' . .,Fence . n. . Pay limits fCrftdjm~u. fet'tce "!'" ~' ",""'"",,8. pac" ,,', In,gO,', n grade. .~, '" ,... .., ($88 tlIble) '" . '~. ~ ~'" --1 TABLE'1 FENce SPACING FOR:GENEAALAPPUCATION lNSTALL,PARALLELALONG CONTOURS AS'FOLLOWS . MAXIMUM SPACING, ON GRADE ~,:"":,,, :':.f~ .:"...... ."! . ,g~; A,~.. :':c: .~und ......., GRADE Grade '(1'()% 10%,1 Grede<15%, 15% So Grade <~, 209€t.! Grad8<3O% ~ ~ Grade 300' 150'. 100" 6()' 25' ~ ..... r, TABLE 2 POb I :SPACING 41,S,upported S.edim$nl Fence 61 lJoellPPQrted $~imerat Fence ,with Geote~Ue.elongation *less ,than 50% 4': Unsupported Sediment Fence with C3eQtextile'.e1ongation *more'than 60% '*GeotextIle grab elongation value 88 documented by}'L.ev8rr manufacturer's dOcumentation (S.:St8ndardSpSCific8tions)~ NOTE: Thl$p1an'lslJota,~ ~ cIocumentbutan eIeofronlc, duplk:ate.1he:OIIglnal signed.thsenglnser and, B{JlJfOVGdftlrpublit:Stion is,k6pt on fl. Sf the'Otegon,'DeparlmSnt ofTranspotiat;on. A coPY maybe '.obtalned uponreqtlflSt. ,t4an::A11 inaterIaI anctwotkmanlhlplhdbe ln~\..th , " 'the,c:UmnOregemStlndardSp...,:m...Ji0n8 OREGON $TANPAf1DORAWI.N,GS SEDIMENT FENCE. SUPPORTED SEDJMENTFENCE. UNSUPPORtED 2002 REVISIONS DATE DEaCRlPl'lON 12>(12 ~NOTE ~ RrM8ETAill..E2' NTS~ 7r OREGON DEPARTMENT 0 : TRANSPORTATION G~ CAMERON · McCARTHY .. GILBERT &SCHEIBE, LANDSCAPE ARCHITECTS LLP Tel 541 485.7385 160 East Broadway Fax 541 485.7389 S Bugene, OR 97401 officcocmgsJa.com -5: W . .AMETTE R YER: a ~ DGE - au ~ ).E 220 PACIFIC :HIGHWA Y LANE COUNTY ~k 1 ')fZL-wt;t,. O' OOifD l1i/e No. " ~ itL P lQ;vl'jQAA1.lttWt - () 1> D T _ . , OCT 3 2009 o~ d f~ [)J~~ ~SUbmittaL Design Team Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By - CMGS SHEET NO.. G iA -) ~,G 'LAN COD ~ ~ II i ~ ! ~ i i .... 51 -1 Road subgrade Use compacted soU or aggr. base matI. " '/ to const continuous berm at edge of subgrade, @) Top:()f~~~'-- :~IJ' '@' SUBGRADE SECTION '[)ltCH X~SECtION; A-r'CH,~CI(DAM: ... 5' ... ...-- 2' Min. .~ ELEV. e - STEEP BACKSLOPE SECTION -c 5' 4' '.... .. .... Toe of last bale . , or bag -- .....- 2' Min. ~ Toe of last bale t1 orbag S\.'\...., + 6" @ t 'Excavate,.~imeJlttra.p' ' 'WWen"SpeCified Or: Direete(l ,L= Sp~qil1gAlQnf;l$w.$;()tDjtcb S9.;rh.~t . 'a~vat~o ,6.,',eq~~~,~eleVatio.n';B~ Min., ~ 24~ ,..' Subgrade geotextile - PltOH PROFile, :SE,01'"10N 'WITH.CHECK DAMS VARIABLE BACKSLOPE SeCTION.. 1:3 TO 1:6 CONS IKUC 110 \tEN I RANCE 000 I Siandard Drawing Rd ;" 000 NTS Q;) CHECK DAM 000 I S':anda -d Drawing Rd ;" 005 NTS~ PLAN Biofilter bag ':. ~Stakes n, ':. : ',q (____.21 .. /?) i" ~f b .. ,g--',:. } " ~ ",. ~ ~ . to. rBiofilter Bag (Typical) Flow .... Ditch Bottom :. ~'$Lf:)PE, BARRIErt SPACING FOR'GENERAl-kr:L:lcATION, INSTALL'PARALLELALQNG CONTOURS AS FOLLOWS' .MAxlMUM $PACING " QN:$LOP,E' .., aoo' 150' 100' .50' .25' Stak$ ::::>""~ ' ,'Flow ~, i" :H:~~ 'im~j m~t~ ):. ::-'$f)8, , , Qi,Qg );;;!:~ t~;:~; ! "'".~ Ii~l--.~' :';;:::: :.:~;.~~ , '::~;; ~;:;~:: Flow: .',',..:..,.,. "~' ',' i.'::.; i.:.,~:'~'; . :1t~.n:.;,;.';: ...-...,,:~ ;...~~,~! ::::~t :::':..: .,V'l ';7";',. . .::::~.;:::; A, '.Hf&~tj ,4 t: :ii~;~j~;~i: 1 ;':.~:'<::.. ;..;~...~, . ~:- ~::<::.. ."'SlOPE 1- SECTION A-A ;'~:,:~~,:'~,J;~t, :,',il.' /.',;:'" : ~f~~~ :~{~i: ~ -- ~,. ...~t, ':-..~.<.,,_ . <.. - ...., '.'~~.~. . : ". +-,"' ~"';;'~';' . . ~\~~Wfl ~~A~j :2,~~ ;1;:;'~1,' : FtQW : [;;;;LE;~~ ~' ...~". ... .~\ '; '~ i?f.~~~~~ ~ii m:;H}~~: . ~i~f.~' ~l~~r f~i:fi iJ~ti! . :F:;~;;'.:'i~ 10,& fI81tEH' :11) >-"'!1S 1$:~"'~:~O 2O>"~,:SO: St~tJ.han'~. ' 1:10 or Fiatter 1.0>'X:!1~ 7.5> X~5: 6:~ X~3~ .steeper,thSri'1 :3 Wattl~_, A I ,~ 'J~ ./( = SD \'1 ~~G1~, c ~\jl/1:\\1 ~ )\\\7 DITCH INLET y . PLAN PROFILE SEQTION A-A Flow___ S I RAWWAI'I LE 000 S'~a,dard Jrawing Rd 1035 NTS~ \-- t" t ' \ ''-_'' J . Biofilter bag 7r 0 ~EGON DEPA ~TMENT I)F TRANSPOR-ATION ---- Flow 0' 25' 50' 200' <: 'v\) ~\:\'v \ ()~ <1~\~ \(}r'\ '\\()~ <'. S <s <( '-v ~ \~,cJ ()'\ ~ S~ c,\'\'\ .;'0S~ c,0~ 00.) ~~\) <'. ()~ 7,.7,. 'v :\ ~ \() ~() G' C CAMBRON · McCARTHY _ GILBERT &SCHEIBE LANDSCAPE ARCHITECTS LLP Tel 541 485.1385 S 160 Bast Broadway Fax 541 485-1389 Eugen~ OR 97401 office 0 ClDlsla.com P,LAN: CATQ'tt:BJ\SIN I \tL = I PRO' I ECTIO \t BIOFIL I E ~ BAGS 000 I S:~andard Drawing Rd ;" 0;"5 NTS~ -5= WI..A ~ETTE liVE 1: Bll )GE - BU ~ ).E 220 PACIFIC :HIGHWAY LANE COUNTY AREA DRAIN Design Team Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By - CMGS 100' SHEET NOD - -2: DET.AILS c a'a ~ A THIS IS THE FILE NAME LOCATION Z~ \OBDP - Willamette River Bridge\CAD\ 19-0CT -2009 1 O~ 00 Aa Ma fi/ef:tft. I ~3 Or191"II lubmlffll.._. PERMANENT BARK PATH < =y ::) _A \ - Cl.2 .... :z:- ". '- =- Cla8 Cla 7 / "! /11 WlLLAME I IE GREENWAY BOUNDARY ~ . CJ ~ ... Q 'C: a Q -1 L.. - Q.. c: - 0.. f;:' !. i;:' - 0.. f;:' - Q i Q i:;! / < I < CJ ~ Q. i:;! - Q. i:;! - Q. -s:: i ~g, -3 ~~ I ~CI) $ G~ 4: Bf6 ~~ cJii (( TOP OF,STAIRS MATCH EX ST NG EL. 436.17 BO I t'OM OF STAIRS MATCH BARK PATH EL. 428.56 s ~ <<. / ~'v / / v1A TCI:- =X ST \JG 3ARKPATH " E -. 436.17 <{'v<? - .<<'v<? 0' 25' 50' 100' 200' THIS IS THE FILE NAME LOCATION Z~ \OBDP - Willamette River Bridge \CAD\ 19-0CT -2009 10~00 AoMo I I II ")'\~~\ I J, -'-.1 I ~~\\ '/1 ~ \ "} '\~\\ } I t // r-, \ \ \~\\ II I II l, \', ('\~\ I // 1/ \.\-;- ~\ / I I 1/ '" \.\\ \~~.\ ~__~.'il'l 11\ "'\ \\ \\\ I tf, / \ \ \ \ ; !I I / I \ \ \ \ t-If I I '" \ \ \ \ - FEMA 10Q-YR FLOODPLAIN \.l.- - ~ \.l.- - ~ \.l.- - <:i \.l.- - 0- .J u..- . 111 ~ u..- - ~ u..- - 0- .J u..- S <:i u..- - ~ \.>- - ~ v- - I } ~ ~ 3ARK PATH . MATCH EX STI \JG EL. 434.70 \.l.- a BARK PATH MATCH EX ST NG > .y- (;/'> f.,j ~ ---- '" ~ ~ \, -" "~~ ~ grading information -... \ \\\.,." '" '" . " 1 \ \'" \. " '\" '," ' \ ~ 1 ~ \ '" '\.. \. "\.~,, \." " \ )/' \'" \ \. \..'- \ '\ /// ~ \\" \. \ \ \ \\ I \ I;! (---I \" \. \ \. \ \ \ ..\ III ,:,.:-:;. "- ~ \\"- \ \ \ \ ,,\ J '" '-:::: - r>~ ",\, \\ \ \,' \ \ / \,- '\.? 0 \\.. \ \ \ ~ \ ( " .M\\" \ ,,\" - i MATCH ASPHALT PATH =L. 435.00 r OREGON DEPART ~ENT OF "'RANSPORTATION GC CAMERON · McCARTHY GILBERT & SCHEIBE - . LANDSCAPE ARCHITECTS LLP Tel 541 485.7385 S, 160 East Broadway Fax 541 485.1389 Eugene, OR 97401 officcocmgsla.com -5= W . .AMETTE .~ VE~: B ~IDGE - BU~D,LE 220 PACIFIC :HIGHWAY LANE COUNTY Design T earn Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By - CMGS SHEET NOG GRADING)LA ~ C~'aO f. Fi/ ; " J I 23 Original SUbmitfa,_ a' .." I , -0 -, ,f ,~~ ,~ , ~ ^-? , 0 ,/ ^-~ ....- .r: D i)..:f ' \~ dl.;. dl.;. ,rd. d I I I I I ) "u.- \ ~ <:::' "" \ ...,., \~ '\ \~ \\ \\~ , '\. \\ \ ~ \ "" \\\ -' ~ ~ \ \ - \ . y ? \ ~ "0 \J.. - \ \ ~ \ y -, ~ --1'\ \ \J.. ~ ' \ .." '-0 I ..,... ~ a \J.. ~, ~ .." ~ ~ \J.. \ y ~ \J.. \ y ~ u... I ;- > ~ l.s.. I >- ~ ~ l.s.. !~ I s <<.~ ~, ~ x J ~ ~ ~ I ~ ~ ~ I s ~ I FEMA FLOODWAY ~ \.Y \ ~ (:)- \Y \ ~ ~ \Y \ ~ (:)- \.Y \ ~ ~ \Y .l . , \ , , >- ~ t:::l < ::y ::> _A \ --C 1.0 . ;s .~ a: 'Q) t: ~ ~ :' ~ 1 - F =MA 100-YR F _00 )P ..A N TOP OF BANK See Note 5, Sleet CO.1 L \ \ \ . .C\ I I I_~ \ \ ~-", L ' ,.....~ \ . \\ \ \ ~ \\ \( . 1\ . ~ \ \ . \\ '., I ~ \\n . 1\\ \ \ll\. \~ L \\ .C\ II ' \ \ ' L \\ . \ .1 \ ~t L~ .\ \ ~.\ ~ ~ ' y ~ "",,"'" \ r-----------, \ I ' \ I / , " I I , I , / \ \ , \ , \ , , , \ I , I I I J I , I / I ''''; // l, \ < \ , \ \ .; I \., I \ I \ I \ , \ \ I I ! / \ I \ , , \ , \ << \ , \ , \ I I \ I \ I \ I \ I \ , \ I / I ,.,I' I I I , I ------ I I' / "I I / " I I '\1 \ \ I I I I I I Cl.2 Cl.1 ~ o _J 1_ ,- ) '" ASPHALT PATH VIA TCI- EX ST "G =L. 434.9 C1.8 .. z. liT THIS IS THE FILE NAME LOCATION Z~ \OBDP - Will amette River Bridge\CAD\ <'" 0' 25' 50' 100' 200' 19-0CT-2009 10~OO AaMa PHASE 2 L MITS ASPHALT PATH MATCH EX ST NG EL. 435.0 ASP-;AL T PATH MATCH EX STING EL. 435.2 r OREGON DEPAR-MENT I) : TRANSPORTATIO ~ GC CAMERON · McCARTHY .....Y.I. GILBERT &SCHEIBE G LANDSCAPE ARCHITECTS LLP , Tel 541 485.7385 S 160 Bast Broadway Fax 541 485.7389 BUlen~ OR 97401 officeocmgsla.com -5: W .LA, -'ETTE ~ Y'E~: B t )GE - BU-~D.E 220 PACIFIC :HIGHWAY LANE COUNTY Desi gn T earn Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By - CMGS f Date , G lA) ~.G 'LA ~ OCl? SHEET NO. c ~ a .~ File No. --~ ~ --~j tr- I ... _ ..... -C'J - -. ~ '" --- ~ --- ----------..) ~ ------=-. --------"" :> . (-~- -~~ . -..... __ _ _ _ _'_ _~' ...... ~ ~ ~ ~ ...... __ . - _ r""\ _ _ _. .... ~ _ _. ___ _ - - Lj --~ - --. '^-' .--. ~ -- --- --- -------- -- - ----- - - ==--::::-:::::::::: - ~-=-- - ~ --- ---: ~ - - - - ~- - -. -------------------- --~-~~~~~~~~=-===~~~ - -- 40---- - - --- ------ -. - ------ ---.. -- _________ ...... -------O.L..L._ --- yy -- ----------- - - - -------- ----------.. .... --- ------ ---- .. ---- ------- .. --- --- -----................ --- -- - - -. '- -'- '-- .-- - ~---- '--_-.... /7 --..........--............. . ---- - -- - --- .-.-..... - - ..-- -- ,.-/ '-- ...--- ..-- -...--"'-- ...--- . r ---.4- " ~;. I " ---ta ~ ~ - ;:a-.: - - --- - - --:- --. -= -;- -- -:- - - -- - - - --- - ----- - ----- --- - -- -.. -- --- - - - ~ - '= --=-------..=-- - -~-...:..----~- - - --- - - - - - --.:---------~-- --- --- .. .. .. .. --- -440 --- --- - - ~~ ~ >-=-~-- - -- -_ _ f _ ~ r - ---'-. - - - __ t. . _ I . 7 _c:. ___ - ;- _ -=- <::::.. -'/ -- ::,-.... .:1< !7. . ../ -;- c..: -........ ,_--L ~~ --- r=- - :::-, -- :;- - . --- ---- - - - .......... ........ --- --- -..- --- - - - ...::::- ~-, - == ::: :::::=::: - =- - - -. -""" - --~~~=~--- ~ );,.... - - -- - - - - --. / ..--- '" . ---r---=--- <=y :) _A\ ~ I --, /; ~~ 'W I // ~;-!l {~ , If \ /'>Lf -"""",.~~~ ~.c-~~-,-~~----1;:.4 __ . _ \-:_- C(5~~'''---- ~~ Cl.G ~_. ~----~~(--~--} t J~ ~~ ~~ ~.... NOT USED . .. ~t-'UsEDn . EUGENE LAND ~-::: EUGENE LAND USE ONLY I USE ONLY Cl.D ellS 1 ..' 0' 25' 50' 100' 200' . :z Cl.7 Ctr8 //1 I T HIS I S THE F I LEN A ME L 0 CAT I ON Z~ \ 0 BOP Will amette River Bridge\CAD\ 19 OCT 2009 10~00 AcMo \ \ L- . NORTHBOUND 1-5 SOUNDWALL #21124 17ft. Height! "- """ ..----- ............""" (' ............ / " \ \ \ \ '" -- \ \ _~ __ _ ) " l -- .~-~- .......- //-- ~~-- ~ '-_ __ .,. '-^....J.... t' / \ ___ _ "''' U.. \ \ f" / ~ ,,} ~ /'" -- / 4 / ..... ........ I ) ~. t I -1_/ *~ '1. ~ -'- -------- .....- - - - ---- 1 / . ~ - .c::'[1' /> / _ _ _ _ _ __ _ _ _ ___ _ _ _ _ _ _ _ __ _ ~'---, /. _-_-_. _, _ :C::-__ _-:- -~-====--=--=---- -=--=-~- Of;-F-="---------- - .---- . -- ----- ---------- -;, --~ --- ..-- -- ...-- --- .,..,.---- Id . -- -II -- --- -- ...-- - - - ...--- - - - - -- -- .......... ............ " " '- --. -- -........ -- .......... --- - .......... - ~ - - "- .......... .......... .......... -........ ........---...................-------- .J- / --~ -- -- --- --- --- -- --- -- -- r--'-- .... T ,I Q. i::! - Q. i::! - Q. L;! - Q. f:.' - OREGON DEPAR- v1ENT 0 :TRANSPORTATIO ~ G~"K _V.I. C CAMERON · McCARTHY _ GILDER T & SCHEIBE G LANDSCAPE ARCHITECTS LLP S 160 Tel 541 485.7385 Bast Br(l8dway Fax 541 485-7389 Eusenc, OR 97401 officcocml81a.com -5= W . .AMETTE ~ VE~: a ~I )GE - au ~D.E 220 PACIFIC ;HIGHWAY LANE COUNTY Design Team Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By CMGS SHEET NO. GlA ):N.G )LA ~ C~'a 2 Original Submittal, ~ ~M~~H ~ . MATCH =XISTING ~ FEMA 100-Y:AR Q E 4337 ~ FLOODPLA N 1 -. · .. ~ ~ BA~K PATH \\\\\\\\r\ll\\ / / I J ___ ~ WILLAMt: II t: ~ MATCH EXIST NG \\\\\\\\\\1.\\\ I / ( 11// /:::/:~;~/::I . GR=ENWAY . EL. 433.8 \~~\\\\~\~ }o / ( \ ( I .r / /';/ ~ BOUN)A~Y ~ O-W \\\\\\\~\\~\ / / I \ \ / I / I II I . ... 'I \~I. \ \ 11 \ r./ I ./ \ \ \ \ ( / i (\ · 0 W \\ \ \ \ \ \ ~ \ 'j / \ \ \ \ \ \ i / \ \ ' -5 NORTH 30UN ) PHASE 2 _ MITS ~ - \\\\\1\1\1\ \ I I j - ~ \ \ \ \ \ I I } \ \ SOUNDWALL#21124 T · -TOP OF HIGH BANK ~'\\\\\\I\~\~ 15 .,n II ~ CANOE CANAL - - c / I \0 i I I 1-+-''1 YPlcal <>: \1\11\/\\\ 6:; 1l1~1\ II ", II ~7 -./. ~ ~ \ I ,/ I' I i { l/ -.. 17-ft. Height ,/ ~\- - - ~ ___,.,/ --./ - '~See Note 5, Sheet CO.1 f- \{ \! I! I (.) i I. !'I'! 1 ~\lJ'~' I \">./ I TOP OF WALL - - . r - .: --::::- "/)/./ / *~ ~ / I j f / ;"" /' "\ -- 1'* \ \ I If" EL . M' elf,/' ./ , -A-'i!Wli' I I I I I ( ) b'/ ---. / \ / / / /' ' \ - 'il)UJ..l..J..U: , \..., - . . 427 00 -;: 1..1"'"-'" ) C ~ \ - ,/ - - - -~ - --~-~ ::: '~ . 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' 'Cl.0 A o&r r- \) (J.\<V\; \,3~' . ~~\~ \C~'\ ,\\G~ <: S ~<<\.. ~'0C (), ~ S'\ C\'\"\ /'0S<V ~G~ G~ ~~\) <: G~ 'C-'C- \,. ~ '\ \() ~()\ . -5: W .LAMETTE t VE t: a tlDGE - au ~ ).E 220 PACIFIC :HIGHWA Y LANE COUNTY Design Te'am Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By - CMGS 100' SHEET NOo Cla8 .. :z GtA ) N.G )LAN THIS IS THE FILE NAME LOCATION Z~ \OBDP - Will amette River Bridge\CAD\ 19-0CT-2009 10~00 AoMo Cate Fi/fJcf~ 3 2009 C"a 3 Cl.f /.. /i! Original Submittal ~ ~\\\'.\~\~ '.\\1'1\ \ \ · / r ' '\\\X\~~l~ ~ txl I >- 1\11~!1' Illil\ \ \ \t 1\ \. \~\~,~~* i.W: ' '" ~ .I ~~,-<II \, '\\ \\~, /,'lj,J ~ TO=> OF -IIGHBANK 1~~lillll 11\1\11\ ~ /-- \ \ \ ~\~,~~\~\ ~ ~\;:. \ ,Y'~l? 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EL. 446.41 ~ / / / NG WALL #21126 , ~f' ~ --- --- "",'" ~~ .,,;' "". \ \ .,,;' '-J ~ :t I , "". "". / / / (ij ~ "( '-J ~ "". ",. - - . ---- I I ,....r---. I RETAINING WALL #21127 / / / / / """ """ / ~/ / ( ')\ ..J'~-- f--.. I -- ~ '"""',- ,- "..~ ,/ "- ....... .... .- r -~rT:; :s:..-::J "::"11-'-, I 1-5 SOUTHBOUND BR DGE EL. 478.26 RA NGA ~DEN/EXT =: \JDE) )RY DETENT ON POND StormwaterDetention Facility SeeStormwater ,Drainage and Uti ity :> ans ...-- '- ...-- - r OREGON DEPAR...."ENT ~) : TRANSPORTATION <-y :J _A \J 0' 50' 200' G~C CAMERON · McCARTHY _' GILBERT &SCHEIBE . LANDSCAPE ARCHITECTS LLP Tel 541 485.7385 S 160 Bast Broadway Fax 541 485-7389 Eugene, OR 97401 officeocmssla.com NOT EUGENE LAND ~ USE ONLY Ct.l Cl.2 Cl 3 "..--- -1_.. It ---I .---- ..--- -;<""" -it._ ---:ri~~''', -'~,--,. .:t ----_-:--_~....... ~--~--- ~- .~ \. -5: WI. .A ~ETTE ~ VE 1: BR DGE - BU ~D.E 220 PACIFIC :HIGHWAY LANE COUNTY , Cl.O Design Team Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By - CMGS =---=- 25' 100' SHEET NO.. Cl.f I /Il CloB ~ -- :z: GRA) ~G, )LA ~ J THIS IS THE FILE NAME LOCA TION Z~ \OBDP Willamette River Bridge\CAD\ 19-0CT -2009 1 O~ 00 AoMe Date Received: Filcn{~l 3 2009 1 \ C~'a 5 Original Submittal_ PHASE 2 GRA) NG L M TS P-IASE 2 L M TS . -, I I i ....-----.. .... .... ...... ........ \ I~ \ '-- --, '- '" / I I .... -", :f -- r / OREGON DEPAR-MENT I)F TRANSPORTATION -5: W .LA "ETTE ~ VE~: B ~IDGE - BU,~).E 220 PACIFIC :HIGHWAY LANE COUNTY Design Team Leader - OBEC/TYLI Designed By. - OBEC/TYLI Drafted By - CMGS <=-y =>_A\J .Cl.0 . Cl.l . <:'v\) ~x\'v \O~ <1~\~ \C'?-'\ '\\O~ <: S <:(<(\.. ~'0C C)\ ~ S-'\ C\'\'\ ,'0S~ CO~ 0" '?- ~ \) <: 0 ~ rz, rz, 'v ~' \C) ~C) ...:;;:;::rPL Cl.2 Cl 3 .".--- -.. ., __--_" I .--- r--, --, , . ,- I~' -;. ..,------.-'- .- , .. - 'I ~.. - .-... ", ",'-:-:-:/ ,Ill - " -~'~-----\ -~ 200' =------=-- 0' 25' 50' 100' i :z: Cl.8 . Cl.1 I iif THIS IS THE FILE NAME LOCATION Z ~ \ 0 BOP - Will am e t t e River B r id g e \ CAD \ 19-0CT -2009 10~00 AoMo G"" ~ CAMERON · McCARTHY _ GILBERT &SCHEIBE , , LANDSCAPB AR.CHITBCTS LLP Tel 541 485-7385 S 160 Bast Broadway Fax 541 485-7389 Bugene, OR 91401 offieeocmasla.com SHEET NO. G lA) ~G )LAN C~'a 6 Date File T 23 2009 Original Submittal,. LEGEND ------- ----......-, ".",.--- \ ....fJIIiP ..,.""'" \ ,,-- I ' J ..I --., " .,.- '-', ,-------'" 'J <~-. ---,4 c ._._-~.._-,._..._-~ ~ /"oJ .. F1M"... FD\IY .. FDVY .. 18fliIMF'LP IIIF'LP IIIF1.P,.F'LP BF1.P .. .. \JG" WG.. \JGIII \JG.. 'vIG" ,.".,,,,. /'vIR- /\JR- /'vIFt.- /\J~ /'W~ (E) ~ ~\I/ / - I \ /// . ~'III'I'1l11111IM' 1'1 f"I,','I'I'I'I',',11 tl m~I!'!'!'1 sss @ P -lASE 2 LIM TS (E) WETLAND ACOE! )5 _ concurred Not isted as GOAL 5 ~esource (=) OVERHEAD ELECTRIC o ~DINARY H GH WATER MA ~K (OHW) (E) OOOT RIW FEMA FLOODWA Y FEMA 100-YR FLOODPLAI \I WILLAv1 =: I I E GREENWAY BOUNDARY GOA _ 5RIPAR AN CORRIDOR BOUNDARY (/WR) ::ugene On y ABBREVIA -10\1 =OR EX STING ILLU VI ~AT ON See Lighting Plan (E) ILLUMINATION -5 B~-DG= STRUCTUR=S PROPOSED STORM DRAINAGE INLt: I STORMWA TER I KEATMENT FACILITY See Sheet LO.3D for andscape details S I t<.EAMCHANNEL RESTORATION REARING POND See Sheet AS.O NO WORK AREA P ~O~OS ::) ~v1ANHOLE THIS IS THE FILE NAME LOCATION Z:\OBDP - Willamette River Bridge\CAD\ STORMWATERAND UTILITY f\OTES 1. Survey information from survey deve 0 )ed in 2008, by: OBEe Consu ting ::ngineers 920 Country Cub Rd., Suite 100B Eugene, 0 ~ 97401 T: 541-683-6090 F: 541-683-6576 Survey dated: August-November 2008 2. Wiamette Greenway Boundary information derived from GIS data provided by OBDP/HDR. "SN2" ~ Proposed grotJ Extg. groun~ ~ l 6" tOpsoll ..... . I .8', 18" o/1l8nd<<l topsoil ... 4' . ..... NOTE See Detail 1 , Sheet LO.3D for typical landscape. 3. City of EugeneGoa 5 ~i )arian Boundary derived from GIS data )rovided )y 0 ~) :)/H ) ~. VEGET A - =D SWALE SECT ON "SW2" Stormwater Treatment Facility ~ 4. FEMA Floodway/F ood Plain information provided by OBEC Consu ting Engineers. "SW4" ~ 5. Storm Drainage and Uti ity information provided by OBEC Consulting Engineers. Ext~ 20'. ..... .... - 8' .... NOTE See Detail 1 , Sheet LO.3D for typical landscape. VEGETATED SWALE SECTION "SW4" StOk .llwat~r Treatment Facility ~ "S'N7" ~ Proposed grod E~l . I 16' - rEroslon control maftlngtType EJ ... -------- NOTE See Detail 1 , Sheet LO.3D for typical landscape. 8'. .... ..... VEGt: I ATE) SWALE SECTION "SW7" Sto.lllwater Treatment Facility 1-5= WILLAMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC :HIGHW'AY LANE COUNTY Design Team Leader - OSEe Designed By - OSEe Drafted By - CMGS ..-.. z:. SHEET NO. STORM D iAINAGE AND ur .D~t~te~~~~d: 1 CO a 2 0' 25' 50' 200' 100' 19-0CT -2009 10~00 AaMa File o. ~ Original Submittal_.___-"",-__ ------- -------- -------- ~ -------- ..... 12', ..... -------- .... 12' pond maintenan08 (J(JCB8S rEr08ion control matting rryP8 EJ -~ ------- Groundwaf8r Cutoff 12" ThIck DraIn Rock Top 443.00 Geofextile Membra/) Pond BotfOm\ ..j E/W. 438.10 . 0) 51. 1:3 7 (:((,,<; - \ Varies ... 'q- . 7~ ~ V~~<<<~~<<<~~<<<<<<<<<<<<<<<<<~<<<<<<<<<~<<<<<<~<<<~~~~ 24d q~d8d Geofextlle Membran 12" Drain Rock w/ 6 Perforated Pond Underdraln lnv. 435.10 ~ :at' 12' pond maintenan08 (J(JCB8S NO II: See Detail 2, 'Sheet LO.3D for typical landscape. NTS'~ EXTENDE) DRY DETENTION POND "SW6" StormwaterTreatment Facility r OREGON DEPARTMEN'.OF TRANSPORTAT ON 0' 25' 50' 200' C CAMERON · McCARTHY GILBER.T "SCHEIBB LANDSCAPB ARCHITECTS LLP Tol 541 485.7385 S 160 East BrGldway Fax 541 485-1389 Euaeno. OR 97401 officeocmasla.oom -5: W LLAMETTE RIVER: BRDGE · BUNDLE 220 PACIFIC :HIGHWA Y LANE COUNTY Design Team Leader - OSEe Designed By - OSEC Drafted By - CMGS 100' SHEET NO. .. :z STO tM DRAINAGE AND UTI. T ES 'LAN Date Received: j C 0 ~ 2 A THIS IS THE FILE NAME LOCA TION Z~ \OBDP - Will amette River Bridge\CAD\ 19-0CT -2009 10~OO AoMa Fit 02 3 2009 Original SubmittaL~__~._,_ < :- Y :> _A \ . C2J C202 C2~3' "", " ~ ...-___.C?04 ,____1- .-1.__---:-- ';~.~ ---,. ., ~_=_-l..._ -; .::~---~~~ _ _L.-Ih r-----t. l~''I. ?~ ~ ,- r ~ ~ IJ\ .I ... 'A / ~ n - J ~L \ ~..I: ~ fin, NOT USED :: NOT USED EUGENE LAND EUGENE LAND USE ONLY USE ONLY 'J / /1 1 f .. ==~._-~_.. -. C2,,5 THIS IS THE FILE NAME LOCA TION Z~ \OBDP - Will amette River Bridge \CAD\ :z:: . I I I e ! '1/ ,.." Q / / I (.. j ! /1/ '\ Q Ii, , '" ;:;! I '1/ ! \ \ _ ! ' i I. \ \ 'j I t-f Q. 11,1 I /' \ \ c:' I f " \ \ ! /,' ; /1 \ \ {;:' :1: \ \ - /jJ'i i' \, \ Q. . / I i \ ~--J I / / 11 : I \ ' Qi i I I \. c: ( ,: I, i \ I' '. \ ", II .' i \ .. ,i \ i \ i / // ,\ \1, I\~\'" !!; ) j / , i \ , '; \1' I ~ { {' \ I I I ! / / / ,\ \ t. 1\:, , 1-' / I \ \- ! // ,)il 1\ \, ! ( / / ,/ /1 1\ \, ~--J ~C?~1 / / / ~//'/ 1\ \\\ :' 6'- .~ /! ~// //~ ,\ C::' 0 · ~ ' / / , ,\ \, \ I ~ ~:'\// /// Q.. 'f ( /I~'/ // ,\ \\ ~--J ~ Ji / / / /~/ f 1 J \ \\ ~ ~ ~/ I 4fV., jQ..fS , l ~)/ I'; /1 I \ \\ s /, }~A /11 1\ ",s.'" / '-. ~" ..J,/~ 1>:/ / /1 / \ \~ FILTER STRIP (Existin:vegetation) I!f-~< ~ ,/ .,/1 /' /,\ \~ Sto'_I.water · ., reatment Facility """'.1 ' ;;; ~ :' / / it/ '" / \\" \" <'\".'< ,... ~,i ' , I ~ / i , \ ~'( " '''I ......., J ' I / \\\., \,\ _-r'vr( ! ,,~ { ...-r'vr( 1:---- \\ ~ \ .FLP .fLP .FLP.... r / ! "" " ~ . J ' \\ \ FLP . fLP OHW a......./ I ^' " '" ::' ~ ~ \ \ \ ___ r.?' /~)' I "~;;;.>, -"~~-' "- ' \\ '\ ",-- / I II "" I \\\, \~, r' / / Illd I ~ , ',- ' "- _, , __ r ~ /: / I / \ : \' "" ',- - \\. \~ f / I / J / /~~ '-'''-~'', \\ \~ PE~v1ANENTBA~< >ATH I / / / '''-'' '-', "'- \\ \,\ I ~ ~ ......~~'" ,," \ ' I ' If" / ~ ,,~ '- , ' ,~ \\ \ \ / 'f".i/ ,,'- -" " I I ~ .//"'" '~''- '" \\ \\ I ,~, " " . '" \ \ ~, / . ?# / "'-,- '-'-----'J\ \\ ~ I /' / "'-,- ,~/ \\ I I ~ / '''' \ I ' , ., ,J ~ ,"'" \\ I / 'f d , " \ I ~ f'p '''" \~ I .' /' '/ '''" \, I (" /./' __'/ PERMANENT ASPHALT PATH ,\\ \\~ I / /.i / Phase 1 instal ed ,\\ '\~ I / / FLTERSIKP ,\ .,~ , ./ / StormwaterTreatment Faciity \ \, ,~ , " / / Plase 1 installed \\ \\ / /__ A /, j / \ \ \\ , / ; / / / \ \ \\ C) ~ .J u.- - III ~ u.- - ~ ~ . C) ~ . l.:J ~ . ~ \.1.- - ~ \.1.- - ~ \.l-. S l.:J \JG. \JG. \JG. \JG. \JG. 'WG. \oIG II \oIG. 'WG. \oIG. \JG I[ 0- ..J \,J... e 0- .J u.- - a... ..J \,J... - ~ \.1.- - ~ \J- - ~ u.- - ~ u.- - 0- .-l \.1.- - a... .J \,J... e 0- .-l u.. ' - PHASE 2 L MITS "'..."...,.. . "'...,. A .~ . A"'" .~ II L · <J \ <>:> . ~ . ~ . 00'> ~ 0'> ~ 00'> V'4ft r OREGON DEPARTMENT OF TRANSPORTATION ~-. C CAMERON · McCARTHY _ ' GILBERT &SCHBIBB LANDSCAPB A&CBITECTS LLP Tel 541 485-7385 S 160 East Broadway Fax 541485-7389 E1JICl1C, 0& ,.,401 officeoompJa.com 0' 25' 50' 200' Design Team Leader - OBEe Designed By - OSEC Drafted By - CMGS 1-5= WILLAMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC :HIGHWAY LANE COUNTY 100' STORM DRAINAGE AND UTILITIES PLAN 19-0CT-2009 10~OO AoMe Filecfaz 3 2009 Original Submittal - SHEET NO. C2a'O 1 ! \ y ~ \..V \ y ~ v.-- \ y b \..V \ / b _ \..V ~ \ till ;.I ~ ~ \" \..V --0 ~.. \ ~ - -'1"\ ~ - -'1"\ ~ - -'1"\ ~ - .... ~ - ...., r -0 I ...., r -0 I ""'1 r 1) 8 ""'1 r 1) ~, ) ~D V-.. <:;/'> ~"'> 1..:1'" 0 <:;/)..:/. . d\j~ dl..:/. dl..:/. d\3 A ~ (1 I .J.... ~ ~ I >- <-::y J_A\J C200 C202 / ~ \..V \ y ~ \.)- \ / ~ \).- \ y 7 p \.)- a ...., r -0 \ : =MA FLOODWA Y FEMA 1 00- YEA~ F _OODPLAIN ~ .~ OHW a: ~ I ~ ;-..; ~ ? C205 . THIS IS THE FILE NAME LOCA TION z~ \OBDP - Will amette River Bridge \CAD\ y ~ \.)- - ....., r -0 \ y ~ \.)- \ y ~ \.)- I >- ): ~ u.. I >- ): ~ u.. , ~~ 4..~ , ~~ 4..~ I A ~ ~ I j! . \ \ \ \ \ \, \ \ \ \ \ \ \ \ \ \ \ q -k\\\ \'\ \-\\\ ) \ l, --\ \ \ - \ \ \ \ \ \ \ \ \ \ y '\ \ ~ \.Y \ \ \ \ ~ \ \ y \ \ ~ \ \ \Y \ \ \ )'7 \\ ~ \\~i\ e",\ .\\ '\ L \ \ \ \\\ ~" \\ \ :\': \ ~ \' ~ \0 Y \ \ ,// L \ \ ~ \ \ ,// C' \. \\ ~ \.1-', \\~\V // . \ '~\\ 0 ~\\ L i \\ y\\ C' '\ \\ ; \~'\- . \. \\\ P '\ -L \ \\ \.)- \.~ G\ ~\ , \\ \\, ~\~ \ \ -L~ ' \\ y \: ~ ~. \\ ~ \ , 4l' \\ \).- \ \ lIP \" \ \\ ~ \ y\\ . \ 1 \\ ~ \ u- \ '\ \ \ \, '7 ~ \ e \\ \ \ \\\\ ,..-- '7 \ \\ \\ P \ ~ \ \. \J... \ t \ \ \ \\\\\ ~ ~\~\ \ ~ \\\\ \ \\l~\ yLL\\\ \ \ ~\'\ \ ~--l..w I a\ \\ \ , .\ \\\\ \ -\ \ \\ \ , \ \'\ \ e\ \\\ \ ,. Hi, \ ~ \, \ \\'~,\ , >-\ \ \ \ ~\ i ~\ \<:PI t;~\ \\ >- ,'\j;\ ~ \ r-~ \ e,\ WI \ ~ \~y , e \\ \ , \I~ , >- \\ :> \ \ e \\\ , , \\\ , >- \ \\ ~ \ \ , u.. G (?- \.Y \ y "7(?- \.Y \- y ~ \.Y \ Q . "- .. "- o . . "- 11 L G\ \ l \ ~ \ "l \ <- \ ~ \ t \ l \ l \ 0' 25.' 50' r-----------, \ I \ I I , \ \ I , I 1 / \ \ I \ I , I , I l, I I I J , I ! / PHASE 1 FIRE HYDRANT ,--', :)hase 1 insta ed ( , ( \ , \ \ ~ \., II \ I ll. . ABANDONED 8" WATER LINE P lase 1 relocation I ", \ I \ I I \ , \ I '- (E) OJOT RIW (E) FIRE HYDRANT Approximate 300-ft from Project Boundary r I r ! 1-1 L_ , ! i j I r- I \ \ \ \ \ \ \ \ \ ...----..... / " / , i \ I \ I \ J ) I / I PHASE 2 LM TS I ' I' " { J " I I 'y \ \ I I I I I \ .. '?- i ;/' ,/ / I / / I f II // r OREGON DEPARTMENT OF TRANSPORTATION C CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPE AJlCRITECTS LLP Tel 541 485..7385 S 160 Bast Broadway Fax 541 485-1389 HUlme, OR 97401 offfeeoomp)a.com 1-5: WILLAMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC :HIGHWAY LANE COUNTY 100' 200' - .z , STORM DRAINAGE AND UTILITIES PLAN 20 . 19-0CT -2009 10~OO AoMo Design Team Leader - OSEC Designed By - OSEC Drafted By - CMGS SHEET NO. 2 3 2 Original submittal., \ J , / , '" ....... ."",;' I J \ I "'-_/ ~/ '/\- - --------)( - - -----x- - -----x - - - -------x- - ,.4 Ie-_ '-- ---~ -~ Ai-- I.-.. '.A E ---,-- --A t- - A E- .4 c ,. L- I \ 12" STOR\IIWAT::R P PE . I '" STOR \II 0 ~ NAGE NL!: I RIM: 441.85 INV: 437.09 STORM DRA NAGE INLt:: I ~ M: 447.10 INV: 437.32 STORM ORA NAGE NLE~ " RIM: 441.55 _ \)V: 437.55 I i I \ 1_- /I 1--\ L.-- - A c: r-\ L' A E " ,,- .1 r- _f-i t:.-- '"- ,J.! 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I -..-- -- -- -- - --- -- - -- -- -.' - -- -. - - -- - -- x--- -x -x ~-x x x x --~--- --- I I ____ __ I .- -- -- - -.::-=-----:::---=----=--=-- '- - - -- - -.- -- -- - --- - -, . ---.. - -- --- --- -x -x -x x-- v --xl ; ,- -.... -. -1(---- - -:---)( _....... __ .::x- , - S--:....; . - -- - --,~~ ,u' , . . ._, J-.- .. ,- - - - .. - - - - .. - - - .. - -... - ----~--- ----. -- ~..- -- - -~- - .- - -- .. .. .. . - --- SPRINGFIELD EUGENE --=-- -- --..::.- - - - -- -- -- --------x- -----.--)( --- ---..--..- --x -x- x .. . ..-- - - . --x x --x -x -x x x x x X- x- L ._-,x- .-..x x- x .. ....- -.. r~"'=- -x x , I I , L '=::'-:=--=-::::.-.....-- .._--=~~.- " L (" I -- / -- -.-...-=-=---.--1~ I i I j i ! i i / I' I / / I I / / I / I I / / I 'V '\( / / / j / J / I / / I I / I / I / .3- Iv i/ "'{- Q ~ / [;:'1 I~ / ;, ,I f / ;j / , , , , , , I , < -=y :> _A \J r OREGON DEPARTMEN.. OF TRANSPORTATION 0' 25' 50' 100' 200' R- C CAMERON · McCARTHY _ GILBERT &, SCHEIBE LANDSCAPE - AR.CHITBCTS LLP S Tel 541 485.7385 160 East Broadway Fax 541 485-1389 Buaene.. OR 97401 officeocmpla.com C2aO 1-5= WILLAMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC ;HIGHWAY LANE COUNTY Design Team Leader - OSEe Designed By - OSEC Drafted By - CMGS ~ z. SHEET NO. THIS IS THE FILE NAME LOCA TION Z:\OBDP Will amette River Bridge \CAD\ 19 OCT 2009 1 O~ 00 AoMo STORM DRAINAGE AND, UTILITIES PLAN ,:. Oa m 1/9.2009 -1 1 C202 Original Submittal IL ..f> (E) ODOT RIW ~ (E) ODOT TEMPORARY EASEMENT -5 Detour ! I / / / j o I ! f /1 i I C--1 C--:/ i / STORM DRAINAGE NLt: 1 STORM DRAINAGE INLt: 1 I 1 F I STORM ORA NAG:: -.J _::T . R VI: 457.12 R M: 457.97 I / .t I RIM: 475.57 INV: 453.12. INV: 452.64 1,/ / I INV: 471.57 STORM )RA \jAGE I \jLt: I' STORM DRA NAGE INLt: I 1 / / , STOR v1 DRAINAGE NLt: 1 RIM: 457.66 RIM: 457.89 / ' RIM: 474.85 INV: 452.3~ INV: 453.~6 1 / /,' I -.JV: 471.85 I MAN-IOLE 1 i/ i' __--------____ STO ~M DRAINAGE INLt: I' " tfII' _ _ _ _ _ __ R M: 456.65 RIM: 458.49 'I 1 / / tfII'tfII' 18" STORM P PE\ _k-----x----x-- -k- INV:452.65 -<>;> NV:453.16 ,tT... (,I PE~MANENTBARKPATH_y___X__--x\ --- .. _ __- ~_---NI n II ""~ --- U \A; - -- - .. _ t--~~!-~; ,{ _A .. . ;)ERMAN-=NT CONCRI:: 1 t:: PAT -I \..----- IVI i -----@ ',j 1; v' V".> ~. __~..' / - \Y ...~' ""':'"f"" -'---.J'j -- -i~UC --{ 7-1 - ,',,,\ If- .. h L ."-\ C E - A o-~ :J~ I (E) UTIL TV TOWER: '11;i ;/ - - -Ii Y<y> 1 ~ :':""'L- 41 ... To remain / ,/' / I . - - , -I ~ -- -----r-----;- I I ~'I A c ---~ =, ' ., A l!If" . ~-==->-< _ _ ~ L l r I / --- A E L. 0'> - - /. - T- - A t:. / 7 V'. __ _ _!_ r L ~ I / STORM ORA NAG:: NLI:: f - - - - - - ----'- -- -- ~~..._ -- ~- - - - .. - - .. - - -- - - -- -- - ~ -- - - - - :' ;j (E) W _L AMS / .." _ _ -- j _ - - - - . ..... <y~: I . /. /J , ,- -- -- - - - GAS LINE 7-- -- - -- -? / RIM. 448.48 " ~<Y) ~ J . _, / /, ~ Iv? - - - - -- - - - - -- - - -- - .-- -- -- -I To remain / / INV: 444.48 ~, ; l:~-' ~ ~-. -I /.~,--'? ------.: -- 12~;ro~ -;;IPE 7/ \/ '\ ----1~,~~~;~;;E-- --------~~-~~-T '~4.'y;y f ;f vl{V I!J / I 48" MANHOLE . /~_/ ~." _ i ~ '" STO ~M JRA NAGE I -.JLET '\ - - -12" S:"ORM'PIPE - - 1) -1+'i I ." r '"0 I ' ~ ~-,- - , '-- . " C--J I - ::-':::=- - -- __::.:- _ ~ WILLAME liE I . I GREENWAY / I MANHOLE 24" STO ~M P PE t BOUNDARY I ~'I''I!1'I'I'I''''''I'I''''I.rr... , . , RIM: 458.13 ~ 8" STORM ~~ / . ,!,!r!mI,I,IIII'I'lllllllllllllllllllrl'I'III~I"I,Il!i111111~1111"?!'II,I,I~II'J1I~I'I'I'P.t'I'I'I"'PI'I'I'I'I'-: I I I ~" · · m' . ~----- / / 111111111111111111111'111111,111111',1''1',',',',1''1'''''''1'1'11111111111111111111111111111111111111111111111111111111111'1:1:11111111IP11111111:111:11111 INV. 452 08 P PE ---\ / / 1"1',',',11'1',11111"1111,111"1111"11111',1111"'111111,111111'1',1"111'1'1111111"'1'11111111111',11"1,1111,,111111111111111111111'1'11111'111'1'11,'1111,1"I' .. /(----..... / / , '1ili.W.i!.i~h'" "1'1111'111111,11111111111,11111111'111111111111"11,1111111,1,',1,1111'111 I 1 " I II 111111'11,1,'111111111'111 ~ . -- - -- )(::::::'--y- ---X~ - X- _L v_ -,~, _ ......"I,lOl,I,"'.I,w.ai.!.",I"~"II,WIIII,lili II.I~I,I,I,J.:J,I,II -!lIS ___ ..,_ ' ,.. ...... '\. - ......---..- f /. , x X=- -=-::-__.v_,.___ -~ V X .... - - / )' CO.d'.:l.dl.:J-"11IPe...1",..._O/.:J...--________~.....~_>~-- --X---- 4><- X- - -X~--x_ _ v r;> ; II, .:lid'.:l.(~ / 7d1.J"'dl-i"'<i ------------. ^'~ - -7--~ if I <<I. ~ (.) t\J I 0: /--' I 1.::1'" ... 0- 1/ ., ~ -.1- A -"t ~ A r i t-..J .I ft - ..... c::/ 1 ~ \.'Y" / I ~I ' -..;:. :::. - '. c..- " '-:.:9\ t . ..; /1 r::- /' F ...:"\"/ /..., ,/ <--3~ ~~ ~L( ! 0 I~<il-i_'~ - A E ~~ '\~.o ~ A ElL _ / -:J ,I s./ -~ t:. - A E / / A E A E ~ dl . d7.:J':~/; A E d13a d'~. d,3# 0/ A 7-- / I Ii I .. / / . dl.i8 dl.i. dl.:l. dl.i. d'3. d'.:i. d'.:i. / I 4.-3 / <.? -G G ------@T---. / 9 99 0 -99-__ 18" STORM PIPE!} _$ 3 [) -9 ( I /~ I ~ / ~ I /~. / / I ~'" /' <.? I FE v1A 1 OO-YEA ~ STOR v1 DRAINAG :: I -.JLt: 1 / 1<< I ~ Il 464 81 6'" /!I / FLOODPLAIN R VI: . J!-- ~ / INV: 460.81 f. I !? ~ (E) 72" SAN T ARY MWMC 'I tiUNK LINE 18" STORM PIPE I To remain ,. / STORM ORA NAGE INLt: 1 . / RIM: 464.48 !? / INV: 460.35 . / ; ~ / I C) "- ~ .0 o . <::::t\J a '-\1 (.)"\t / j I / I / / " I / I ! / ; / / / ; I / ,1 / I ./ i / I I / i / 12" STOR v1 P PE ~ :) ~:) OUTFALL @ EL. 426.62 ~ VEGt: I ATED_~WALE "SW2" Stormwater Treatlllent Facility . / r' / \:) / ^ -;-..--t/ ..:~;V/- , I U Vi- I -A E ,A L. l' ,- - '-. A E A E. A r::: I L... - -- - - -r-- - ...ruO>-..F+-P-~{:P-_F+P~I-e-.FCP.FLP.- - - - - -- - -- - -- _. -- - '- _ .- .-- - -- _ _ _ nY JlfU' tlaflJ' (E) OVERHEAD FLP FLP .FLP 8FLP .FLP .FLP .FL FL FLP \.,?" I UT L TV LINES To remain 1------ P .FLP .FLP fL I - -- ~ -~ - -- - -- - - - - -- - - - - - - -- - -- - - - - -.-.- -- - - - - -- - ....- - - -- -"'" C) ~ N 00 ..q- - -- -- -- - --.. -. ..- --- - --- -- - -- - - -- - -- --:.....--=- - - .= = ==- -= -:-- -- -- - - -- - -- - -- '- -- -- --- --- -- ---- -- -- - - --.. -=- -"::. ~-::- ~-_. - --- SPRINGFIELD EUG=NE C) ~ -. - '.1_'____---- . ,.:.=-~..:... -- -=-/- ',:) / - L.. - - - - I "-------SPRINGF ELD ..- - - - - - - EUGENE I ~ --..-, _ i-h___~ .. .-......... -.." - I I I ....:;.;:: II ---------- -- - -- - -- - -- --..... -- - - ----...----.--- ------------ n ~ ~ <3 ! ~ \- 18" STORM P PE - STORMDRA'NAGE INLt: I RIM: 465.18 INV: 461.18 ! ~~ -\ \. . _~ x _ , STORM DRAINAGE INLt:. 1 / ~;~'\ \ -,x ~-- RIM: 464.95 c \ ~ ~'-~ '-, ., INV: 460.95 . "fi.\ ,i , r~<4 .A i: - c. - A E -I - :<Y/->,..~ 1.1::. ,\ ,- 48" MANHOLE ~ (- S~_~t!D- ~_~~!~~;~~ ~~~1. Ji:tII"dl~8 : STO'RM DRAIN~GE 1N~ ::-<" ,- / I aLr RIM: 474.78 ,. , INV: 469.78 ? 1/ j / STORM ORA NAGE INLt: 1 / l/ /~I / RIM: 475.53 1/ // / NV: 471.53 II I II J / ; II / ! / (/./ / / , / ! / / / I / -'/ /, ft ; / <-::y ::> _A\ r OREGON DEPARTMENT OF TRANSPORTATION 0' 25'50' 100' 200' C CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB ARCHITECTS LLP Tel 541 485.7385 S 160 East Broadway Fax 541 485.1389 ElII~ OR 97401 offieeoomasJuom C2.2 C2.0 C2.5 1-5= WlllAMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC :HIGHWAY LANE COUNTY ==-=":--.-Irll': Design Team Leader - OSEC Designed By - OSEC Drafted Sy - CMGS ~ SHEET NO. z STORM DRAINAGE AND UTiliTIES PLAN Date ived: C2a3 THIS IS THE FILE NAME LOCA TION Z~ \OBDP - Will amette River Bridge \CAD\ 19-0CT -2009 10~00 AoMo Original Submittal. , ~ =EMA FLOODWAY (E) OOOT RIW !~ -x/(D \ I ~ ! \ X X \ I \ '- _ I \ . I ! I \ i IC\ /'. r-IC\ \ , ~ f-i L. ,; X -----x- - ~"\ \ 1. ?, ~ \ u.. 1\\ \ \ , jJ\\ \ )- \\\ \ "? \ \ t p <=\\\ u.., ~\ \ 0 ~\ ~ )- \\\ \:..l ~ ~\ CO u.. d\\ \ Z c I 0~\\ ~ Om \\\\ ~ E d.1\, %, Q) \' ~ """ \ ft, \ u.. ~ ,A E , . A E --- -- ---- A E -- A E - - -- - --, ---, ~--------- A t -- ..l\\ \- A E '1. >- ' - - > - - - - - - > _ _ ~ PERMANEN I BR DGE ~\ , \~i5 ,A A E' A E-- ------ A E A - _. - ~-- ~ 0 SUBSTRUCTURE ,- ,rt ------------------------------- Phase 1 installed ' "\r -- rll )- __________~____ _4~_ ----,---------- T 1 \ - I ;1 ~\\ I et l' I , Q~~ I d I t; \ \ I IP ~: >- ~ Q u.. \ ~ ASPHALT PATH QU' II-ALL EL. 433.00 PHASE 1 12" C v1 :) OUTFALL E _ =VATION: 431.36 PHASE 1 12" CULVERT - 25' WL..Av1=IIE GREE \JWAY BOUNDARY ~,,(E) UN 0 ~ PAC =IC RIW ~ - ABANDONED 8" ----WATERLINE Phase 1 PERMANENT BRIDGE -:-~-= SUBS-I HUCTURE I hase 1 installed I I /I I I I I J 1 .)... ~ q 4. (E) UTILITY TOWER To remain ( =) OVERHEAD UTILITY LINES To remain CO v1CAST FIBER OPTIC. Maybe be modified or re oealed (E)UT L TY TOWER To remain / i ,I / / / , .)... ~ E >- ~ q ...~ -~ --- ....... --- ~) ~; .) \ M LLRACE RUINS J ( .r:' ~ ,~---------------------- BICYCLElr::?~TRIANPATH _____~L 65218 . r;' \)0 '\ VEGt:: I ATED SWALE "SW4". ~, { r;' I f I Stormwater Treatment =acility I ( ^'~ ! Ii ) - - -.' ,",~.~,:,-~.o_ '~I! _1\ L -~~ - - - - - - - - -, - - - - RIP RAP OUTFALL - - - '-t-?J;::::r,,::;;;; \~_ d\~- d\~ " , ; " \ ~ EL 434.00 ,\" ~ _ ~ _ .~ 1/ \ I ' l\ ~~ ~~~;8~~~ORM DRAINAGE NU:: I \<, - .~- " NV:t .81." 0 ~" ~,>-' i J I \ AI <': "-..,'~~ _, - J'! ,," >, ~\\ L ~ ABANDO -..IE) 24" SAN TARY S:.W:. ~ ? "- A1 .s '...... --......~ ~ :', '\ \,,',\ \ ~ Partial remove due to conflict with / I .~ - I \~"\.~\ \ . proposed construction ,,~ "" - ~"'- ~, " ' '\\~"" ~ "1,, :\~"....\\ ~'\",\\ '-\ i OHW a.( ~ ~~' ~, /~ \ " '" '" ~,. -...... "-...... ~ " ~'-' \ \ '-.....''- L '<:J ',,- " ~\ \ -1 ~~"" "" / ;, ~'\ <~ '- \ " '-, i \. '-! ~ " " /1 \ ~.~ ~.('--.. '-..... I )- '> o l.J- I >- '> o l.J- I >- '> ~ l.J- I < =y ::> _A \ 0' 25' 50' 100' 200' C CAMERON · McCARTHY GILBERTA SCHEIBE LANDSCAPB ARCHITECTS LLP Tel 541 485-7385 S 160 East Br_way Fax 541 485-1389 Buaeue., OR. 97401 officeoCIDp1a.com C2..5, 1-5= WILLAMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC :HIGHWAY LANE COUNTY C2..0 C2.. 1 Design Team Leader - OSEC Designed By - OSEC Drafted By - CMGS .. z SHEET NO. STORM DRAINAGE AND UTILITIES PLAI~ed: C 2 D [ THIS IS THE FILE NAME LOCA TION Z~ \OBDP - Willamette River Bridge\CAD\ 19-0CT -2009 10~00 AaMa File Original Submittal / J /... '/../ /ji '{- / I //I;j ,/11 I c I OU II-ALL:L. 462.90 <: II ; lJ/;~(!14l' '''''~ J 12" STORM PIP: ~ " / ' I / /~!?ff: 1~3 ~ DGE STORM ORA NAGE N _::T -- / BRIDGE STO~M ORA NAGE NLET ? / I I <.z (:::; f' /-1../ / i(/! / -' I / I ; J ^" <'#11#') I R M: 470.46 RIM: 466.98 / / I Ij S ~ ill /1 IN~: 466.46 0 :~-- / If\:JV: 462.98 - I . II /~l:>( I )VI' / "" --",,-- j r ~ (, / J fl //~/'ll2f( I 12" STORM P PE _ "'-~~ ~ .; - . J BR DGE STORM DRAINAGE INLI:: f v I. f J II ,'VI-i/ I / ~" ____ ' "__oJ,I'. R M: 461.02 '{- I << h~~{~j' / I OU-FALL EL. 453.34, "" ~,--'~, ~r---"" NV.- 457.50 I ,. /-1 ',< ':vI 17 / ~ "---" 't--. -- /i / 1- Y () / ~ .... I """","""'" J, /~f/(,)~~,^" <z 1 / OUTFA_L EL. 443.48 "/ ~ -1 r,;,r-- BRIDGE STORM ORA NAGE INL::T ~ f I /f ,xVI)? /::; I '-- !, RIM: 461.36 <. ... I i IJf~~7'</' I 1 ,/ 12" STORM P PE II \ ~ Oit<J I \jV:457. n j!l~.!~l;;ll / 1. / BRIDGE STOR\II DRAINAGE INLET \ ___ ---- .-"," _/ ~\-=---/ \\ /A.- .-fIII'~,. __~_~.' l;y" ~ 1-'~V:~JIif:; /I /1 / 1 / R M: 447.10 \ itch --- __ __ -' ~ _/ \ ~ ~ ~ - -:-?r-- / . .', //' 11/ / / / / I I INV. 443 60 \ __ ___ __ -- " fill' "'.~//~ 'J.' 'I- I v / / / /' ,- · \ ---- ' ~ ~ ~ ./' ./ 7" ,,_ /. ' ,,,""'" ~ ",,- /1"// B~ciGE ~~i{~~tRA~A~ INLET ( (E) ODOT RIW I \ _ _ _ _ 0- ~ -- ",'" fill' ~....-:;:r~~;~ ( R M: 445.16 "- '-- (E) UN ON PAC F C RIW r: < '" ~", ...." ~~S .,/ --.",.". \ \ : fill' ~ ",'" /?F /' " ------- ,-1/ I NV: 441.49 '-''''-'~' 1/ ~~/p::,/ ~ \ *'" '" c.: //'~ ...- /' / -....... '" ~ ".- \" () \--- .", ~- / /I/(//~~;l /~BRIDGE STORM DRAINAGE NLI:: I "--"""--.--./!./ _ ~ .k/ /' / ,y/ / 1"/,,,,/ //);/ R M- 445 13 ' - ? .-'" ,....-~, r;/ - . I' ~~<? ~ " ,,~---./ \ /-r-' ___ h.. // """'" "",,- .""",. / <,'0 /~ ,/ /'/ / .. · ~ fIII'''' . ,,,,,:-./~ ,~-----p ----- A.,.' 'f"..'0II, 1// NV:441.13 ""', ~ \ .- "".... , t. /I'\ ....- . ,f(, 7 ./.,z I ::::----'i fill' ~ "" <A . ~ I \ --, -..) " ;~,/ I)f/ '/' / \',','// \ BR 0 GE ST9~M ORA N, AG~ \jLt: I - ".. Ditch,~ ~ .- fill' _t~~' _ fA t- - ~/ / -\:-------- "............ I " ;:(1,,//7/ I 'l RIM: 445.15 ,\\ \" ~~ /7' '\ ~ ",~ /I~. ./ / \ / ".... f~MP;~Y: ~ - -:\\ \ INV: 441.48 -1 ... :..;---',... ~~ ~: ,/ / /' ~ . \ ~ fill' // ~ S '~~ _,/"", ~/// ~ ~ /'1' r- I " ~~ \ ~",fIII' /'/~ A~'--- j .<"1' ,-,' ~--<-L''''' OUTLt: I .. ~/'V _~ ./~ ~'-:=-7 \ ' S./ / ~y~'rJ ~p BRIDGE STORM ORA NAGE NLt:: I '",' , EL. 434.38 /- _~/ ! \ ~ r //'./:;-~~ -i" RIM: 464.75 /:-./ . MPORAR/Y ", ,.---< '" / ~y -i~// INV: 461.14 O I t: .- ~--- ~~/ /, ....----....-:.;--, I ~ E ~.-Q--- _/,- ", -- , INLET EL. 436"27 = ~~ ~ ", /// ,1\ - ---=-5~\)~;:;;/ r' "" ./'~! BRIDGE STORM DRAINAGE INLt: I L _/ ' _ ~ ", _ ./' ______/-----/0-~ ~--/~::- -- RIM: 464.54 ~, 7' ':TE MP'O RA R'Y D IV ERSIO N \ :..----- --- - f\ "-<' --- -- /~/~ . --- r:.. >!-: ~ " NV. 46,0, 55 , ~ ~ --- -- ~ ~ -- /. /,;::........- . /'./ ~ _-...J.::--- ..- \ · - 60" CULVERT~~E -- /~------~r;~ --:::----~ -- / .~- ______y/:- ~ \ 12" STORM :lIPE I 12" STORM PIPE ~ ~ ~ _~ __ ~~ i\;S~ c,:~ .---*".___ ~ -- BRIDGE STORM ~RAINAGE INLET ( __ ..--: _ __ ,_ __ _- \\' ' ...... ~ c./~ ___-....----- . .-::::~ :-- 1-:- ..- RI ~ A. 465 51 ) B~DGE~R\IID~i~~t:I' ~- ~-~_ -- /N~461~~ , _ RIM: 476.20......-. /::/:/~ ~~~--I - ~r I I BRIDGE STORM ORA NAGE INLI:: I NV.47220 " ~~ ,~~ '- =v/' I ! 1 RM.46 · · _--- ,," ~ >..... ~ ~~ p: t: il . 3R )G: STO ~ )RA \JAGE \j _I::" / .: 5.51 _----- ~ ~~ <; _//------ r r RIM: 468.20 \jV.461.51 1 - -r OUTFALL EL. 446.45 ~ ~ ~ ji. t:, i '-n ! ! NV: 464.20 / / BRIDGE STORM DRANAGE INLt:.1 I OUTFALL EL.~0.9~.J~3~:~/~ _ I ,L=_ /: I u" ~~r-~E 2 L1Mlli~ RIM: 465.52 I ~ ~:7' ..- ,7R\. /" -/;t? ffG Y::!-- _ ~RL . -~-=-=-~ . .,Q. w. ~_ ~ ' j I, I .... INV: 461.58 ~ OUTF'^LL EL 441 00 ~Il / ,/~7':H _-Ih:.= - -. -- ~ -" 7, --r.'-"'-~- -::--_.i!. '--I -1--:.... H i I ",'/ :/fv M · · // /@ y// .--/ It -r-------=--/y ~S'-I--<>-- @-t--~-r:~=-+~~~:-:r==- - ;t~~--~-.~~jL.~;>-~--.--- - _ ~/ 15" STORM PIPE III 'J.IIIIIIIIIIIIIIIIII~i1 1 I ~ ~,.- /7 j1' : /' p.' /// l ; 1 ;I/i \' \ i I I ~ /1 ! - - r-' \. .~~ -- -- " - - to ." /' I Ij 7' 111I1111I 1I11 II I -,I/": ( 1 / j \ \ / f ,I, I ~ I { \ ,',flit' I '1>__ 'I EXTENDED DRY DETENT ON POND "SW6" 1 2 -r;.I/~ ,1_ ,+ ~i,-- __ _ ,\ . h1! f!, I ;/; ii,,! \ I - OUTFALL EL. 456.88 --------6Q__ L ~I ~ StollllwaterTreatment Facility \CO. ,_0.30;"". -t-tCl + y- --1-,. -=- - --;h- ff- +-__v1D !~,- -h- , -,..- ___ tfIIIJ!:/ A:-77 ! // r/~/" ," I ~ . , - --". \ 1-:;--;_\ ~ r; _ 7/' /./v I,'.. / ,..-1, ,,;-,----, i ' - - ' ,. //' / I I / I .I / / I / <t../ ~Y' I ;' I I / ,I / / / / i / / I I I ,- i // / .I ;' I / / / /' I / I '<vI \\'- i { ; ., ; . ..... .-.-, . -- "-- '-- .-- (-::y :> _A \J T OREGON DEPARTMENT OF TRANSPORTATION 0' 25' 50' 200' C CAMER.ON · McCARTHY GILBER.T & SCHEIBE L,ANDSCAPE AR.CHITECTS LLP Tel 541 485.7385 S 160 Bast B"~II'HJ Fax 541 485-7389 Bugene. OR 91401 officeocmpta.com C2..0 C2..t 1-5: WILLA METTE RIVER: BRIDGE - BUNDLE 220 PACIFIC: HIGHW A Y LANE COUNTY C2..2 C203 .---- r .-.. ,-------" ---- -T r.~~I--=_';:"" ,.'- .".- -'c.~ ~":=f=F'\\ - - -.~------- .,' '-..-. -~ .''''' =}--' r -----Y ~------ " ~----=-- ---,~ \ , ~ ,\ ,~ I - JJ ~ _ \ ~.. {( I NOT USED EUGENE LAND USE ONLY Design Team Leader - OSEC Designed By - OBEC Drafted By - CMGS =-=.:~. 100' SHEET NO. STORM DRAINAGE AND UTILlTlE~at~~ceived: C2 D 5 .. .:z: THIS IS THE FILE NAME LOCA TION Z:\OBDP - Will amette River Bridge\CAD\ 19-0CT -2009 10~OO AaMa File No. Original Submittal_ -- '- - AI ~------- / .-- / I / A ;::- A E / .I / '-- --. -- '-- --. -- '-- . .... --- .. -- -- .. -- -- -- ,... ...... --- -- -- . ~ ~ '-- -- -. ..... - 41 A E--- 1\" E -~---------- ---)~ !:-. .A E - A 5.- -. A f:.-- ..L\t- , /~. E- A E A - /\ ,L /l '-_ / / / -A E- -------.. -- A t-- A E A E ----- :-:4 F':- --;\ t- -A E A E- /1 i- r; r..... 6) ~ / :--<>-' L /\ E ------------- C'I -----.-- J,-,\ f) .____~..-----.. ....---..-'..- / / / / / / / / z..... l } f) ; ./ i ~ w@ VEGI:: I A TED 8WALE "8W7" 8tormwater Trea1.ment Facility PHASE 2 L MITS (E) ODOT RIW / /. I "..Pj ~ .,-' //~- .x:/ ~/"'r- ~- ~~! :./P' ~.::/ ~~v ~/., //// ,,\~ / / \101 / /:/// //// - / , For OOOT 1-5 RIW roadway and ig ,ting work, south of ~ imits s lown, see Note #13, / Sleet GO.1 /' ./ ......... ......... ~ ......... ......... ~ ~ ......... / / / ......... ......... ~ ~ ......... ......... ......... ......... ~ ~ ......... ......... / / ......... ......... \ \ /// ; .r--~ / -~ ~ ~/,/ . //1/ ~\) /~// 0<C~ / / ~~~ f<,~<;;", /./ -I"~ / ' to ~G ,~/ // ~ ~/ / /~, /.+;l ~ '" /':,/7// ,/ , /1' I t1fII' / / /f I t1fII't1fII' /' / /)/ / / / r / / ~ 1 / r-- 1\ ,/ ~ _ {\. ~ t1fII' / / / .- r t1fII' // y/ . / / .~/~:. r: // ." /' // d/ / ~/ /....------- fA \.... ." I *,/ I, l---'/ /-;;, - ~-~ ~ ~I / r': ~ _ .-----"./--.., ~ ,.. 1.//./1 . 1/ j\ r_._ -r-/~ ~. L.:-/ / ,.. ;-r- \ ^ _r- __~_-- / r: ~...-1. / ~ /' \ ~'-T ~ - -" ", \..- / .,,"'~ /~ c~:/.'~;:/:4/r'////. ~ v/ 1>.. .1.--/1 "/~ / II " ~ /1- ~~~, '//--- " ","'-", //_/~-f~ ,. '~~, ~ ~':/_/t!-~;:;'/?C /111 /" ." -1:: 1\ c. ~\ '"",--- "/ " '" / /" t JA "___ / ,. ." ,./'./ ~ "-~ ::.~ ----/"/ / / ./' ./-- \--' '/ / ." -//--j~ c-.---r""'-- ~~ p.. /\~.(/ // / / / ~ //~,! / ,// / / ~/ ~.,,~ /:::~~~ '^~---/ -46,,/'\ /// " ~ ~........ ~- _----- .i ~~~ \ / ",'" ....:::;::;:r:.- h _............~! ~/ \ / // / ~ ;~~~ (-..-/ '......... I ./:.,,' A / ~ ", /,_ ~~ t:... ""! ~..ii' ,"" ,,/ \ ", ", .,; ./;:::.-/..----- /- ~-,'" /' " ~ ~ " ......... ......... ......... ......... ~ ~ ~ ......... ~.........~ ~~~---~~ ~ ~ ,,----- \ ......... I \ ~~ '~-, a ~ ......... ~~ ;t"........ -, ,......... -'" --.. -- """ '" '- ...... -......" -'-, ~ , " ~~........, "- ....'<" . ~- ......... ......... ......... ~ ......... ........,'-.. "'-............. ~........ / ! ' ;' 1 / I / / / / ! / // / i / I i I I i r i i I I I I ! j ......... ~ ......... ......... ......... ......... ~ I t ~ \ ~ ....\~ l 1 I ......... \ \ \ \ < - Y:> _ A \j r OREGON DEPARTMENT OF TRANSPORTATION 0' 25' 50' 200' ~c CAMERON · McCARTHY _ GILBERT & SCHEIBE , 'LANDSCAPE AIlCHITBCTS LLP Tel 541 485.7385 S 160 East Broadway Pax 54l 485-138' HUlme. Oil 97401 officeocmpJa.com C202 C200 C205 1-5= WILLAMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC :HIGHWAY LANE COUNTY ~ f1R NOT USED " EUGENE LAND USE ONLY Design Team Leader - OSEC Designed By - OSEC Drafted By - CMGS =~-_. -- 100' SHEET NOo 1/, 17 " /: ~ z STORM DRAINAGE AND UTILITIES PLAN Date File N~CT 2 3 2009 C2a6 THIS IS THE FILE NAME LOCA TION Z~ \OBDP - Will amette River Bridge\CAD\ 19-0CT -2009 10~00 AoMo Original Submittal LEGEN) -----_.- ~ =[!'w""{ _ €=":.\J',!' _ ~ir,,:{'" . \.iG II \./G . 'vIG . · 'wG. :'JG IJ "::'iJ~ IBrLP 8r LF' lfIi: L P BtL.P _ /'vIR Iv/R-- I\o/R--" /'WR--"- /'w'R-- - CSB - CSB - CSB -- CSB - C$B ---- '. ' . t t :) -iAS -= 2 LI v1ITS (=) 0 JOT RIW FE v1A : _00 )WAY WI_--AME I I = GREENWAY BOUNDARY FEMA 1 OO-Y ~ =LOODP'LAIN GOA _ 5 RIPARIAN CORR JOR BOU ~ )A ~y (IWR) :ugene on y WAT-=~ ~=SOU ~C='CONSERVA._. O'J SeT 3ACK 30UNDARY Eugene only LIGHTI \JG f\OTES 1. Survey information from survey deveoped in 2008, )y: 03::C Consulting Engineers 920 Country Clu) ~d., Suite 1008 Eugene, 0 ~ 97401 T: 541-683-6090 F: 541"-683-6576' Survey: August - Novem )er 2008 2. Wi lamette Greenway 30undary information derived from GIS data )rovided by OSDP/HDR. 3. City of E'ugene:Goa 5"Ri')arian"Boundary"derived.. . from G S data provided by OBDP/HD~. . (E) T ~EES 4. F ::MA F oodway/F ood P-ain information provided )y OB =C Consu ting Engineers. PROPOSED ,PAT; LIGHT' Within OOOT RIW See Note 6. 5. For areas south of Wiamette Greenway, within o )OT -5 RIW, i umination revisions wi occur due to roadway construction. A work wi occur outside a natural resource over ay zones and associated conservation setback area's. _ GHT 'F XTU ~E JUNCTION BOX A 'JD CO " )UIT 6. ;)ro )osed path ights wi I be 150W high pressure sodium uminaires mounted at 35' 1eight. .. z, . ::>HOTOMt:TRIC A\JAL YSIS uminance Va ues (=c) Average = 0..67 . v1ax mum = 2.22 v1inimum = 0.12 Avg/v1in = 5.07 MaxlMn = 18.50 OJ 25' 50' 100' 200' 19-0CT -2009 10~00 AoMo THIS IS THE FILE NAME LOCATION Z~\OBDP - Willamette RIver Bridge\CAD\ -~, r OREGON DEPARTMEN"=" OF TRANSPORTATION ~- - C CAMERON ~ McCARTHY _ GILBERT.&.SCHEIBB ~ LANDSCAPE AIlCHITBCTS LLP Tel 541- 485.7385 '.' S 160 EISt Broadway Fax 541 485.1389 , BlII~ OR. 9'1401 officcocmJS1a.com. -5: W . .AMETTE RVER: BR DGE - BUNDLE 220 PACIFIC :HIGHWAY LANE COUNTY Design Team Leader - DKS Associa1'es Designed By - .DKS Associates Drafted By - CMGS SHEET NO. .IGHT NO PLA ~ 0 ate -0 ~, - . _ a , on'f II. File '~o.t j Original SubmittaB_ ~ f 1 l.. i " .." '. ':. ~ \, ~ ,. .(.'1 I \ \ Y. ~:. ....... I"" . .~!'o.. . ~ \ .. . \. . \ \ \ ....,1 f/1/IIIII' ...., ....,f/1/IIIII' ~...., --..... fIIIIII' \.. (l' '. ," .' . , .. --- ~\ -i:."~\ ~::"\ \\ \\ .~~.:., . '. .... ...\ ...\ . (-\\ '\ .. ~'. \ . ," ..... , , :0 00 PHASE 2 L MITS \ ',""'" '\ \ ' ....... " /' \. .~~~ t:' . ",' ~ \ ': \.: '. :",.... t.v.,. ',; \ \~,.' ..: ;.,\. . ,:\ \. \~\ t. ~ \. ": \ \. \.. .:~ \. -:i~:~ \ \.1.-, \ '1,.. \ V \ \. ~~~/J.., y \\ \ 1:....:~...r. ~ 1.. ", 1 : t..l-. '\; \ J. . . ;;;,' \ \, {'\ s \\ \ r-.". 1 p ; {;.>'.' , \ \ \ ~....~ ::",~. \ \. ." ,':0-' '. . ,.... , I i~,~!;. !~~;.-;..t; ~ \ \ , .).t '.':'.:\ u.- \ \ . y :"I"~ , \.~. \ ....~j .,...., \:. q '): 1 ~ ,.~.. \ \ ~\:. \' '" ".i: \ \ .- . , .. \ -~. .' r I ;-"'.\ ..' .'): \ \ ~l\\~ c:\ \ or', w.. \ WI_LA VIE 1.1 ;: G ~ ;:ENWA Y . 30U ... JA ~y \;_..." \, ~~\:):' \ 1r ~ \ \ \ ';:'J. e \ \ "'r \ I \ , i \ ::) \ -ri: to' ~" ~ \ \ . ~:.#~ . ~: ..v.., \ \ \ \ I . W'" \ ~ "\ ~ \ : ' \ : \ .." I:. '. .~ \. l.'7\ \ ~ ~ ~ ;:: .",. .-r..: ~~~ ,,.. "" t, " ,,/ ~~ \'l</4It i: {," ~l'i ' :" I/' ,"1 ::.f~: ,ID&W ..., _ .-,.i" <'.: .J ...... -::! : _~ fill r;; J_' "r ~ w I . F ::MA 100-YR FLOODPLA \!- )or )t ~ u.. .r . FEMA F _00 )WA Y 1 '. \ ~ \ \ \ ....t.. . . <.:'> )- )r j::l tt.. \.... 't:-. . t \ '..~:' ..... ::!: i \ . \ . ~t \ , . '\ i . \ ~ \ : \ ': \': i . : ~ \ \ :: \ ; . , \\ ..~. , \ , ~..\. <<,<:; , S 4.~ , S ~ <t.. I ~, ~ ~ , -\.. ..}c. f:.:;; .c... I '. '.~,~ \ '\(,' \ \ \ l \ : \\ . , \ '\ L ; \\ .C>' : ,. \. \\ i.. " ':.. (;1 \ \\ \ ,o' ..J : , ~~ I-';~ 7.-. , ......; ~;~. I i 0.,,,: : . i' , . '. \. L ~ ; :;;. " . .....,.:;' : \ I , \ : I' \ :{.. )... ;): f=I t... ~. .u > il: w \ ", '= I \ . \ '. I I I , I . \ ; \ " l .,.....'. ... -.;: \. :::" (;: i ' I, . 'f '\ ~ .~ , . ~ : \:. L " .: r-'\ ". ....J\, f It., . :..... . . OJ .~; ." -' . .:-. .:- ..... .0' =>ERMANENT AS:> -tAlT PAT - I ::,. , . . , ;.' For 0 )OT -5. ~oadway Iu'mination .sout 1- of Wi larnette. Greenway, see Note'S, Sheet EO.1 - .u ~ <Jl , ::!', ~ S ,;J I..;:.. \ 't. . \~ ," . - ; \ : ,::,'-; H:' i .. \\ / ;~If.~ .! ,.' ;~, '\' .!. '.. ~.. ...-... '..' ,,". . :::,~ I .,.,... . "... ~ .....''# V~-"'~"'''-'''''KrloW ~ ~ ~'""""~""~ ..,..... ....... ".... ..~........ ~ -....-.... ....., ~.. . I \. ~~~ ....... ~- , .- '''''''u, __,,, ,_ ...._ -.. ..........._. _ __ ":;'" ': i: 4.' -.....-.. .> -- ,.:..-......... -- ",. !: _ \_ +--------------------________ .\_; __-.: - 'r- .:..--=-= ....~ . I ".;~~~ ---. '\'\'''' ..:.:..R-;....-.-- '......-. .........- ..... '-.-"- ......... .-. ---....... ..,..- --..-....- ......-.. ....... .....- ......... ..--. -_. ....... ,..-. _........ -~t._. r~.. ~;} . \....... Ii ; . '. ,.. ~, . .' i I~ '''--' -.-... .., . .. . ..-.....-, - ..... . -.... ...." \ ..- .. ::;...... ....-..... $~:..... ~...::.:C.~~~.~>~/:\.. '. i.~:::o" \ ..: ( ,,: >~: II \ "~"" t.:\:.?> , .,.. ~.~. , ,,~ \~:.,l..:, \ . <.. (". ..: .~: < \ \ '., \ \ ' - . ift".., . \ * .~:~.~ ~ '."!- (,~. .1,i ...... " ~..... ~..l!'. . ( ...1 ""',,., ":';'.-,.~;' .:':J7 ";"'1'13...... .,... a'" \ ..' -' ~:( ,j . !;'...' i ~..... .... tI:- ..... s~ ~ i n16 1)' 3c'~ '- I-;!~ . ~ :i/ · r~ /w. ..:\ \ " ',:\t-- . ..... /-- . 0 ,\ " ': ~~;; /- . --- - . \ ..... -..-- -c ~- .e.._ ~~.. . .-- .. .- - _..... ).. :~ t! - I ..' ~', .. "':....... .>-. ~ r: .. .." "'. .......~.. .)..... ... .. .", ';.:. ~ " .. .:: ....... .'. :)ROPOSE) PATH L GH.. I:: '4.- .. .~.;\ -' . . . ",. . '. \. ~~" '. , . .' \:. . '-,..:;' '. .Co p;J .. ~.._. '.. OREGON DEPARTMEN- OF T ~ANSPORTATION <::y :>_A~ 0' 25' 50' 200' ,.. - C CAMER.ON · MccAR.THY GILBERT. &; SCHE.IB.B. LANDSCAPE AlleRITECTS LLP Tel 541 485.1385 "..c,', S 160 Eat Sr__, Pax 541 485.138' .. .~ Buaeae,. Oil 91401 olflceflcmasla.com... .. -----~..._~_-..--- .~tiPR~ ~(8 ~ G \N~~~~\ ~1q~1esoa ~~ i?p ~~/~ ~\ ,.ORE~ ~ l()/ ~~10.~~ N ff: CO?~ ~~~ li~~I"'D' -6: WILLAMETTE RVER: BR DGE - BUNDLE 220 PACIFIC :HIGHWAY LANE COUNTY Design T earn Leader - DKS Associates Designed By - ,OKS Associates Drafted By - CMGS 100' SHEET NO. ~ z.. .. . . LIG.HT NG )LAN THIS IS THE FILE NAME LOCA TI ON Z: \OSDP - Willamette River Sri dge \CAD\ 19-0CT-2009 10:00 AoMa Date FlIe ~~f 2 3 2009 -,.. O. - . _ a I , ~ 1 Original Submittal FIXTURE DIMENSIONS .. 13.250 in. (337mm) ~ DATA , S't f; M-250R2 LUMINAIRE WITH CUTOFF OPTICS . 26.25Oill. {667mm}. . ~PHOTOELECT"IC CONTP.OL RECEPTAClE i. 'J , 5,760 In. (27Omm) , .. 4.750 in..__ (121mm) mate Net Weight 20-301bs 9-14 kgs Effective Projected ^rea Flat Glass Unit 0.6 sq. ft. max 0.0& !lq. M ,nax Clear Acrylic or Polycarbonate Globe Unit 1,0 sq. ft. male O.09sq.Mmax SuggcstcdMounting Heigtu 2Q..4Qn. 6..12 M REfERENCES See Pclg(~ R-48 r'Of start of AC""cossones. See rage R-52 for E xplanalion of Options tUld Other T Sf rns Used. See Pole f..\rld BnH..;kel Section Puge P-2 tOI pole selection, ~ I AOJUSTABLE FOA 1-1/4to2in. PIPE . '1.660 to 2,375 in. OD} 42to6Omm 00) _A BALLAST SELECTION TABLE D 240 H.N tiN AG,H.M.N A.G,H,M.N'p Nft\ Nii\ A.H.N.P A.H.N.P C C.H.N C c.H.N 347, 2401120 m .un 12OX24O 120X347 PE R tIN H,N1iN H,N t-tN AG,H.MN GM GlHMN.P Gf. ,H,M-,N G,H,M,N N!A Nil' N/A N!A NfA Ai> AP-- AP AU)' A.H.N C C C NM tijN C C C NM C~ M2AC - SUGGESTED CATALOG ORDERING NUMBERS CatalogNumber Wattq UghtSource ~60~ 'Ballast Refractor Phot...i ..:j:.tric t 1"1 T~ ' 'l,ype Distribution M?RC07S1N2GMC3 70 HPS l?O NPF Reactor jGfas:s MC3 M2r~Cl0S':N2GMC3 100 HPS 120 NPFf<p.actor Glass MC~ M21{C 15SOA2GMC3 150 liPS 1 ZO NPF Rea~;tor Glass Me3 Ail (if ~llmJe5ted Cfli(lfOg or{!et ir,g 11l111lbe~5 COf11B l,'vi~:') PF "el:epifH~le. PF cnntr:ll ~ust be or:Je~ed ~eparately Orde! anrJinstall $CCl.PlCIL i1 liD Pl is d€sire<5. M.!!~t\jol:.baUasts can betm'einer 120. 20U, 240. or 217\l()ltincomin.~ power s:JPply. GE Lighting Systems, Inc. "''''.V'#~w.lilltltmH:~Y:itf:rn:,.; :/ll n :un NiA HMN f'\./A H NiA NlA 50Hz m 22D NJA NlA N1A .HMN NlA N/A H .AHN Nl A NlA N/A H m 240 NlA NlA H Nt^ NfA NlA H H NfA NlA N/A H ;m:bl R.13 . "~J"/ 1 ... ~.~ .....---- .._-~-----. -- ~ --~-- ~.- --- I' =- a I I I I t t t I I t I - I , t -- ,. t t t I t I I t t I I t t t t t :e t .t t t PHOTOIf/IETRIC DATA' /tf~ifDR2 L.UMINAIBE WITH Cll!OFF OPTICS' PHOTOMETRIC DATA " . 35.11~ Glnerat Electric MaRl \uminalrt , . lou't".,01'CAIIOlI CUIVES With Cutoff OI!1ics, Refteclor35.232433,Ol M"'l OF um'~DfStANfTO~;"ttaKT 110" Refractor Clear Flat Gtess, Socket Position 81 il'#.'ltllllll..~__.,,~.~.. --1-__ ,'. ".~" t( , ~,ii,~~~:~',I~:~r8HPRESSURESODIUM 60 "l ~ ttS MOlJWflNG JlEiGHt ......._... JO Ft M 00 Me\XCAHDfll.................. ....JI1.. ~ I - l' ~~ ';iJI~ ~ =~rti:NE::::::~:,ti.v.:~ ! 40 .. I . . --.. NaXCWlDftAAUO"..,. ..... ,.,u ... 2 l"'t f.4AXWiDUAAtW ..............U w lolO_--'-- -- ~ ~'flt~I1',....... ...t~17 ~~ I~ w . "-tj NMlR(~..,...............23U _fN i · - .~ Mllf.1mr All l~ CAR~tiA ANO e I ' I" FOOTtataD~, VAlVES J'Y 1MIS MfIO:.. . " . s _ _ -. -r-: - tW>> l' A~1VM. \A~ t.lIMfN$ + \t>> . :; 2l) i UIiIJ!.tl.g,! V! ~. ' ~ I ~ -"":"'" - - WME~ ' 7fOtWlif" I ......... ~ 394 ....-39.4 j to ~ __' ~ 0 ~. o.a ~~.' ~.. 28.! !v ----- . -- iiam.'IL 1;.-- ---N01ttl:S~. -D" TOW e: J:: PEII '_lAIffPl.UMDn PHOToMEtmC DAtA 35.177292-00 Genere' EJ8ctrio NI..zWRl wmioaiM IISOfDOJ'CAtmlE CUavES With Cutoff Optics, Reflector 35-232433-01 ftA"OflONf"DW~Cl~T~'H; HpOHt 1111" R$frectt'Jf Clear FJatGI8$S, Societ Position 1.58 l~' 1 ' ~ ":du~s lAMP-lIlO 158. WAlT HlGH-P.RESSURE SODWM 11 Vi . ....- .tI NISfllfSTYPf .......1:...:.. ..W'tOJF Ii I. :t - . :p:: It!OUNTIiS'aii~~I:'' ::~~~:n~. t ,. &lA)(C>>mtA..... .... ...~.~ - _..... , {It lIMalNE,......... , ... ....1'Z.y ",. ot fMl(tmllleAl.Mlf....,., .~.if4~ .. .. l!A)l eAlI)tlAAT to' .. ......... .... u o z l.WCeANOlIAM..... .. '. ,u t:; - -- - - :: tallIRfQCTtANI)I,G......, ..... man II: E II ~(IMlItA"..... .......KO,$ .:: ,_ _ _ ~ J.\U;.11PtY fill IUItUN. cMl'OaA Afro 1 cu hDT~l VAlUb 8y tHIS MfIO: .. .....,; _ !EI MI. '! ACTUAl. &NI' lUMENS . ,. i * ' lIGKI~VJ;UtS · - - WNiis i iN lAMI' . "'.413 4a.:l ...1_ -....;;.. . 9 0.;- C/ ;00 286 2U i i - -:- - -:= Lone -.; · - '- o. ioTA .-. 19,5 Iso ! 40 ~'i:, !:J). -- ~ - . i20; HII.MlI.AIII1' UJ1rt6N6 . General Electric M.250R2 Luminaire With.Cumff Optics, Reflector ~.Z32m-03 Refractor CIGar Rat Gtass,$ockot Position 10 PHOTOMETRIC DATA 35-171305-01 ISOFOOTCAHDU Ciiifis ' _ RAT'OJllOt:GffUbfW O~UOMGU!fnlll),*"IHr .",_nunl" " "f'9' I ttlr 51 ' JI01 ' .~. t.Wl lAMP-200T025G WmRIGHPRESSURE$OOlUM ~I t:f. ~ nit.......... .... elIrorr !f __ _ '* . ,.. .. d. ... ... . MfOliHfJl'ft III U 1 -. NO~GtIElM, .. ......n i! "". _ Hi f.WCtINOaA............. .... un 12 ... fMrQ)Ht,., .......... . , .11S' .., r.uxVf"'U1'~.... ,,' ~.WI.V W MAltANDt1AAtW ., .. 09 fa a WXCANOaMIUO',.. . ... u I ~ IlADBNlOlCAHlXIS. . . um Ii r:~,rll1^uj_~' wmElA'iNt "" - - - I" =~~\uXffl~r- 8tWr~ :-a~l& I :I - .... "'U1La~YA ut: OPUMP ! ~.~ *.2 ;;3 ___ --b- _ .....,',......, ,- " ~ 2J~ ~~ iE4 - ~G 0.0 ""'l.:ltDO' ~ elt .71-wx-:-.....~ !O'M1 158 1U 150: 2e" : ! 40 . !>> . ---.-.\ !~. ~-..,~y i ~~ 520 "EII fOf>> UlMI' f.U1fIf~NS Dllta ,ubi~tt t(? ~hltng~ wltPOf,lt lIotice 10 TIUZ ONe~ . -- ..".~' )ialiast Typ'eiVOlta,ge 60Hz l.ig1l MJti- Wattag! Source volt 133 ffi HPS HN l-tN 7C.1t'O,150{55\/J 1"3$ AHN A,G,H,M,N,P 100;1 tlOi65Vj I'PS Nlt\ I1N 2{:{l.250 HPS AP AHrtP 1<:0. 175 :vierc. C C,N 25.1 Mere C A,C,N NOTE: N/A:; ~otAVi:lilubte NOTE: . N(Jlt.1\}.ail~lbla ifl120X34 7 veIl NOTE: c, Not 8'J8ila\)I(! nl2tK.:\t\all - ...- I . . ~--- .. .. 1$.OOOln.__ (4$7mml - POLE CLEARANCe t:) 2 i= :t: c:>> ::; ~ ~ ~ ~ o W") e\I . :E SmEEf tlOUSE 00 , 2 S 4 1lA'fY.O~lIWl!V!ISE QISTAHCE TO MOUflflNO ttaGHT 10 UT.'lIZ. 10 C ftYE 6Q 1C0\JSt 10 . 00 . 1 2 3 .of MTIO OF lFANMRSE OIST4tiCl! TO MOOWt1HGIltmKT 74 unUlA1ION CURVE . 10 STAffT $)' 'HOl.l$ 00 1 2 3 ~ MTIO Of fMm\tlSF Ot$Wl<<TO M~ "t$lll THIS IS THE FILE NAME LOCA TION Z~ \OBDP .-. Willamette River Bridge\CAD\ 19-0CT-2009 10:00 AuMQ r '. OREGON DEPARTMEN- OF T ~ANSPORTAT ON ~c CAMBRON' ~ McCAR.THY _' OIL.BERT & SCHEIBE LANDSCAPB ARCHITB,CTS'LLP Tel 541 485.7385 S 160 Bast Br.way Pax 541 485.1389 Buaeu. Oil '1401. offlc:eoemaaJa.com -6: W - . .AMETTE RIVER: BRIDGE - BUNDLE 220 PACIFIC :Hl GHW A Y LANE COUNTY Design Team Leader OKS Associates Designed By - .OKS Associat'es Drafted By - CMGS LlG IT ~G DET A . AND >>iOT8METRC . ate Received: File 2<6:7 1 ,~ {UU9 Original SUbmittal_ SHEET NO. --~. 2 7 _ 0 I - -