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Plan, Tentative WILLAMALANE 11/12/2009
MIDDLE FORK LOOP PATH WILLAMALANE PARK AND RECREATION DISTRICT \ "" . Trailhead ~. .~~ . ~ IJ '\ 18-03.02.00-00802 !. -----~~i J < ~ 1 ~ 4 \) \ ~ i : :: I :: '.' W I r~'w \ ~ ,-- ! --------- <<}T;: !.~==T-----t/li-;"~~_----\-,-~, , 33, ~,'~~, ~~, ~, . ;~". 'I \, \ Ii 'i '----- i -- : i \1 ~-:1- ,:~'~ ""')\4 \ ~ -L I r' _i :. t 1--__ '- j _~ . --.l ----------\~.. I, I --_ I', I I ''; t-:J '- -\"\-- ---1 I I " ---_ 1----1,,' ,___1_' -.~: I I- I \ , :; , / ~-----1 --- ! t I' --...... \ f -------------L.__________ iji / / '\ ~, ~:-'I-:::::::I~\ -I ~---_._--j Willamette Greenway Boundary \. \, i ~~,.:-:JJj"I----;-~ j ',t-! : \ ... i "*--l,_ i --L~ { : I \ \ ;__~ r; 18.03.<J1.00-Q3200 i \ \~ 1\ i : -~~F=r--- : \ 1 !~; '.~i.\',i.; ~ \ t ........, -'" ' , . ~..... 'a I' I \ '\ " : ! r-L--, ~ \ \ eo I : 1 \ '--, ,i: '\., "., . I " '\. ""-.. ! . \,', I .,; '''--, "'-- -r--"'--"', ' ",#~~'" I 1 ( ~'. -I I I -""'---- {Middle ,Fork Path: -~-- I '--.... J r------- I r---- I , L....._____. -., \ , \ I · I ------,'"" . i Middle Fork Path 18-03..02-00-00600 18-03-01-00-01100 18-02-06-00-01600 Clearwater Park Trailhead '-;' -. I ~----~,,,, .,_ _~., _~"~_l~ _~- . , 18-02-08-00-00500 J 18-03-02.00-00802 --..._--~- N FEMA Floodway Boundary . , I / 1 I I ; ! I {~ \ \ \ , \. I , I i , , --... - --... - '"""-- "..., /"'0/ -- TAX LOT MAP DRAWNG LIST (Springfield Permits) Cover Sheet: T1.0 Overall Site Plan OS 1.0 OWNER ENGINEER PLANNER Site Assessment of Existing Conditions: GO.1 G1.0-1.5 Willamalane Park and Recreation District 250 South 32nd St. Springfield, OR 97478 P: (541) 736-4544 Contact: Greg Hyde OBEC Consulting Engineers 920 Country Club Road, Suite 100B Eugene, OR 97401 P: 541-683-6090 F: 541-683-6576 Contact: Fred Willer, P .E. Cameron McCarthy Gilbert & Scheibe Landscape Architects LLP 160 East Broadway Eugene, OR 97401 P: 541-485-7385 F: 541-485-7389 Contact: Colin McArthur, AICP Site Plan: LO.1 L 1 . Owl 1.5 ~ ~ Grading Plan: CO.1 C1.0-C1.5 LANDSCA-=>E A~CHcT-=CT ENV-~O\JMENTA_ SC-E\JT ST L~G=-IT-NG ENG~NEER Stormwater and Utilities Plan: CO.2 C2.0 Cameron McCarthy Gilbert & Scheibe Landscape Architects LLP 160 East Broadway Eugene, OR 97401 P: 541-485-7385 F: 541-485-7389 Contact: Brian McCarthy, ASLA Mason, Bruce & Girard, Inc. 707 SW Washington, Suite 1300 Portland, OR 97205 P: 503-224-3445 F: 503-224-6524 Contact: Kristin Currens DKS Associates 1400SW Fifth, Suite 500 Portland, OR 97201 P: 503-243-3500 Contact: Brian Copeland a', C CAMERON · McCARTHY GILBERT &SCHEI BE , ", LANDSCAPE AltCRlT, ECTS, LLP T~t 541 485-'1389 l~ Bas1 Broedway Pax 541485'-1319 BUJCI1t, OR 91401 offkeocmpluom lighting Plan: Signing and Pavement Plan: 11, 13.A-14 SS10A-SS15 Landscape Plan: lO.2 l2.0-2.5 T @IPJ~@(Q)WJ fQ)[g(plfA\lPdiTIM][~OO1F @lF~$tp)@m~lfU@[M fJ?J@fArt>>'1J1IIAW ~lM@OlM~~fJ?JnOO@ ~~~1ffl@OO Elevations: A 1.0-A 1.6 920 COUNTRY CLUB ROAD, SUITE 1008 EUGENE, OREGON 97401-6089 5005 SW ME/JOOWS ROAD, SUITE 120 WE OSWEGO, OREGON 970J5.4288 2235 MISSION STREET SE, SUITE 100 SALEM. OREGON 97302-1295 1335 POPLAA DRIVE MEDFORD, OREGON 97504-5207 SIT: COVERAG2: Area CONSOLTING ~ ENGINEERS ~ www.obec.com ~IOJLE :O~{ WH.~.A\4~TTE ~-VE~ .00 :) PATH S .2N) ST I - CLEA~WA T ~R PA.Rl Proposed Impervious Surfaces 2.21 AC(96,260SF) 0.36 AC (15,780 SF) 5.73 AC(249,630 SF) 8.30 AC (361,670 SF) r v l- S PROJECT SITE ~ ~- "------ Seavey Loop Rd. ~ Proposed Pervious Surfaces Total Project Area es eo es \,I <::. J 0 G c 8 v . N Proposed landscape Area V~CcN--Y MAP ~ FilE C(J011 <SffRloo1-D0065 COVER SHEET W ( \ llJ A.tt~/ r; rfr; H(,lYkt /b (-5.:.. Usa w;, -Q.AJuJL{~- PcU((r{ 10+ 5'5 P~Cf/J - .0 N.T.S. -"-'1' '--- Dorris Ranch -. ~Trailhead , "\\ 1\\ \ \ ~ ,'- ~~ '~ \ " 18-03-02-00-00802 \\ \\ ~ '~~ '\\\ i \\ -I ~'\\ ! \1 r~ _ _ ~_._ 1~"03-0~0-00600 ___ dI18-03-11-00-018oo ~~ ~~ ...... 18-03 -01 ..00-031 01 I ~. //./,."/ ---- - ---- - " Q~~.__._.18"03-01-00-0~;.?'1 A .. -II ',' -'-'<oo..c ,...f"'" :, ,,dj ~.~ ~~?' ~ . ~ ~ '~t~.._,' '", _- I '--~ / ~ -.rOiS'-~~~ /1 / V )'-03-01-00-03100 , / "",/ ;1'/ ,;;1' ;1' filii!" filii!" - 18-03-01-00-03200 ;1' filii!" /fIIII!" ! -~. ~ /-" r~'.4 " ~\'.>'" ~" .tf4/ ~ .~.~v ,," ~~- ~~ ~ -:-- ': ----- - / / E. ~;.., ,~,'" "" ;~~~.,.:: -,. - - ~ .#y~- .". " " A);iv,l.- ~. ______ o~~~t'~ ' " , " .ta A/ / ~"~<'-:-...~~.~~~.~-- ------- -' ~~~.".. ------_~~~- ~--~ '''_. .,._"'- _...~i".". .---, -'''''......~L~ ----~~ ~-ULV~LYI-U\..W~~ ~ ..., , _O!t. -.- "RII . t " ... .. .. -- .- r. --'$-- -- -- -f1p -F'LP f\ cf\3- 18-03-02-00-00802 ---' .---- -- ---'-" ----- OVERALL SITE PLAiN I I . ..- '1 I ! .. :j if J I . j .. J . 1 -----,,-. - ---, -- - _. - ~ -' - . . . . .. / " .. .. 18-03-01-00-01100 / " ......... "- -.----- ~- - ------. - '- ~..-""" - - --~ .- -. ----...-- . - .- --'- -- - ~.-/' ------- ./""./~--- --- --. -"'-- ~ .. '" \, \, 4.1 1 f --ft---- ~, ,j , t L ~ , f\ · l , \ , ---\-.-- }--- /} II ) , ~f \i.-1, /fI " t\~ \ Iii . '" M~~' \f\ I 11~ I 14- ! ; I i .~,~ I 1.' /' I lit t . I f..- ~ ~,' 4.~ ~. 1 8-03-01 -! \ \ \ \ \ \ \ \ \ \, - -- ----- .. It 1lV""" / / --- ---- -- --- 01 150' 3001 - SCALE: 111.300' - o~ 0) .> -c- '0 .~L _ 0)1 8 ............ <( -f: co --(l. Willamette ( .... - ; .'----... Seavey Loop R~ 1 N i '\ VCINITY \/tAP ..... N.T.S. LEGE\lD Limit of Work · ~ ~ ~ __ Springfieldl Lane County Boundary ~ . WiLamette Greenway Boundary ... Wiamette Greenway Setback F:=MAFloodway ---"'FLP -f'LP"- FE \AA 1 00 Year Floodplain Top of Bank /"../ Ordinary HighWater_ine -DLV-DL\I-Ol'J- Ordinary Low Water Line E C' CAMERON · McCARTHY GILBERT &SCliEIBE LANDSCAPE ARCHITECTS LLP -rei 541 435-7389 . .160 East Bx.....:.."'. Fax 541 485.7389 Eu,cne, OR 91<101 offk:e0 cmpla.oom 600' Jr @[R1[g@@tM @~Ij?)~~1fmr @[F ~$[p)@m~iiil@Wl · . · ~@~@~~W ~1NI@nOO~~lRlnOO@ ~~~'ii1l@OO Iii 920 COUNTRY CLUB ROAD, SUITE 1008 EUGENE, OREGON 97401-6089 - I: CONSULTING 5005 SW MEftDOWS .RO,4/), SUITE 120 lAKE OSWEGO. OREGON 970354288 ~ ENGINE.ERS 2235 MISSION SmEET SE, SUITE 100 SALEM, OREGON 97302-1295 ..... W'lrw.obec.com 1335 POPLAR DRiVE MEDFORD, OREGON 97504-5207 Mi)OLE FO~{ WILLA":TT: RIVER LOO' PATH S.2ND S1. - CL ~A ~W A TER 'AR{ r OVERALL SIT: OLAN os ~ .0 LEGEND -- _IMIT 0 = WORK See Note #7 TAXLOT BOUN JARY .. .. .. .. - - .. ~ SPRINGFIELD . , . LANE COUNTY LANE COUNTV/C TV OF SPRINGF ELD UR:3AN GROWTH BOUNDARY ~ _1_1- 1- WILLAME I I E GREENWAY BOUNDARY ,\It ~ '\Jf \\It WILLAME I I = GREENWAY S :TBAC < RI ":)A~IAN SETBACK .~ .~ -~- ~- TOP OF BANK ORD NARY HIGH WATER LINE (OHWL) ORDINARY LOW WATER L NE (0 _W) FEMA 10Q-YEA ~ F _000":) ..A N BOU \jDARY --OLW--OLW--OLW--OLW--OLW-- F'LP -F'LP -F'LP -F'LP -F'LP . - F'D\JY . F'D\JY F'D\JY FEMA FLOODWAY BOUNDARY ------ 485 '"' ---..".-;..---- (E) CONTOURS See \jote #5 ;;;:r /' .; Survey infollllation from survey developed in 2008, by: OBEC Consu ting Engineers 920 Country Club Rd., Suite 100B Eugene, OR 97401 T: 541-683-6090 F: 541-683-6576 Survey: August - November 2008 GENERAL \10 I ES 1. (E) OVER - ~) ELECT ~IC (E) TRE :S to remain (E) TREES to be removed Willamette Greenway Boundary information derived from Eugene/Springfield Metropolitan Area Plan Diagram. 2. 3. FEMA Floodway/Floodp ain information provided by OBEC Consulting Engineers. 4. Soil types on the site are classified in the Lane County Soil Survey: Dixonville-Phi omath-Hazelaircomplex, Chehalis silty clay loam, occasionally flooded, Ne~berg loam, floodplains, and Panther silty clay loam, poorly drained soils, swales, benches on foothills adjacent to valleys of the Willamette River. 5. Protect trunks, limbs, roots and root zones of existing trees to remain. 6. The property lies outside the Zone of Contribution (99-yr TOT), as delineated on the Wellhead Protection Areas Map. 7. Limit of work line is also the temporary easement boun,dary. E CAMBRON. McCARTHY GILBBR T & SCHBIBE LANDSCAPB ARCBITBCTS LLP Tol 541 485-7389 ~, S 160 But Broadway Pax 541 485.73851 U BupaD. OR. 97.co1 offlcooom,.1a.co1ll . Corporate Office: 920 COUNTRY CLUB ROAD, surrE 100B EUGENE, OREGON 97401-6089 , , CONSULTING 5005 SW MEADOWS ROAD, SU/TE120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, surrE100 SALEMJ OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRNE MEDFORD, OREGON 97504-5207 ",) )LE=O 1_< W -L .A l4E:TTEl VE ~ LOO) )A T:-I S.2~) ST. - CLEAlWATE~ ~At( CI TY OF SPRINGFIELD LANE COUNTY Design Team Leader -OBEC Designed By - OBEC Drafted By - OSEC :XjSTI~G CON Oil 10 ~S ~OTES A~) L:GE~) SHEET NGa GO..- File No. / / / , , " ~ / / \ " / / / .... " / / , , " -- / / / / / / / / / ~ / / /{ is CIj ~ .~ ----...~~ / ---. ~ /' --- . --i -...;::: ~ -- - .--- O 0 '--'--, ~ ..- -... --- . --........ --- -- -- -- - - - - .... ~ :::_ - K~ .... /'" ~ ~"~<,- ---.--0 -~~ ....~~\ Y ~ ", ---- -- " '" ........ -..-- -- /\ / \ .-/ ,/ \ // \ / \ / \ // \ / \ \ \ \ ' \, -Proposed Path Alignment .Limit of Work / / / / / / / / / / )I. / --- ::xisting Grave- Road " ........ ........ ........ , ........ --.------........ ~ - ,..- ........ f '........../ _/ " /\ I \ / \ / " '" '\ - " "- , /l\0:JS- '\ ,/_/ \ / , / ........ , , ./ '" -...-/ ~ " " ........ /-.......... ........,/ "-. "'-------- - ........ \ "- "- " "- "\ ~~ \ ~ , --,// ~'..- ........__---- ~ /'v / .~/ /j *' ~/ ~ ~ ~ /// /" \ "-. ~./ / \ '9'9 __1fI/IIII' .// //, \ ~ ../ /" / \ '" . ----- y/ \ ~.--1.--- / / \ ~........ I \ ........ -- *' 1.1 \ -- ~"- I r' /" \ ".J \ /" t J I \ \ \ / I \ \ I I \\ \ "- " '-..... '" '" '" "- ........ ........ " ~ ~ " () \.- :r: ~ c: o ~ , \ --a \__ --a \ 0'1 0.-::= t --.--' 0'1 '" \ - U') m m U') :r: m m -I G> --a ............-------...------ ---------... ~ / \ / ./ .-/ --- '" , """""'-------......."'"'-~-- \ -\ " "- . J...-. ~ '-^...I \ ............... . --- ---....... \...... /" -- " ---- / -', "" ' .~~~""..... ~ 5 ..-/ \ .....- -----~---/ < \ ~ ~/ \ - - - - - - 0 --..... '\--1. ___ < .... "~ '- '- ~ "W --'--.'" " - ..... ~ -----. --i -- --480--------__ "..... --'__ -- 0-'-- - "-. . - ^_ I ........ \ . . ........ "-...... ~ I \ " '" "-. "'- o~~ - -- '-- . / "- "-. "-. ~ - '", '" ........ ---- '-. , '-- -- "'- '" "'- "-. ........ "-. '" ........ "-. ........ , '--- ~ - / / / ~ " ~ ~- =>Osting Underground "- " __ _ -- -- - Communication Line ........-- ' \ -- \\-- -- ------ '- ........ --- ........ ........ ........ --- \ '\ "- ) I I \ 1 I J "-. ~ , ........ ........ ........ / \ \ \ " "- "- ........ " '- -- . --a ---- -----------........ / / / / / / -~----- //--0 _ _ ~ -Bcisting Utility Pole ~~ y... '\ " " ........ ........ - ,,--- - --.... - - - --- -- ................ , '" ........ --/ ./" /" --- -. ii iI I i I _..J (=:'Y ) A \J He CAMBRON · McCARTHY GILBBRT & SCHBIBB LANDSCAPB ARCHITBCTS LLP Tol 541 485.'7389 160 Bast Bl'Cllldway Fax 541 485-1389 BllIC\Ul. OR. 97401 otticcocmpla,CQm I- I . Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-<<J8fJ I · CONSULTING 5005 SW MEADOWS ROAD, SUITE 120 LAKE OSWEGO. OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 ...-----, 0' 25' 501 - 1001 M )).E :0 ~ ( W .-.AME:TTE -~ VE ~.OO) )AT' S.2~) ST. - C.EA~WATE~ PAi{ CITY OF S~PRINGFIELD LANE COUNTY Design Team Leader -OSEe Designed By - OBEe Drafted By - OBEe ----------- ""- MIDDLE FORK LOOP PATH SHEET NO. SCALE: 111- 50' - EXISTING CONDITIONS G- .0 ---- --. --. 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"- c...t "- o "- "- ........ --- - -- -- "- '" -- / / / 18-03-02-00-00802 --- .--1__ -..;;-- """ --- ........ ........ ........ / / / -- - Z m ---' w ---' -- - + ~ ()') " -.. -----/ , / / / '----------- -- -- --- C/) m m C/) I m ~ G> ---' -- / / / - /---- --- -.-----1l7t:;__ __/ 'i '-' ___ _ .._ --- ....... - .--... - - - -- --- -47 .0- -- /........ ........ --. } I / / / /'---- / - ........ / " / '- ----- / / / o / / / i-v / / / -_/ Ij ! I' i I ----1 II J - ----P-' I ge CAMERON · McCARTHY _. GILBERT & SCHEIBE LANDSCAPB AllCHITBCTS LLP Tol 541 485.738~ lGO But B1'CllIdway Pax 541 485.1389 Buacnc, Oil 97401 officoocmpla.com :::J \' II fa Corporate Office: 920 C,OUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089 , : CONSULTING 5005 SW ME;lDOWS RONJ, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUfTE100 SALEM, OREGON 97302-1295 ~ WNW.oree.COm 1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 ------.. A. 251 50' - lOa' MI ) )LE :0 t { WL .AME:TTE ~ VE-~ .00) ) A T II S.2~-) ST. - CLEAtWATEt )At{ CITY OF S~PRINGFIELD LANE COUNTY Design Team Leader -OBEC Designed By - OBEC Drafted By - OSEe ------------ ~-- MIDDLE FORK LOOP PATH SCALE: 1".50. - SHEET NOG EXIST 'NG CONDITIO ~S G-.- 2 .. '1 1 \ / >- / / . > I / ~ '/ ~J / ',. / / / / / Q. / / Yi / /~ Q.' / / ?L/ / t.v // ./ 0<0 ./ t>: ./ /J/ //- /.4, .// //' lilt / / ./ / . // /./ I ~ ./ J / . I / * -. --./ ./---- /4.// . ~ (./----'----;//------ J, ~f ~ ./ /..- //' Q. r----- ___.-' // It /./'./ ./'/ . I /.-'" / ./'./' I Q. /./ .._---./ .//. lt ./ ./'/ ./ I I ( ---./' ./'./' . Q. ~./ /'./' / It // . I / . / ~ ./'/ . I // / Q. // / r _ _ - - --- / Wi lamette Greenwa~!, '7' ~ --- Set )ack .I ~ / I . Q. / it / ~ . J / Q. . ;;' I I . Q. I c! . I I ~ I ~ 18-03-02-00-00600 I / I / I I / --- ....- ./ --- .-' --- I I / ..- - - ./ ....- ....- --- - - I ----- "- "- " "- , --- -----~ --.. --- --- --- ,..",..............-----------------........ 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I -J l~ ,,/ ---- ~ ---------- -~ - ~ O' 251 501 - MIDDLE FORK LOOP PATH SCALE: 111.50' - >- ~ .... ~ .... ~ >- ~ .... >- ~ .... ~ .... 100- YR Floodplain -" 1 00- YR Floodway Tax ot Boundary w ~ ..... ...... / >- ~ .. ~ ..... . \\ : ( \. : \ l ~\ \ 't ~ \ \ l \ \ \ 't . , . . \ \( . \~ . \l ': \ --\~ . . . \ \ f I I I \ ~ . . . H CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB ARCHITBCTS LLP Tel 5.1 .as.738!> 160 But BfOlldwaJ Fax 541 485-1389 Bulcno. OR 97401 otficeocmpJ.a.com EXISTING CONDITO"S J \ \ \ \ ~ OHW . Corporate Office: 920 COUNTRY CLUB ROAD, ' SUITE 100B EUGENE, OREGON 97401-6089 I ' CONSULTING 5005 SW MEADOWS ROPD, SUITE 120 LAKE OSWEGO. OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ WNW.obec.com , 1335 POPLAA ORNE MEDFORD. OREGON 97504-5207 .~ 1001 (' II Riparian Setback Top of Bank ..... \ , MI)).E :0 ~ { W . .AME:TTE ~ VE ~ LOO) ) A T i S.2-~:) ST. - CLEA'~WATEl )A-~{ CITY OF S~PRINGFIELD LANE COUNTY Design Team Leader -OBEC Designed By - OBEC Drafted By - OBEC ~ I I I I I I ~ SHEET NOo G- .2 I / " ~ \\"\ \\ \~""""" / ''''', N. \\J \ " " 1 8-03-02-00-00600 ,', ~. - ---%';? ","", "'",' / "" ~ r- Z "'" "," "\" '-. .... <.!) ~) ~ ' ,," ,,"9' "/ '"" ~ tu \ '\ \ \" "\ 9$ "" " /..., ~ \, \. \. \. '- \. " 100- Y ~ =Iood )Iain " / "" ... (/') ~"-. "," "',,' '- , '/ I '",,~ W ~ '\." '\. ,,' " '\, I... LLJ "-. ",,""\ '" / '- (/') \ ''.",,'' "\ \ "'0: I ' " , " '\. "\. '\. \ \ oS'-, "" /. " 18-03-12-00-00500 "'''''... ~ \ \" ",,- ' , / ',- ~ \ \" " '" ", \ '" "\ \ " '- "I ' \ '\, "-. "-. '\, \ " , " " " " ,," , Q~ ' " '.I" / ' "-. "-. ,,"-. ................ ,"-... ........--- "" -------. " '- \. \. ..... ....." .........." ..... ,,1 -- " " " - - - - - - - - - / ... ... _ _ -." 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I \ 1=] \ I \ t, I I -1 I 1 l R C CAMERON · McCARTHY GILDER T & SCHEIBE , LANDSCAPB ARCHITBCTS LLP Tol 541 485.738t 160 But Broedway Fax 541 48S.138t Bu,CI1C, OR 97401 officcocmpla.cGm . 'Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089 I · CONSULTING 5005 SW ME/JDOWS RONJ, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 , ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 "~)DLE FO ~ ( W L .AME:TTE t VE t .00) ) A T-I S.2N) ST. - CL~A~WATE~ }A~( CITY OF S~PRINGFIELD LANE (::OUNTY Design Team Leader -OBEC Designed By - OBEC Drafted By - OBEC 1/ ---------- ~ \' II .. \ ~ 0' 25' 50' - 100' SHEET NOo MIDDLE FORK LOOP PATH G- .5 EXISTING CONDITIONS SCALE: 111.50' - _EGEND GE \JERAL \JO I ~S 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 -- LMTOFWOR< See note #7 :> =~MANENTEAS = v1ENT BOUNDARY - -- ------------------------------- TAXLOT BOU ~DARY SPRINGFIELD t 4 , I LANE COUNTY LAN = COUNTY/CITY 0 = S ::lR NGF ELD UR 3A \j GROWl -I BOUNDA ~Y 2. Willamette Greenway Boundary information derived from Eugene/Springfield Metropolitan Area Plan Diagram. _1_1_1- WILLAMt: I'll:: GREENWAY BOUNDARY 3. FEMA Floodway/Floodplain information provided by OSEC Consulting Engineers. W L ..AMI:: I II:: GRE=NWA Y SETBACK 4. Soil types on the site are c assified in the Lane County Soil Survey: Dixonville-Philomath-Hazelaircomplex, Chehalis silty clay loam, occasiona Iy looded, Newberg loam, floodplains, and Panther silty clay loam, poory drained soils, swales, benches on foothills adjacent to valleys of the Willamette River. ..' .. '.. .. I GOAL 5 RIPARIAN CORRIDOR BOUNDARY RIPA ~IAN SETBACK ,~ \\It ~ ~ TOP OF SA ~K . IfIftIttI IfIftIttI IfIftIttI IfIftIttI ORDINARY t-IGH WATER LINE (OHWL) ORD NA ~Y LOW WATER LINE (0 _W) FEMA 100- YEAR FLOODPLAIN BOUNDARY 5. For graphic legibi ity, only existing 5-ft contours shown. For existing 1-ft contour information, refer to Grading Plans. - OLW- OLW- OLW- OLW- OLW- .FLP -FLP -FLP -FLP -FLP - 6. At Asphalt Path, 2 ft. gravel edge will exist between Asphalt Path and adjacent Plantbed or Seed Repair areas. FOWY ' FDWY - FOWY FEMA FLOODWA Y BOU"OARY ----- 485 -- ---.-.-._-- (E) CONTOU ~S See "ote #5 "'''-",,\ 7. Limit of work line is a so the'Temporary Easement Boundary. ~~~ ~~.::!;~~~::~~::::;;.~ $~'t .... ."e.!.~ .' 1':._ "So... \.,.... .* ., .:'\.."~'" T l:~:'~':~}_~-:~\~M:::~~~J PROPOSED ASPHAL TPAT-i See Sheet A 1.4 for typical path section. See Note 6. PROPOSED PLA\j II:SED See Note 6. ~ + + + + + + + ++++++. + + + + + + + ++++++, + + .. + + + + ++++++, PROPOS =DSEED REPAIR See Note 6. Y .v IV tV IV I IV tV 1" t" tV V,"" tV J'" tV I tV IV JV tV 'v PROPOSED RIPARIAN MITIGATION See Sheet L 1.4A for panting guide ines ~ (E) -I KEES to remain ~ (E) I KEES to be removed (' 11 He CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB ARCHITB"CTS LLP Tol 541 485.7389 160 Bat Broedway Pax $41 48$07389 Buacnc, OR 97401 otffcClocmp1a.com ",r=r @IRl[g~@1NJ ~[g(p)~[gm- @IP ~~lf>>@m~1f1)@1NJ Ii Wd@MWIkW ~lM@10lNl~~WdOlM@ ~~@Ui)@lM e Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089 I : CONSULTING 5005 SW MfN)OWS RONJ, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 M )) .E:O ~-< W 'JI.A "E:TTE 1 VE ~ .00) )A T · S.2~) ST. - C.EAlWATE~ PA~{ C1 TY OF S~PR1NGF1ELD LANE ~OUNTY Design Team Leader - OSEC Designed By - CMGS Drafted By - CMGS S TE P -.A ~ ~OTES A ~) .EGE -~ ) SHEET NOD _0. - / ~ , / , , / ~ ~ / ~ ~ Limit of Work See Grading P an See sheet C1.0A Taxlot 30undary ~ ' /~ "- Wi lamette Greenway Boundary , / , /' , , / ~ ~ / , / Proposed Parking (21 spaces) Retaining Wall . See SheetA1.1 / - /' / Proposed Bike Racks (6) ./ /' :)ro Josed Restroom 165' to North property line, 600' to West property line See SheetA1.1 .., , "- , , , \ \ \ \ \ \ \ \ "- " ........ " "- '" ........ ./ ...........,. '" /' / / -_...--......., / " _/ '........--""-- - :)roposed Storm P pe /~~s- '\ ,/'_/ \ /" "'- / "- / '-. '-. """""" /" @ , ........ ........ '" \ ,,-- / / ,.I ,....., Existing streetight To remain !Z<S' , , / ~ , / , , / '\ "- , , ........ -...----... /-......... ./" '\. ....... "'- ~".,..,.------ ---.------- --- "'- -.... -.... -.... ........ - ...- ~~ ~~~-~-~ ---~----- '......... ......... ......... .......... - ...- ---- ....... -- -- ( , ~ 1 \ l 1- <EY P _A \I 1 ~ \ ~" L1.3 '~ ~~ MIDDLE FORK LOOP PATH ~ ~ - 01 251 501 - 1001 --- SCALE: 111.501 - Existing Grave Road To remain 18-03-02-00-00802 "- "- "- ......... -----...--- ........ --, ........ _/ .............. /" "" I ...................... "- "- " "- "- , -, .......... ........ ......... ..... ~ ~ () I c:: Z m --' --' 01 + I'V 01 ,./' \ \ \ "- ........ , ......... "- ........ -~- C/) m m C/) I m m -f r- --' . --' \ /, / " I \ \ / \ ( \ \ ~ CAMERON · McCARTHY GILBERT &SCHEIBE LANDSCAPB ARCHITBCTS LLP Tol 541 485.7389 160 But BfCllldway Pax 541 485,1389 Buacno. OR 97401 offfccocmp1a.c:om ;]'r (Q)lRl[gOOfM 1Q)(g(j2l~~OOf @(F ~~[j?)(Q)m f,A\1JlJ@(M Ii ffd@/~fJJlWIkYl ~~@O~~~lR10~@ ~~~lIlJ@1Nl . 'Corporate Office: 920 COUN71 RY CLUB ROAD, SUlTE100B EUGEN,c, OREGON 97401-6089 I · CONSULTING 5005 SW ME.ADOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97802-1295 ~ WNW.obec.com 1335 POPlAR DRIVE MEDFORD, OREGON 97504-5207 M )).E :,O~{ W..AME:TTE ,~VE~ .00' )ATi S.2~) ST. - C.EAlWATE-l )A~{ C1 TY OF. S~PRINGFIELD LANE COUNTY Design Team Leader - OBEC Designed By - CMGS Drafted By - CMGS SHEET NO" SITE PLAN - .0 " '\. -- \ \ \ o ~ ..- .- .::r~= - - - -... ~ ~ / " ~~ / I-- ""-----....--..-~-----........~ w w I V) LU LU V) -01 _ - ". 6 ~ __ -;.. - - - - - - -~ Pro Josed Storm Pipe -- --- -- --- --- -- -..."",-- ----510--. ....-..... -... --- .......-. --- ----- --- "'--- ~--.--------- --- --- ~--------~ ",.-.---.---.,........................~ L.O N + L.O ....... ....... w Z ::::i I U ~ ~ It' CIS ..-J .---. -- - - ---- ~ ,.",.....". -------~ -- ,- ,,/ ,/ /........ ./" ........ ;"'" ....... -,/ "- '-. " '- '-. .,..,; ".'" --- -- --- '--- --. -- ~~...--............--...-.- ---- " "- "- "- "" , , , , , ....... ,.".... / /" T axlot Boundary ........- ---- ----... --- -- ---_/ ........"'--------- -- 18-03-02-00-00802 -............-..................... ---- -..----475-__ ...----/ - - ...- ~ --... - - --- -- --47 0- _ _ ~ \ ~ ~ ~L 1.3 \~ ~/. MIDDLE FORK LOOP PATH -- 01 251 501 - 100' SCALE: 111-100' - .r....- ,................ --. J I I / / -_/ Limit of Work " '\.. "- ......... "- '- ........ .... " "- "- "- "- " " "- " --.. ........ --.. ........ ...... " ......... "- 990, ~ " 2:i " () I c: Z m '-.. "- " ...... w ...... + ,J:::.. ex> ,/........- / -- ........ / '- / ........-'" C/) m m -- C/) ----- I m m -l r- ...... ----- ;." ............. ~ --.. _, I"V 1m CAMERON · McCARTHY GILBBRT & SCHBIBB LANDSCAPB ARCHITBCTS LLP Tel 541 48S.7389 160 But Broadway Fax 541 485.1389 Bqcrut, OR 97401 offfcoocmp1a.clom 7'r= (Q)~~OOIM 1Q)~1fl~~rm- (Q)U= ~~Ifl(Q)m~i11I(Q)1M Ii fPJ@MW/AY! ~lM@OlNl~~lRiOlM@ ~~(g1f1J@lM . Corporate Office: 920 COUNTRY CLUB ROAD, SUffE 100B EUGENE, OREGON 97401-6089 I ' CONSULTING 5005 SW MEADOWS RO.4D, SUITE 120 LAKE OSWEGO, OREGON 97035.4288 .:..:. ENGINEERS 2235 MISSION smEET Sf, SUITE 100 SALEM, OREGON 97302-1295 ~ WNW.obec.com 1335 POPLAR DRIVE MEDFORD, OREGON 97504.5207 MI ) ).E :0 ~ { W .LAME:TTE tlVE l .00) S.2~) ST. - C.EA lWATE~ PA~ { CITY OF S~PRINGFIELD LANE COUNTY Design Teom Leader - OBEC Designed By - CMGS Drafted By - CMGS )AT · SHEET NOo SITE PLAN . , MATCHLlNE 143+83 - SEE SHEET L 1.3 .- M .- 18-03-02-00-00600 I' I .1 1/ ~ .,V........: I I ' I '\ / ~!/ \ ;' ~ f ~..J / '/ ,lL. / / '/ f / / I Q. / / I / ll:,-I f' // //~ ~ . / / u. / ~I/ / / 1'Y- / / . yj ~ // ~ ,/ / u.; t>..(() f? r-.. (- \::f /' _ ,/ 11/ .... /f;1\V /' /'Q. // ,/ /'/jrt / ,,/ ", I / "../' / . / /-- ,,/" ~ ft / Willamette Greenway ,./ j' I / / Q. ,/ Setback __ /' )' r // // ~ /~ // I ./ ~ ~ -*- -- -- 100 - yr Floodway ~ u. , , .. \ \ a 1 \ ~ \~ OHW \ 11/ \ '~~ OLW ~\i \ \ \ . \i ~ 1 \ \ \' : \~ \ \0\ ~o \ \ \ \~ . 1 ~ : \ 6 \ 1~ 0: \ \~ ,-0 \ ~ \ ~ · 0 \ ", \~ ~. , \ \0 \ \ . . . \ ~ \ , ~ ~ \ . . ~----- "--. -........ -- ---- ........ ........ '7 r r ..........1 / I I " , I '......... ~ . I / ., . , , -- - '- "'- " " ....... Willamette Greenway Boundary ~-----...._--~ -- -- ...... .,..".,.------._-----~..........~ ,- ....... " ........---. " "'- -- . " ,.,.... ~ /" ,......... _._--"-~,,,,/" "- - -~-~ .- ."'-<--- '\ ~ -------_/~~~' ~ I- . w w J: V') u.J W V') .................. .,/"'".,..,/ '...... .,/ ..,.., ". Taxlot Boundary .//- .... - .---..- -- ~...--"'- -- -- , , ----......... /' ".,.., - ,,- / .,..,... ~ u. - , , .........'-" ......... ......... ......... /' --- ~ ~ ----- .---- -- g~ T axlot Boundary /' ,/ /' ./ /' ,/ Q. rt I ~ u. , I , Riparian Setback - Boundary i Top of High Bank co ""'" + w Z ::i J: U ~ --- ~ --...-- ~-- Q. it I -- .........- .,..,... ../ -465....... Q. it I Q. rt I ~ u. I , ...- ......... --...-- -- ,,- "...,.- ./' ./ ,/ /' /' ./ -- --- ---- ,.- /' / / / / / / / / -_/ I I / / /' ".., ---- ... Q. it I I I / I I / I I --........ I - ./ \ \----......... J \ ~ o / / 1 8-03- 11 -00-01800 Q. It I Q. it I ~ u. , , Q. it I ~ u.. , , I \ e)fB" ft>.. 30- J a He CAMERON · McCARTHY GILBERT &SCHBIBB LANDSCAPE ARCHITECTS LLP Tol 541 485.138~ 160 Eut BlClfldway Fax 541 485.1389 Buicnc, OR 97401 offic:oocmpla.com L..,,\ 7'r @(Rl[gOOfN] 1Q)(g(pl~(g~ (Q)1P ~~lj?)(Q)mffi\1J1I(Q)1M 16 Wd({))~WIAY! ~lM@OINJ~~WdOlM@ ~~@ITIl@lM -- 01 251 501 - 1001 . Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, O,REGON 97401~6089 l 'CONSULTING 5005 SW ME/JDOWS RONJ, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 'ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302.1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 ~ ~~ M )).E :0 ~ ( W .LAME:TTE ~IVE ~.OO ))ATi S.2~:) ST. - C..EA~WATE~ ~A~-< CITY OF S~PRINGFIELD LANE ~OUNTY Design Team Leader - OSEC Designed By - CMGS Drafted By - CMGS "--- -- SHEET NOo MIDDLE FORK LOOP PATH SCALE: 111.1001 - SITE P .AN - .2 ~ ,\,-' """ -,~%)7 ,," ........" I S " ' " ' ',' , l-, ",,,,,' , .......... N \ , " \ \ ,,?9$" "I I" ::i \ ',', "" ",', ' 18-03-02-00-00600 / "...... l:i:i " "@), ',', '-, " '-', ~egin Pro)os~ ~etaining Wa 1#1 " "...... ~ " ' " " . " , ' , 0 from East properly Une, 27' from South proprty line /" V) \, , , "See SheetA1.2 ,...... ~ ~~' ~" "" '\ \ "'Us: " I I 18-03- 12-00-00500 "" ~-.;'!I(), \ \ \ " ' /" C"") . ~ \ \ ", '" " " , ...... <Xl ~ ',,''-\' , '( I " + 9; '(;)" ,,\ " " , / ' M " ",' '- '.I""""" I '",- "'<t · " ...... ...... '" , ' " " :-.... , ',,' , ...... ' ,/ ...... ...... ...... -.. -.. _ _ __ _ _ _ _ _ Begin Proposed Retaining Wall #2 ......" ~ \.' , ' '...... ......,...... ...."...... -.. ...... ...... ...... -.. _ _ _ _ _ _ _ _ _ _ _ _ _ 40' from South property Line, 55' from East proprty line ... ... :::; 1J ~ \. , " - . ...... _ -.. -.. -.. _ _ - - See Sheet A 1.2 " 5 _f " ~ ,End W, all #1 -___. 500---____ --- ---, E d W II #2 ......, ----:::-----~ ~ / ~....., ......, _...... -.. _____ n a ,-- '- --- ----- :A' ' ,,' ......L __ __ --___ --------505----------- "'- -.. ......- ------- _I::; --... I ' , ,~ -.. - ' -------- ~ ,- -- - -.or.::: '" I __ -.. ---- --- I ---------- "'- -~------------- ""-- ------- - ...::::: ......' -- --- ---- -, --- -- ---- c5 / 1'-.." ....../-...... ...... _ _ _............ - -......, __ _ _ - -- -- -- - -- -- -- - - - -- 495 /-- - - - - - - - - -- - -- - - - - - -- - - - - -- --500-- - - - - - - - - - -- - -- - - - - - - -- - ,~- -- -- - - - --- - - - - - -- - - - - - '- --..:::-..:::- ":::--5D~= - - - -- --- .n I __......,............ -.. -... -- --490---.. - --/----- Permanent Easement ~___---495-------.. ---------------- ~ ------------51 ~------- >:'-..-/- _ __...... >',/:)~ _-__ _. ,. '" __ - ..._______ 9 ------ _....... "'...... - -. <T"'____- ___ ____ -- -- -----f'--- --- -....... ... -------- -- - -- -- -- ---- - - - ---- --- ..... .__---..........._ " o===............'----~ ___---+-- ---.:. ' 3~gln Proposed Retaining Wall #4 _ ". ____--- _-------------.:.::.::490-:::..-:::..-=--=..-..: ~~=:~.~,~::~--S~f;>_ ' '~"~~a .....-- -:-475 ~ ~---i--=-=--=:----"~"\ '--', ", ~ :e~~e:o:.~ropertyLine,210'fromwestProprtyline 100 -yr - oodPa.ln ....... ---------- .ol::;------::4~:::::::3.: :173-: -. __-\--.., _ ___ ~ ::: :..~--1-- __L\10--~ \,rh l', '~____---- 100 -yr F oodway /"... End Wall #4 ---::----..:-----------:. I_____~__---~_ ~ild"~ Viewi~gArea __ ..:.... ." ~. .' ....,.~J;:W~.i.:.;~:.;:,\....';.::'~ -,/.-- _---O.,~" ~Q.=................. '-- I. ~ \ ,/ / /\ "'''... ( ----WifametteGreeMwa",y...-........\ _ -..' " '. "~ .,. ,..."t~"'\~"'" \x _ __ ,__ __...... ""- , ,,- -- , / / f'" ./ . _ _ _ _ _ _ _ . _ With bench-- _ __ "lv.' '._ ,"~_~.,..... , ' _ _ _ -. -.. :: - - _ --...... , , ...... ...... ,/.> -- - - - - -- -../ - -- ...J ) ;,"SetbJ:lck - - ___ _..... ......__ __ -..-.. __ '...... ......__ ............... 8----490 / -------...... / I "? ,.. - 0 ___~""'" __ __ ___ ......__ ___-.. ---4................ ~ / /-- ~ I I J / __ ' /"_____ __...... __" ___ __ 85 ___/."'" ./ ./ ~ ., I, +-.. , =& _.. '- ........ _ --'.: /.... __:-:: _ . _ .. ___ __...... '_. . 1II ./ .-+. . ., .--. -r:=-"",_.:r--~ . --" . -,...-.---:---- _______ ......______ ///"____-.",. -. '-'_. -~-::.::;-;:.-~.-':::--~'--:'/ /./ [---e:!J:-/ ~. · . t.. _ ,""_-=-~~ ,\It -*__~_ 'llt ,\If "It -'!t--- _~ 'llt ~ ~'. ~ .~ __..O-~-::..:- ~ / ~~.. ~-, /' - ::;.y- "'.;.'\. ~ -.. ,\If '\It ~~-=-::= Riparian Setback Bounda;----- Private vehicu ar-:essg:te __----455--------- ~ f~~DM'r~r ~/. ..:>4t{"/."<. .:,,:.,....'yfl'!;' .../----....~ 455----------------------- Approximate location shown --./----------,/ · " .. ..:.~~.:,,,.,.,:,-....~.. ' , .~<:;.,;,. J Tax ot Boundary -..,- ,... -.,. 'l- -- -- - -"~ - -- ... ... ... ... ... ..... .... .... -1 ~. - . -..::.:..: ~- ...... ---- - - -- - \ ..-.... ....... .~ ___--_ ___-=- -7 . ....~ .---~ .____.. . ,--- ----------450----- -- .-..:::..:---- . -1- ,--..............;::;::- -::::...-- .... . · .., .... ... ... ,... ., _ .. ___-_ _---- _ ---.; __ _---~ ~ _ ..-;"1r-----_ .. .. -------- ~ _____... _ ~. _--=-;;;;-. _ _ . __. ..._ ... . __ __ '_ _ -"'" ~=- ~'</'I~O'LIIlI" ~_ ~_..... ___----A' - '\ _,r>-:::;.....~...,.,. ,._' __... _ .~-- · ~-- ---==-~...- . ..- --- 0 .,...' . ",..,. 0'\111 O"W "" _ ~ ,.._00- ......... ...........- ---:::._----,-=-.::.._ .\\' 15' - ~-.. -- ~~ _... -- 0ItAI--=-OLW- LW-OLW-OLW~OL ". ~_.,.". , .....-... ",..,.___",..,._ ,'II'_O\.: OLW_OLW-OLW-OLW-OLW-OLW-OLW- L"- L -OLW-OLW-OLW~OlW-OLW Ol-W-OL"",' O/fA~~ ~----:::-'::::;'-'--1 ~--..--~~ ___---.-J~-,F~~-- ~ O\~-OlW -",.,. ~-=:;-~ ---- - Ol,IU_OL"V-OLW-OLW-O -OLW- ,,-vy W-OLW-OlW _ OLW- ," . -OLW- ~'V . _ ... . _ -~-- - """ - ,~ -OlW- - .....-"'--~ w- L" -OLW ___ ~LW_OLW-OLW- 0 -IW '-OLW_OLW_OLW-OLW-OlW- LW-OLW-OLW-OLW-OLW-OLW-OLW-Q\.'</'I OLW-OLW-OLW-OLW....:.'-O. OLW-OLW-O\.: ~_o ~- 3egin Proposed RetainingWal #3 · · 75' from North property Line, 220' from West proprty line Limit of Work See Sheet A 1.2 1 8-03-01 -00-011 00 ...- $ ~ () I c: Z m --a 0.. o + 01 0.. (/) m m (/) I m m -I r- --a . ~ End Wa #3 OLW .X',! \ '. ~ He CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB ARCHITBCTS LLP Tol 541 485.7389 160 But BlO8llway Pax 541 485-13U B1lJcno, OR. 9740J otflccocmpla.com ------ < 7r (Q)lRl[g@l(Q)INIlQ)[gIf!l~[g~ (Q)!F ~~If!l(Q)mAlfIl(Q)1Nl Ii Wd@MWlJIA.W ~lM@OlM~~lRiOlM@ ~~@ljj}@lM fa Corporote Office: 920 COUNTRY CWB ROAD. SUITE 1008 EUGENE, OREGON 97401-6089 l : CONSULTING 5005 SW MEADOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SU"E100 SALEM, OREGON 97302-1295 ~ WNW.obec.com 1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 ~ \ 1/ "I)).E =0 t ( W- .LAME:TTE ~ VE ~ .00) )AT' S.2~) ST. - C-.~A~WATE~ )A~< C1 TY OF S~PRINGFIELD LANE ~OUNTY Design Team Leader - OBEC Designed By - CMGS Drafted By - CMGS - 01 251 501 - 1001 SHEET NOo '-- -- MIDDLE FORK LOOP PATH SCALE: 111.1001 - SITE PLAN _ - .3 / , /' 18-03-01~00-03101 _ __ __--- _-----~,/--------;:------ / _.1' ' ~ _ _ _ _- _-- _- _.",/ / I / / J ~ __ __ _ __ __ ,/,/ ,/- _--- _- _- _ // /J /' "." ./ ./' "......-- //,/ , -- ..... ~ -- --' .,.....- -,/ '/,/ ------ --- --- ,/ / / / /' / / / -,//./ . _ _ _ ~ ___ '- "'- ..........60~ __ __ __ __ __ ..... ~ ,~ __ __ _ __ ' , ..... ..... -- ..... . - - - - - - - -- / c. _ _ -- - - - - - -- - / / ./ / / / / /' /' ............../ --' "... /' /'" " Jo" /"" I I - - - - - - - - - -::E-:: :::::. :::: ?::: ~ -:... __ 5- ::. --':-::..:':" :::: :::: .:::::- :::.::_ __ __ ..... -- -- _ -- ..... , __ ' ..... -- -- -- -- -- --..... -- - - - - - - ...... - -- - ,/ ,/,/ _IOA-J- - - - -- - - - - - - ,/ - - - -::- - - - - .: ./ / -...... / / / /' /' /' / / ~ ;. ::: .:;:. :::: / ';:. / ; ...... ,/" ,/ - -' ...) / - - -- - - - - - - - -- - ..... -- ..... ..... -- ..... -- -- ,"'" ....."'" -- -- ...... - ..... -- - -- - ...... / - - - - - ./ - - - - - - / ...... --- - / /' /' /~ / / / - ,/,/ /......_ _ __ __ __..........,..... ..... ..... ,"'" ,__ ..... __..... ....._.....' _-- _ _ _- ' __ _-......' / /' /' /./ / I /...... /./ / J /-------1 -- ..... ..........,........... , ...... ........... ...... - .......................... -- ...... - / --- _......- --- /- /---- -- --...... - /' // / ; - /...... .... _ .,.,....,,/ ___ ..-- ___ -'" ...- /' 560- - - -L - -- .::: -- .......... 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"" 1 8-03-01 -00-03000 Top of Bank T axlot Boundary 1 8-03-01 -00-03200 ....... 'r ........ "- '\ 1 \ \ " ~ I~ KEY PLAN ~ ~ . .. ~.,' . 1m CAMERON · McCARTHY GILBERT &SCHEIBE LANDSCAPB ARCHITBCTS LLP Tel 541 485.7389 160 Bast -B1'OlK1way Fax 541 48S.7389 BllIcno. OR. 97401 officcocmpIa.com 7r= @rra~~@1M 1Q)~1j?)Mi1M~00lr @(F ~~Ij?)@mffi\i11J@lM IJ~ ffJ@M~!liuW ~lM@OlM~~IRlDlM@ ~~(glf{]@1M SCALE: 111.100' 0' 25' 50' . 1 00' n.n . Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089 I ' CONSULTING 5005 SW MEADOWS RO.4D, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUrrE100 S.AJ..EM, OREGON 97302-1295 ~ www_obec.com 1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 -- ~~\~~~~ f~\t\C,~c,'\~ ~ 9~~~~~~ ~, ~~~ c.O'iO~ C,~~\)~O~",(Q . ~O"\ MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND ST. - CLEARWATER PARK C1 TY OF S~PRINGFIELD LANE ~OUNTY Design Team Leader - OBEC Designed By - CMGS Drafted By - CMGS - MIDDLE FORK LOOP PATH SHEET NOa SITE PLAN L 1.5 .j . . . . . . . , .j GENERAL NOTES lEGEND SPRINGFIELD -------- LANE COUNTY ~ (E) TREES to be removed 1. Survey information from survey developed in 2008, . by: OBEC Consulting Engineers 920 Country Club Rd., Suite 100B Eugene, OR 97401 T: 541-683-6090 F: 541-683-6576 Survey: August - November 2008 - - II::.- - LIMIT OF WORK LANE COUNTY/CITY OF SPRINGFIELD BOUNDARY FEMA FLOODWAY BOUNDARY FEMA 100-YEAR FLOODPLAIN BOUNDARY ~ (E) TREES to remain - - FDWY - FDWY - FDWY- ......-..-- (E) CONTOURS See Note #5. PROPOSED CONTOURS Erosion control measurements developed by : OBEC Consulting Engineers 920 Country Club Rd., Suite 100B Eugene, OR 97401 T: 541-683-6090 F: 541-683-6576 -FLP -FLP -FLP -FLP -FLP - ------ /i85 _ ., -----.-- 4a2 ff- PROPOSED GRADING LIMITS PROPOSED COMPOST BERM 2. Willamette Greenway Boundary information derived from Eugene/Springfield Metropolitan Area Plan Diagram. ------- PROPOSED FLOATING TURBIDITY BARRIER 3. FEMA Floodway/Flood Plain information provided by OBEC Consulting Engineers. n n n n n n n PROPOSED SUPPORTED SEDIMENT FENCE 11111111111111111111111111111 U 1111111111I11I11I1 PROPOSED UNSUPPORTED SEDIMENT FENCE 4. Approximate erosion control measures and types shown. Fun erosion control plans will be provided with appropriate construction permits. '=;ad~~~by' ~tar~_.~d.tf 5. Grading information provided by OBEC Consulting Engineers. 4A pLAN \IIEW"AT DITCJi ~ECTION, PLAN l TABLE' 1 FENCE"$PActN~:', .... ,FOR:,GENEAAL.AP~UCAn()~ 'INSTAU..PARALLELAl-ONG como,uRS.Aa'~OW$ IN\XIMUM SPAtJNG. .ON'GRADE CUT/Fill CALCULATIONS CUT (CY) FILL (CY) PtlV linlils for~.nt'fenc.e' SU~f8nCe wlr8'm~ s..dlm$nt, feno8 .. 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UetlNJd" ' ]'r=. @fi?a~OOIM 1Q)~1P>~~00if' @!F ~~lP>@mAiiII@1M I rfJ(Q)~W~W ~1M@DIM(g~~DIM@ ~~@Ji]@1M e Corporate Office: 920 COUNTRY CLUB ROAD, SU/TE.100B EUGENE, OREGON 97401-6089 , CONSULTING 5005 SW MEADOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 " ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302..1295 ~ WWN.obec.com 1335 POPLAR DRNE MEDFORD, OREGON 97504-5207 24'!~ .. QeotextiIe grab, elongation value 88 documented by,IILeveI,'B.:manufactur~e . ~;(se.:St8rid$td,Sp8Ci(iCdCns)" C:OMP:QST F.1L'TER ..BER:M ~ I~ : I 24~ /Sediment~, g8Qt8Xli1$ G,EOTEXTI.LE END ,CONNECTIONS, 1 ,'= Q2 T c :i .I;xtg~ g~nd :NOTE:'ThlspIStU..JiQt a /figtIJ ,engfneerIng'dof:umJ1ntbtJt,an eIetronktdupllcate. 11ie or{gIiJBI: $/gned,by-thfJ,e.ngtnserMd' appl'tWfJti:ftJtpublicdon"/s'kept on t1htat'itJfi'OregontJepaitment of'Transpottation. :A copy may,be ~1JpDl;r~. .0:: 04-CIa' -NOTE': .AIl ri1rit9riIiI' 8ndiftAfQl~.cdIfl,:eh8I'bi,iri~'. ',. 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OREG ON 97401-6089 I : CONSULTING 5005 SW MEADOWS ROAD, SUffE 120 LflJ<E OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAMETTE RIVER LOOP PATH S.2ND ST. - CLEARWATER PARK CITY OF SPRINGFIELD LANE COUNTY Design T earn Leader - OBEC Designed By - CMGS Drafted By - CMGS SHEET NOo D 0 R R IS RAN C H G R A DIN G P LAN C 1 .OA \, -- _..- ---.. -. --.. \. o ..... U I- w w I (/') W LU (/') I..{) N + I..{) ...---.-- -... -. 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OR 97401 officoocmpla.com 7Jr=' (Q)(Rlrg(oo)rM IQ)rglPl~(glNJif (Q)!P ~~IP(Q)m~1f1l(Q)rM IJ~ [f1{/{))fMjJ)WIJ~ W ~~@)nWJ~~[RlO~@ $~(g1j1}(Q)WJ . Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 1008 EUGENE,OREGQ N 97401-6089 , : CONSULTING 5005 SW M&DOWS ROAD, SUITE 120 l.AKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ WNW.obec.com 1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 I MIDDLE FORK LOOP PATH O' 25' 50' 1 00' n..rI .. SCALE: 1"-50' MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND 81. - CLEARW A TER PARK CITY OF S~PRINGFIELD LANE ~OUNTY Design Team Leader -OSEC Designed By - OSEC Drafted By - CMGS GRADING PLAN SHEET NOo Cl.5 LEGEND GENERAL NOTES 1. Survey information from survey developed in 2008, by: OBEC Consulting Engineers 920 Country Club Rd., Suite 100B Eugene, OR 97401 T: 541-683-6090 F: 541-683-6576 Survey: August - November 2008 -- LIMIT OF WORK - -- -.. --.....--...~ --- - --..... T AXLOT BOUNDARY SPRINGFIELD LANE COUNTY/CITY OF SPRINGFIELD URBAN GROWTH BOUNDARY -------- LANE COUNTY 2. Willamette Greenway Boundary information derived from Eugene/Springfield Metropolitan Area Plan Diagram. _1_1_1- WILLAMETTE GREENWAY BOUNDARY ------- 485 ........-..~----- (E) CONTOURS See Note #5 3. FEMA Floodway/Floodplain information provided by OSEe Consulting Engineers. 4. Storm Drainage and Utility information provided by OSEC Consulting Engineers. ~ (E) TREES to remain ~ 5. For graphic legibility, only existing 5-ft contours shown. For existing 1-ft contour information, refer to Grading Plans. (E) TREES to be removed 6. At Asphalt Path, 2 ft. gravel edge will exist between Asphalt Path and adjacent Plantbed or Seed Repair areas. ... . , \;0'" " \ '" ,....." R CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPE ARCHITECT, S LLP Tel 541 485.7389 160 IWt Bn:8dway Fax 541 485.7389 Euscnc. OR 97401 otficoGCnlpluom . Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B EUGENEJ OREGON 97401-6089 l : CONSULTING 5005 SW MENJOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRNE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND ST. - CLEARWATER PARK C I T Y 0 F S~p R I N G FIE L 0 LANE (::OUNTY Design Team Leader -OBEC Designed By - OBEC Drafted By - CMGS STORM DRAINAGE AND UTiliTIES NOTES AND LEGEND SHEET NOo CO.2 Taxlot Boundary '" Willamette Greenway Boundary / ~ /~ ~ ~ / ~ ~ / , / ~ ~ / Detention Pond ........ '" '" .... .... - Flow Control Structure ~.... ....- , , ~ ~ ./ .., , " , , Water Quality Swale ' / ~ , / , , / ~ , / '-......_-- / , ~ / , ~ --- /' / / /' / /' /' Limit of Work See Grading Plan See sheet C1.0A /\ ,// \ / \ /'/' '\ / \ / \ // \ _.../ \ -~ \ ----." -- ....... ....... .................- -" --- ~ ----~---..._~~~--...... "- " "- ....... -..... ..,.,.,.,.,......-------- /-, /./ " MIDDLE FORK LOOP PATH .............--...----- -- ...... -.. -.. ........ """'" Proposed Storm Pipe \ \ " " " "- "- "- ....... ./" "'-- "- "- " .......----- --"""" Proposed Storm Pipe "\ " ('- - '\ ~ CjW.J \ . /' ,.".._/ \ ./ " /' "'- / " , / / ,./ ,; ~~~~~ ~~~~-~-~ ----- ........, ........ ........ ....... "- "- \ . \ ,. ~ ---.~ " ..... ~ ,.,-/ -- -'- - - - ,.... . ............... ~/ -------- O~ .,----.---, ~ - '- ~ -- ~,-'- - -...--...--- ..... ~ .~. -- ~- 480-------_______ ~,_ ~ '-'_ '- " " 'l...V ..... '-'-"-',- "'- OD- - ~ ~'" ....... ........~- ------ , ,,- , ....... ........ ....... ....... " ....... '-- , -... '- O. 25. 50. 1 00' n..r1 SCALE: 111.501 18-03-02-00-00802 " ........ ....... " "'- --- ---... ....... / ................../ ----......---... - -..... _/ /" Existing Gravel Road To remain "- , '- ....... "'- "- ........ "'- ......... " " \ U\ o o \ \- - - \ " - ..-, -.." \ \ '-.. "'- '"' "- 'Y9~ "'- " ,,/ \ \ \ \.. ........ ........ ......... " '- ...- - - /, / "- I \ / \ { \ \ \ \ "- J I f \ J I I "- "'- ......... '- ........ /" --........ ,/ -- -/ \ \ \ \ \ \ \ \ \ \ \ \. ". ",". .'''' '" ,!I, -, " "','''~"'-'' I; CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB ARCHITBCTS LLP Tol 541 485-7389 160 But BrG&dway Fax 541 485.7389 Buscnc, OR 97401 otficoocmpla.com fa Corporate Office: 920 COUNTRY cwe ROAD. SUJTE100El EUGENE. OREGON 97401-6089 , : CONSULTING 5005 SW MOOOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET Sf, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obeo.com1335 POPlAR DRIVE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND ST. - CLEARWATER PARK CITY OF S~PRINGFIELD LANE ~OUNTY Design T earn Leader -OSEC Designed Sy - OSEC Drafted By - CMGS SHEET NOo STORM DRAINAGE AND UTiliTIES PLAN C2.0 \ c. -\ --'---@ ----- ----.... -- \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \\ \\ ::: ::: :::: .::: - -@\\ --::: :::41 ~ ~ ~ ~ ~ ~ \ ~ l\ o N DECK Bul/ding ~ '\ 7i OREGON DEPARTMENT OF TRANSPORTATION fa Corporate Office: 920 COUNTRY CLUB ROAD, SUnE 100B EUGEN~ OREGON 97401-6089 I: CONSULTING 5005 SW MEADOWS ROAD, SUnE 120 LAKE osm:Ga OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREff S~ SUITE 100 SALEM, OREGON 97302-1295 ~ WMf.obec.com 831 OHARE PARKWAYMEDFORD, OREGON 975Q4-4{}()5 MIDDLE FORK WILLAMETTE LOOP PATH: DORRIS RANCH - CLEARW A TER P ARK, UNIT 2 CITY OF SPRINGFIELD LANE COUNTY Design Team Leader - Fred Willer Designed By - John BI as Drafted By - BI ake Phil 1 ips WATER AND AT DORRIS SEPTIC SYSTEM RANCH TRAILHEAD SHEET NO. DETAILS 2A-X I~ \Pro j ects \019\019084 \01908401 \Roadway\Del iverabl es \03_Advanced Ph 2\ 14655f _Septi c Detail a dt1 11/10/2009 02~ 11 PM File No. LEG END If' ILLUMINATION LEGEND AND DETAILS' GENERAL NOTES: ~ @ Instoll metal light pole No. (N) for porking lot illumination (S60 Metal Light Pole Table). las/all phofoe/ectronic relay on pole (See TM310J. 1. Locations of poles~Junctjon boxes and conduit sholl be instolled as shown in pions. If confliots arise. pole. junction box and conduit'locotions may be modified in the fIeld with Project Engineer opproval. All lighting equlpmentmusf be placed within Ih~ right-of-way. Place conduit in the soms'tronch os other conduit wh8!iev8r possible. ' 2. AI/materiols and workmanship shot/conform .fo the requirements of the Oregon Standard Drawings (2008), ths Oregon: Stondard Specifications for Construction 1200BJ.City of Springfl8ld' standards. and the standard specificofioflsond special provisions of this contract. 3. The location of existing ,utilities sholl be verified. Coordinat8 all work with utility companies to eliminate conflicts. 4. Illumination system to be operated and maintained by SUB~ Illumination power and to b8 connected direotly If) SUB power source 'per SUB requirements. 5. J /Iumina/ion system must comply with City of Springfield Design Manual. 6. Contractor fo,coordinate wifhCify of Springfield prior to placement of junction boxe$~condu;ts and street light poles to ovoid conflicts with trees. Contact Joke Risley, Wi/lama/one Pork and Recreation District (541-736-4049). fOLES ~ RetaIn and protect existing power pole (Power source). 7. Contractor to submit manufacturer's cut sheets for s1r88t lighting eqUipment. See special provisions for detolls. . METAL, LIGHT POLE TABLE MOUNTING LIGHT POLE TYPE OF OFFSq LUMlHAIRE HEIGHT.. ARM DISTRIBUTION NO" MOUNT (FTJ WATTAGE (FTJ LENGTH TYPE 1 METAL POLE 2.5 100'11 HPS 20' 5.75~1 F-C-II 2 METAL POLE 2.5 100W HPS 20' 5.75" F"'C-I[ 3 METAL POLE 2.5 IOOW HPS '2.0' 5.75" F-C-II 4 METAL POLE 2.5 JOOWHPS 20' 5.75J1 F-C-II 5 METAL POLE 2.5 JOOW HPS 2.0' 5.7511 F-C-IJ 6 METAL POLE 2.5 lOOW HPS 20' 5.75" F-C-I/ 7 METAL POLE 2.5 JOOW HPS 20' 5..75" F-C-II 8 METAL POLE 2.5 100W HPS 20' 5.75" F-C-J/ 9 METAL POLE 2.5 100'11 HPS 2.01 . 5.75"', F~C-IJ . Off set is measured from face of curb fo center of metal pole F-C-II = FuJI-Cutoff-TYP82 Light Distribution, USINETS ~2.t. I nsfolJ bose-mounted service cabinet, 120/240 volt. for illumination circuit (See f>Ng. No. 1-4 and special provisions)" L ' U M 1 N ~HMUI~lu..8 E S J U N .,C T JON B 0 XE S e,-JfI-9 Install lr'xl(y'x12" (min. dimension) precast concrete junction box w/ metal lid ~ Instal/17.1lxl0"xI2" (min.dimensionJ \JlJ precast concrete junction box with concrete apron CQNDUITS o InstalUSJ In. gaJv. stool electrical conduit. CONSTRUCTION NOTES: /f. Run specified conduit and wlre fo Springfield Utiltty Board (SUB) power W" polo. Contoct Tony Tolbot, SUB lS4J-744-J715J.prior fo conduifond wire instol/otlon. ~ Power source location to be determined. A. New Indoor light fixture to be instolled with the proposed removol ~ building. PHOTOMETRIC ANALYSIS WIRf~ , ILLUMINANCE 'VALUES (Fe) ,AVERAGE MAXIMUM MINIMUM ' AVG/MIN MAX/MIN DORRIS RANCH DORRIS RANCH TRAILHEAD TRAILHEAD PARKING LOT DRIVEWAY 1.17 1.13 3.50 3.60 0.30 0.30 3.90 3.77 11.67 12.00 G# Install copper electrical conductors IN:::Number of conductors. $=Size of conductors) Install one No. 10 bore copper ground wire (# ,:: AWG size) fN75:::) , ~\\~Of fJ.c ~\\61 NCt' ~ ~ ~ lSjjfJ3 ~ ~ i A_~~ - ~ ---~-~ 00 NOT SCALE. ~~&~~ ' . cP~ I~. \</\'0 $ DO NOT USE FOR CONSTRUCTION ~ 4N ;: t~'t\''J '-- ~ r ~ ADVANCE PLANS iIJ/I-:!.#JII IIr. OREGON DEPARTMENT OF TRANSPORTATION I~ TRAFRC. ROADWAY SEcnON DKS Associates I<<JOSWRftfu\~U&5O) T~(S03}24W5tO TRANS,ORTATION SOLUTIONS PotIlnd. ~812Ot..fi502 f&)C (503}243-t9M MIDDLE FORK WILLAMETTE LOOP PATH: DORRIS RANCH A CLEARWATER PARK, UNIT 1 CITY OF SPRINGFIELD LANE COUNTY o € S J G NED 8 Y I J · W he e Ie,.. AcCOUPANtEO BY DIGS. T .R..S. DwQ."Jlllt...1- 2 REVIEWED BY. B. Copelond fhru 1-5. DRAWN BY; DKS CAD ....;.;;.; - - - -- - - --- Fe. xxx UPIXX.XX -- -- ---- - - - - - 10-- -----. ............... ~ ...- - - ~ - t[)l.p~~rs' tafC. 3', iOU J ILLUMINA liON LEGEND AND DETAilS ...... ............... - - - ............... .....,.,....,.. ..----. - - - ............... ............... .---. - ~ ]-1A Sir. JO.. Not...w.....-..- 'f.R.5. OJG. M). , X: \Pro ject 5 \2008\P08045-002 (Springfiel d f..t1iddl e Fork \l/ill. River loop Poth.>\Micros t at ion\ 14655_ TR. I OlA 1/11/2009 HARBOR DR. N Z CJ (J) ILLUMINATION PLAN DORRIS RANCH TRAILHEAD PARKING. LOT Ul . SCALE .....::: -A>- -- ':~: ::: '- . 0 15 30 45 :1, FEET 60 . oo~\O\ ~ ~ I :::::.. ~ I ... 1 J J J J I I DORRIS RANCH TRAILHEAD - ........... ........... .- -a-/ / / ...... __ 1"lV .....- ...... ...... ....... ...... ...... ...... .,.,..,.. ....... ........ ....... "..,.,.. . ...... ---- "",.,..,. ....... ....... .,....., ...... ...-- ....... ",.,.,.,.. ~ ........ -....... .......... --.... .......... , ......... ........... .......... .......... --J... o o ~ :: :: 1 r::::=J - -...- ......... ......- - Kiosk Restro'om 1lum, OREGON DE=C~~~~2~~:~~PORTATION OKS Associates 1400SWfifthAvenua.Sule6CO Telephont:{S03)aI3-3SOO TRANS,ORTATION SOLutiONS PoIItnd. Ot1gcRt720l.0502 fu: (S03) 2~1934 tp!..~ts: t>EC .,.. 26'i11 ADVANCE PLANS iliI-:#-'JIJ 00 NOT SCAlE DO NOT USE FORCONSTRUClION MIDDLE FORK WILlAMETTE LOOP PATH= DORRIS RANCH - CLEARWATER PARK, UNIT 1, CITY OF SPRINGFIELD LANE COUNTY DESIGNED BY, ..J. lIhe.tor REVIEWEO BY, B. Copeland ORAWHBYI OKS CAD Fe. xxx MP1XX.XX ILlUMINA liON PLAN $fr. JO. He.. ' ]-3A 1...... 5. DIe.. tilt. ..,." X: \Pro jecT S \2008\P08045- 002 (Spr ingfiel d ~..~iddl e F ark \Vill. River Loop Pothl\fv1icros totion\ 14655~ TR. j 031\1/11/2009 ._..,., ......._.4..._._-.., .. IIOI.OPItAt1W $MSrtOOHPOOXXCt... 0Vt000R ,JfOtOJlafUC. WOkT mr J: 36G49 ISM OAte 7Jfno:H (I.rAlOG'~ $M$1'1~ c.~~tJtt~ SOItttSEl lAItICAT,.,. lUtOJ. f.T..2)~ lAJ1J'; 101W tu.A.t f9IS lA.JlI cmM: I t.AMPtS}, tAlml\MliS1lJJJI: tsoo IteMWAnAGE: t~ l)JM~~~~JCAn" unc.ocY': 7.t ~AXtc': ~.l"OAJ ~At~n' t YSlTK.A.l: 60. (UllVl (Ui~ Ml tUTUf AO#.fJtIAY cuss.: ~,,. Te"KIl -..-....-.--.-................-......... .....; ... ..... ... .... .......... .. ................ .............. .. ..... .. .... .... Nartandtla ObtdtMIUon ..*: . ... '.. . ..... ~~~~~.W.. '#tllJ: . . : .:' /. /..: ;w s.Wi . . ... . . . ... . .... ..........: !./ / ..-:' . . '. . ~ ,,_. :..l .' ...... ..'" )0 .., : :~:":'-". '" .:. -- .... . .. . ~~(:~ ;;>.:~:. ~:~:\. :\= ~ ~ . :.-:.::.t=" ~ J ~ '. ~tiP lAi.. . .-.--..... ".. ..... .. \ . :- : . ::..! ..! "~ 10' z.Ki. . :. .:. . - . :. .:~ ...;... . ....... .. .... +.:~..:~~':. <:-- ',../ l: "JI .. . . .. .... -. . -:: . . . '. i = . , ...~ .. ! 1~rJ' ;...~... .-.' ~~ : .. ... "'. .. ,tot)' . ; ..... . ~ '. . ". . ., ~$I. 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". . . . . . . :' ......~ '. ). ); 4. t. :. :... .:: . '\. . ''O ." . . . . '\ . : :'" .'O .. .. .~. ... .A..... '. . . . .. ........ ... -... . : ! . .' ~ ... ...... '" .... : , . . ... . .... : .2Ofc ~'lft .. . ..1. ..,~ A I!. ~( H~ .~~ 10ft a ,( V_ II . TobI loll: I .$r( ~e.lfc .~Hu(M4. O~tf,Mtj&~oI.OiftW9ht ._4 M.(dV.r~ :-iONAl_8is~" ....... '} -. ...-..................-..--........ ........--..-.......... .... _....! . lONi 1l.\'WC$.1 WII \ lUttUftAtlt . . . . . .. . . .. . . . . ... ...'O ... ... ...... . . - . ... . ........ .->> I,7M.1 ft.)' 2)." .... ),03&.. 311 "'.'b. 0-60 S.15).S 61.6\ 10.11 60-90 1.401.. t~'" 1t.)\ 0.90. lJ~~.) :UA' .~ 8.6- (bolt circle dJa.) BASE DETAIL 8.0' I 241(W) X 361(H) X 8'(0) ---........ 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C~of' a.u$~lb\: fUlL CUTOfF ' Oilt'i~f.On,: lYK 'h, ~T M.u(d, 900egVeR~ 0 IW C4 84 to '90 Oei: 'l.t ~ ~~ ....-......-.... ...-. .. .... ... .,, .. ..... .. .. ~at4Sllfd ~ S.206.' 54-P ~..6HotAt 5~ J~0t9..) 11....~ bawM6 total: 1.1".2 '6..' ~.Stt~~ 0 ill UpwiJ4)t;)Ae Side: . 0 0\ Upwtr4Total; 0 0\ ..._.... ..... . ...._..... ....... .. ... . . ....... II .....f ... .... .. ... .......... ............. Tota.t~: 1.a56.l 16.'" lCS Graph ...' ...-.... {I~t!,1... .... '. -.' Utf J.4I>t.W ,.., '-. 0'- ,I ....-.(.B!4~l...._ \ '\.~ ,/' .... ." ---,.-..... . .... '. "" ,./ ~..' ..." , '/.'" ., .j' ,/ .,....,~- .. ''-'\ \\ i / ...' "'.. \ J : / \ "- u... / } I t::.~'~ " \ t\ ~~).!X'IJ ,. J ,/' "-i;;'-" '. '\ '.....,. .... t .... .-. - " f -I"'" '\. \... - ",'" ..,.,.......,.,.. ti.... ' ; . ...../...... "_! J { ,y'L......-.... 1 .lPt ~ I J ....... .. - l..-r. "'...,. ! , ." ..... ..j _ .......- 't . , ~ .......~.... t.--.......... \... .-.... .., ..... ... '.~ . , J:..-...........:.I.................t.----..-J lPI.lU IM."" Ij'..n .,.,.....,.. t 1 ~ .._"-'- t J;r;. .....n fiN1"ilfIr U "" ~ ...,\.... -. ." - \ ~ .....1'.-............J.... j ,.! ~ ~ t.. ....-.. \ \. .J /", '-'''-''-''1',1 · l . ~ \. ..,# ~ 1. \ .,,,~ ~ \ ,. " , , ....~tQlt \ ..,,~~., . ~ ! IN.. m.tk '.. . #.1, ""1. ! isn,."" a.~ .'\ J' . ..-..... ~..+..' ,~ · t '\ . l "."", ......"".. IN >>mt ". /. .. ".-, IHaSk .~. / Jla'tia 4.. " I\.~W...II. . '.. --. ..~..... .........I\;~ tB.6 h fit la>>..a- , ". l~ " ...- ....... 8acX Ught fONtani Ught Stett.. M-tcs ~ (' Tfl;)~t;4 utfab 2Mt~.. D-'% . .. .. ~ . . .... ...... ... . .. .. . . V... ~k tOQt i.2.lt<<9ifltblaGGt, AQ/,lte.r~ ttabtJ. ~ed data ~ted ffarnrnan.l~ura(l.la fit.. tosed Q\ ffSMA. t~ Method$. MVERfO If( ~j Meter service 120/240. 1 f;J 200 amp. 2.pole. 600 voft (rating). Main Circuit Breaker 15A. i-pole" 277 volt cIrcuit breaker r- aOampI 1.~feJ 480 volt circuit breaker To Restroom 1....-- 30 amp. 2-~e) 480 volt circuit breaker 30 amp. 2..pote r 'Ightingc:ontactor. {i with 120 volt coD 1 To Ilfumlnatian f ctrcult . 1__11 I 2.0'-0'1 ILLUMINATION DETAILS ! _______ 4- Square straight ~ Steel shaft CD MET~L LIGHT POLE ADVANCE PLANS - - I { 120voltsu To PE Control controllfne , neutral ;Jf;/-:#.#-JII 00 NOT SCALE DO NOT USE FOR CONS1RUCTION ~ SERVICE WIRING DIAGRAM 2 DISTRIBUTION.& CONTROL CENTER (DORRIS RANCH & CLEARWATER TRAilHEAD) NOT TO SCALE X:\Projects\2008\P08045-002 (Springfield ~~iddje Fork Vlill.. River Loop Path)\k.1icro'stotion\14655_ TR.I04Al/l1/2009 I I , NOT TO SCALE .r OREGON DEPARTMENT OF TRANSPORTATION 14 TRAFfiC. ROADWAY SEcnON DKS Associates 14CXl sw RfthAveoo8t&iCe 6fJO T~ (503) 2434SOO TIANSPOBTAtaOH SOlUTIONS PoRIend,Of....872G1-&502 fax: (003)2~1934 MIDDLE FORK WILLAMETTE LOOP PATHt DORRIS RANCH - CLEARWATER PARK, UNIT 1 CITY OF SPRINGFIELD LANE COUNTY OESIGNED 8Ya J. Wlheolot" REVIEWED BY. 8.. Copeland DRAWN 8'1. OKS CAD Fe, xxx MPIXX..XX J I I I I f l ILLUMINA TION DEI AILS ]-4A Sir.. 10., No. I.R.S. OJG. 11). GENERAL NOTES: 1. All'moferiols and workmanship shell conform to the requirements of the Manualon Uniform Traffic Control D8v;ces (M.U.T.C.D.J latest edition adopted by ODOT" the Oregon Standard Drowings. City of Springfield Stondards, the Oregon Standard Specifications for Construction (2008). and the special provis.ions of this contract. 2. This plol) is accurate for signing and striping only. 3. Dimensions are approximate. All pavement markings and sign locations shall be approved in the field by the Engineer prior to installation. For resfripe conditions. jf dimensions for existing striping vary from fhos6shown on plonsJ the contractor will provide the Engineer the exlsfing dimensions and gain Engineer opproval prior to resfriping.. 4. S88 detail sheet 55-11 for striping, detoils and sheets 55-12 fhru 55-13 for sign schodule/defails. 5. SeB detail sheet 55-1/ for mileage morker installation schedule. 6. Remove 0118xisting striping that conflicts with this pIon. t8 --f. 8 -..... .0 I /0 I J~ I ~ JIJ~ " ~,~ / I ~~, I '~~- ~:"I " ~ .....j ~.... ~g. fSQ. .... o~ ~ct ... ........ (X)~ tn-<. ( .L E' G E, N 0 ~ Insf.4" yellow line (See Oregon Standard Drawing ~ TM5000nd Sheet 55-11 for details). ~ Insf. 4" white Una (See 0, regon Standard Drow.ing ~ TM500 and Sheet 55-11 for details~) . ~ Inst.l2." while stop bar (See Oregon Standard ~ Drawing TM50J and Sheet 55-11 for detoils). ~ Inst. standard crosswalk (See Oregon Standard ~ Drawing TM503 and Sheet 55-11 for details). ...... o 01 + o o ..;..... .,.,... o + o o SIGNING/PERMANENT PAVEMENT MARKING PLAN MIDDLE FORK WILLAMETTE RIVER LOOP PATH STA.100+00 TO .113+ 15 SCALE ~: '~~~ · o 25 : :: _. :::: · FEET 75 100 . 50 ;Jr' OREGON DEPARTMENT OF TRANSPORTATION /lj TRAFfiC. ROADWAY SEcnON DKS Associates 1400SWRftbAwnue.&ite600 Teleph1n8:(SOO)zt34500 TRAHS 'OBlATION SOLUTtONS Podtt1n4. Oregon 87201-6502 fu: (SO') 2~1834 ADVANCE PLANS 1111-#.#-'11 00 NOT SCAlE DO NOT USE FOR CONS1RUCT10N MIDDLE FORK WILLAMETTE LOOP PATHI DORRIS RANCH - CLEARWATER PARK, UNIT 1 C1TY OF SPRINGFIELD LANE COUNTY Q E S J G N EO BY, J · W he ele l"" ACCOl.lPANfEO 8Y OI'S. _TMXKX~ TUXXX. REVIEWED BY. B. Copeland !1Dd...LB.S.lHIgs 55....2 thru SS-XX_ DRAWN BY, DKS CAD Fe. xxx MPIXX.XX - - - - --- --- -- ---" ~ ~ ............... - - - ~.... SIGNINGI PERMANENT PAVEMENT ,MARKING PLAN . - - '----" ............... .......,....,.. - - ---- ......... ..........,..., ..,."......-- - - - ~ .....---..-... S i,... 10.)(0. T.R.S. CtG. JI).$ S - lOA I [l~1~~S~ ~~. :u. 201.1 I l ...... ..... c.n + o o SIGNING/PERMANENT PAVEMENT MARKING PLAN . . MIDDLE FORK WILLAMETTE RIVER LOOP PATH STA.113+15 TO 128+00 ...... I\) ,0 + o o f\j Cij. -I- 8 ~ i- ~~ ;;:~ ~. Q)~ CiCl) GENERAL NOTES: LEG END SC Ai E ~ n.... JII : : _url. D 25 L 50 LI ~::!!:lnll~ -....J. FEET 75 100 2. This plan is accurate for signing and striping only. ~ I nst.4," yellow line (S, e8 Oregon Standard Drawing ~ TM500 and Sheet 55-11 for detoi/8J. o Insf.mileoge marKer ($8e Sheat 55-11 for detaIls). <~,1 Instal/new sign IN) on new (A{J sign support N ' = Sign Number ' M ::- Moterial Materialoptions are: W ::: Wood "'rrr;= OREGON DEPARTMENT OF TRANSPORTATION '" TRAFfiC. ROADWAY secnoN OKS Associates 1-403a\'AlhAwnuettio600 TeIephont:(503l2~ TAANS'OR fA'ION SOlUTIONS PcctIands0tegan812Ot.s502 falC (603) 243-l834 1. All moterials and workmanship shell con' orm to the requirements of the Manualon Uniform Traffic Control Devices lM.U.T..C.D.J Jotest edition adopted by 'ODOT, the Oregon Standard Drawings. City of Springfield Standards" the Oregon Stondard Specifications for Construction (2008). and the special provisions of this contract. 4. See de/oi/sheet 55-11 for striping details and sheet$ SS-lZ thru 55-13 for sign, schedule/details. ADVANCE PLANS i/;JI~.!-#J DO NOT' SCAle 00 NOT USE FOR CONSTRUCnON MIDDLE FORK WILlAMETTE LOOP PATHI DORRIS RANCH - CLEARW A TER PARK, UNIT 1 CITY OF SPRINGFIELD LANE COUNTY DESIGNEO BY, J. Wheet&r REVIEWED BY. 8. Copolond DRAWN BY, OKS CAD Fe, xxx MPtXX.XX J. Dimensjonsore approximate. All pavement markings and sign locotions sholl be approved in the field by the Engineer prior to, installation. For res/ripe conditions. if dimensions for existing striping vary from those shown on plans. the contractor will provide the Engineer the existing dimensions and gain Engineer approval prior to resfriping. [[XP~S~ OEC. Jl. 201.. I SIGNING/ PERMANENT PAVEMENT MARKING PLAN $ir.1O, ~ . l.R.S. ~IG. ti). 5 5 - 1 011 , ' 5. See detoi/sheet 55-11 for .mileoge marker'installotion schedule. , 19218 X:\Projects\2008\P08045-002<Springfield f\4iddle Fork \l/ill. River loop' Poth)\Microsto-tion\14G55_ TR.SS1~a'11/2009 ...,JIi. VI' o + o o ~~ :: ..:~ ~. --- .....:~ ~~ ~:~~ - ~l :~ :: g ~ ~ GENERAL NOTES: 1. All materia/sand workmanship shell conform to the requirements of the Manualon Uniform Traffio Confrol Devices lM.U.T.C.D.J latest, edition adopted by ODOT, fheOregon Standard Drawings. City of Springfield Standords. the Oregon Standard Specifications for Construction (2008)~ and the special provisions of this contract. End Detail Y Sto. 136+70 LEG END .......,ralR'l'tIll....' 2. This pion is accurate for 'signing and striping only. 3" Dimensions are approximate. All pavement. markings and sign locations shall be approved in the "field by the Engineer prior to installation. For restripe conditions. if dimensions for existing striping' vary from those shown on pions, the contractor will provide the Engineer the existing dimensions and gain Engineer approval prior' to resfriping. 4. See detail sheet 5$-11 for striping details o,?d sheets SS- 12 thru 5$-1 J for sign schedule/detoils. 5. See detoil sheet S$~ 11 for mileage marker installation schedule. ~ = ,: == X:\Projects\2008\POB045-002 (Springfield Middle Fork VJiU. River Loop Path)\t..~icrostotion\14655_ TR.-SSHDKr11/2009 SIGNING/PERMANENT PAVEMENT MARKING PLAN MIDDLE FORK WILLAMETTE RIVER LOOP PATH STA.128+00 TO 142+00 ~ ~ g :J FEET 100 ""... ~ ~' o ,0 Detoil M Sto. 139+80 SCALE.- -::: ::~ ~~~~ ~~:~::::: L o 25 50 75 ]'fL OREGON DEPARTMENT OF TRANSPORTATION I TRAFFIC. ROADWAY SECTION ' DKS Associates ,1400SWRfthAvenue~U.500 TeIepf1oot:~)2434S00 TRANSPORTAllON SOlUTIONS, PoatIand.Ocegonenol-6602 fax (S03)2~1934 ADVANCE PLANS ;//;/1-##-#1 DO NOT SCAlE 00 NOT USE FOR CONSIRUClION' SIGNINGI PERMANENT PAVEMENT MARKING PL A N Sir. JO. tb. T.R.S. D1IG. ~$_$ - 1 DC MIDDLE FORK WILLAMETTE" LOOP PATH: DORRIS RANCH - CLEARWATER PARK, UNIT 1 CITY' OF SPRINGFIELD LANE COUNTY DES1GNEO BY. J. Whoeler- REVIE:WED By.e. CopetGnd ORAWN BY. OKS CAO Fe. xxx MPIXX.XX IE.P~[S~OEC.. 31. ~on 1 ..... ~ ..,. o o {;; o .,.. 8 GENERAL NOTES: LEGE N 0 16 All mot6riols and workmanship shell conform to the requirements of the Manualon Uniform Traffic Control Devices tMlIU.T.C.D,) lotest edition adopted by ODOT, the Oregon Standard Drawings. City of Springfield Standards. the Oregon Standard Specifications for ,Construction (200B}.ond the special provisions of this contract. . 2.. This' pIon is acclJrotefor signing and striping only. 3. Dimensions ore approximate. AIJ"pavement markings and sign locotions sholl be approved in the field' by the Engineer prior to insfollofion.For restripe conditions. if dlmensions for existing striping ,vory from Ihose shown on plans. the contractor will provide the Engineer the existing dimensions and gain Engineer approval prior to restriping. ' 4. 588 detoil sheet 55--11 for striping details and sheets 5$-12. thru 5$-13 for sign schedule/details. 5. See detail sheet S$-11 for mileage marker installotion schedule. X: \Pro ject s\2008\P08045-Q02 ($pr ingf ieJ d t\~iddt e F ark VIii I. River loop Pat h)\"'1icr.QS tat ion\ 14655_ TR. 55 IfJ.ll 11/2009 SIGNING/PERMANENT PAVEMENT MARKING PLAN MIDDLE FORK WILLAMETTE RIVER LOOP PATH ST A. 142+00 TO 156+00 I I ! I i , I I ! I J I (/)0 ~a -. t-.a. -.. 0liC: <A + c o .... 8: + 0, o SCALE 1 ::-~: . o 25 . FEET 100 L- 5D 75 ;Jr. OREGON DEPARTMENT OF TRANSPORTATION 14 TRAFFIC. ROADWAY SECTION OKS Associates I.cGQSWAfthAvenue.Sult600 TeIepbone:(5(13}2434500 TIANS'ORTAT10H SOLUtiONS ~Otegoa87201~ fax: (5CG)2a.te:M ADVANCE' PLANS JiJJI-:#~JIJI DO NOT SCAlE DO NOT USE FOR CONSTRUCTION SI GNING/ P ERMA NENT PAVEMENT. MARKING P LAN Sf,.. H). No. T.R.~ OfG. ~s S - 1 Q,O MIDDLE FORK' WILLAMETTE LOOP PATH: DORRIS RANCH - CLEARWATER . PARK. UNIT 1 CITY OF SPRINGFIELD LANE COUNTY OESIGN~D 8Ya J. Wheehitr REVI~WeO BY, 8. Copeland DRAWN BY. DKS tAD Fe, xxx MP,XX.XX ftl"'~r.s: ote. ~l. (au 1 ~~ P(t ~ ..... O\~ (J)it: i- ~ SIGNING/PERMANENT PAVEMENT MARKING PLAN MIDDLE FORK WILLAMETTE RIVER LOOP PATH STA..165+00 TO 180+ 11' UI + o o ....... -.J ()\ + o o ~~ ~~ ~~ ~~ of.. Begin Detail Y ~ 510.179+37 0'0\ OOJ( . GENERAL NOTES: 1. All materials ond workmanship shell conform fo the requirements of the Manualon Uniform Traffic Control Devices fM..U.T.C.D.J latest edition adopted by ODOT, the Oregon Standard Drawings, City of Springfield Standards, th~ Oregon Standard Specifications, for Construction (200BJ.ond the special provisions of this controot. SCALE . o ~ 25 ~ -...~_............... 50 75 J) l~ FEET 100 L E' G END 2.. This pion is occurate for signing and striping only. ~ Ins!. 4" yellow line (See Oregon Standard Drawing ~ TM500 and Sheet SS- J 1 for detoils). CD Inst. mileage morker (Se6 Sheet 55-1/ for detailsJ. .r OREGON DEPARTMENT OF TRANSPORTATION /Ij TRAFFIC. ROADWAYSECRON OKS Associates 1403SWFifthA~&..\e500 Telephont:(503)243-36CO 11ANSPORTATION SOLUTIONS PoItItwtOregont720t..()602 Fax: (503)243-1934 J.. Dimensions ore approximate. All pO/sment markings and sign locotions sholl beopproved in the field by the Engin8srprior to installotion. For res/ripe conditions. if dimensions for existing striping vory from those shown on pions. the controctor will provide the Engineer the existing dimensions and gain Engineer approval prior to resfriping. <z> o Instal/new sign (NJ on new (MJsign support Install new sign (N) on fence. Sse sheet 5-11 for details. ADVANCE PLANS JlJI-#~.J1JI DO . NOT SCAlE 00 NOT USE FOR CONSTRUCTlON MIDDLE FORK WILLAMETTE LOOP PATHI DORRIS RANCH - CLEARWATER PARK, UNIT 1 CITY OF SPRINGFIELD LANE COUNTY , DE S J GNEO BYa J. Whooler REVIEWED BY. 8. Copetond ORAWN 8Yt OKS CAO Fe. xxx MPaX)C.)Cx. 4. See detail sheet 55-11 for striping details and sheets 55--12 thru SS-13 for sign schedule/details. N : Sign Number M ~ Material Material options ore: 5. See detail she8f 55-11 for mileage marker instol/otion schedule.. W;;::Wood l[.lI.p~~S~ Ott. )~. 20J~:J SIGNINGI PERMANENT PA,VEMENT MARKING P LAN $t... 10. No. 55-tOE l.R..S. 01G.. M). __.____ X: \Pro jecT 5 \2008\P08045-002 (Springfiel d Middl e F arK VIii I tl River Loop Poth)'t..1icros tot i on\ 14655_ TR. S S lGJ.&'11/2009 c:D . ~ -- tf'~""<<~~~~~~~~~<~~~~~€~~€~~~€~~C~~<~~'<~"~l 4" YELLOW LINE CD @) l' 101 l' STANDARD CROSSWALK TWO 1 t WtlltE BARS Install per Standard Drawfng TM530 STOP BAR 11 WHITE BAR Install per Standard Dr4Wilng TM530. .. -. t. A. h'*'. ,. . . ~ ~. - "W 118 'n8 . ,,'" ....~ · . t1!!!'O - . ~ . .. · ......... 0 .. .to . .,A,I ~I~ om . .'t.. cC/J 9 U'J : 9 9_ n1 ijj ~ . Fii . .- . .. .... .~ · 1l OR7-8 . . .. . ... -: & R7..88 .~: 4- white lines 2. All pavement marking materials shall be , Installed as per Oregon Standard Specifications. ~ ~ 17' ~r-3'5.-j 1 1 1- VVhe~~op ~.~ . OVPJ~O <q 36 J CE) ~- 411 WHITE liNE ( END ) Sigh No. 1 Wl-2L l8/IX 18" BIKE ROUTE Sign No. 4 BIKE ROUTE {~::~] ~ Sign No.2 Wt-2R 18t'XIS" Sign No.5 Sign No. J RJ-l 18"X 18 II BIKE ROUTE MIDDLE FORK ~_lOOPPA1H rn Sign No.6 DISABLED PARKING DETAIL (white) M4-12 12"X4/' , 011-1 24"XI8" Dl1-1, 2.4J1X1811 Dl-1e 24'IXI2" Al7-1 12."X9" 011-1 24'IX18'.1 Dl-1C 24"XI211 117-2 12'''X9t; CUSTOM NOTRE~ SIGN FOR SPRINGFIElD UTlUTY BOARD FACIUTIES 16"X22.'1 NOTES: ,1. Removal of existing pavement markings is to be determined in ,the field. Pavement markings and striping .shall'be removed per the Oregon Standard Specifications and project Special. Provisions. ' 31 All paint and pavement markings shall be from ,the ODOT Qualified Products listing. CD r-r 10. - .........., 1 5.5R SIGNING/PERMANENT PAVEMENT MARKING DETAILS Sign No" 7 ($80 Speciol PrwisionsJ SIgn to be provided' by others b PNU<JNGwrtHOAV. OI$AStft'l PEAMff ONLY LTORS SU8JECI' TO TOWING UNDER OM at 1._ .AHOfIHE UHOER OM 811.11$ OR7-8 18"X24" ----. ~ I t 1 i f i I ! I I f I I I I I I I I I I ~~ I 5igl) No.8 R7-8b 18,.IX9" MILE .X.XX 4.6- 1 Sign No.9 W2-1 1811X 18" MilEAGE MARKERS See Special Provisions 6. All signs should be staked and then inspected before installation. 4. For details not shown, refer to the ODOT . Standard DrawingsTM500. TM501 t TM502. TM503, TM51 0 TM520J TM525J TM527, TM535 , and TM539. \. - Lane line dimensions are shown on the striping plans. 5. Type B. Preformed, Fused Thermoplastio Film material shall be used for all arrows, bike symbols. stop lines, and crosswalks. Method B, Thermoplastio, non-profile. 120 mils, extruded material shall be used for permanent pavement lines. Chain/ink Fenc8 STEEL FENCE MOUNTING BRACKET~DETAIL X: \Pro ject s \2008\P08045-002 CSpringfiel d Middl e Fork Viii t t: River Loop Po-th)\tviicrost'ot ion \ \4655_ TR. 5511) III /2009 I (JiI~;~(S' Ole. 31. 201' I MILE MARKER INSTALLATION SCHEDULE MilE MARKER LOCATION' , 113-+40 126t60 139+80 153+00 166+20 179+40 192+60 205+80 219+00 232..20 245+40 258+60 271+80 285+00' 298+20 MILE NUMBER REMARKS 0.25 Install one mite marker for each direction. ' 0.50 Install one mile marker for each directIon. O.7S Install one mite marker for each direction. 1.00 Install one mile marker for each direction. 1.25 Install one mUe marker for each direction. 1.50 Install one mite marker for each direction. 1.75 Install one mile marker for each direction. 2.00 lnstalf one mire marker for each dIrection. 2.25 tnstallone mile marker for each direction. 2.50 Install one mite marker for each direction. 2.75. Install one mUe marker for each direction. 3.00 Instan one mUe marker for each direction. 3.25 Install one mile marker for each direction. 3.50 Install one mUe marker for each direction. 3.75 Install one mile marker for each directlon. IjIr OREGON DEPARTMENT OF TRANSPORTATION Ij TRAfFIC. ROADWAY SECTION OKS Associates t4C06NRfthAvenue.&itG600 TeIepbone:{S03)2~ TIAHSfOR TA TIOH SOLUTIONS PcdSand" ~ 87201.0502 fu: (503) 2*,1934 ADVANCE PLANS . jj jj-:#~-:lj DO NOT SCAlE 00 NOT USE FOR CONS1RUClION MIDDLE' FORK'WllLAMETTE LOOP PATHI DORRIS ,RANCH - CLEARWATER PARK, UNIT 1 CITY OF .SPRINGFIELD LANE COUNTY DESIGNED BYI J. Wheeler REVIEWED BV, 8. CopeCond ORAWN av, OKS CAD Fe, xxx MPaXX.XX SIGNINGI PERMANENT PAVEMENT MARKING DETA IL S Sir. to. No. T.1\.5. D'G..~ S S -:. 11 SIGN SJGN SIGN BORDER' RPDIUS AAROW S~ sua.. COLOR 1, SiGN TYPE OF SUPPORT POST FOOTING REFER TO RENlARKS LEGEND NO. LOCATION DtM:NSJONS WDTH SiZE TYPE STRATE BACK.. TYP~ NO. ~ SECONDARY LENGTH OWG NO. GROUND ' LEGEND .... ~ 6 SIGN SUPPORT lOCATION MN. ~ 1- SIZE. (tN_) (FT) 4/ 21 a: fg 0: DEPTH 0 ..., . a.. ....." 0 !z - ~ ~. 2:$ 8: ~ 0- 0. 1;; a 31 111 U) ~ ~ n. w :l OJ w W ::J ~ :> :i 0 ii: ~ W << 0 0. Q. co 0 t- .... ~ (/J ~ ft.. 2 ........ ~ d ~ ~, Z 0 Z Z Z ~ :J: , ~ w ~ :> u.. z ~ w w .' 0::: i ..J :> J <' ~ > :! Q:: 0::: W co m 0 0 (9 WiDTH HEIGHT t! t! a ~ 0 0 0 > w Ii 0 :e 0 u; ~ ~ en LENGTH 9 ~ N co U'i ~ 0 .... ~ ~ ~ to i>> h fIJ i3 w a. 2 ~ ~ w 0 ~ ~ fJ ~ 0 )( - > ...J a: CD N N N CD (IN..) (tN.) -.r-+ 'I:'" '""" 0....... ~ a - ~ th en ~ 0 W -l W uJ (FT.) ..J UI ... - - ... ti us tt w ~ :i ~ f.O .:- ~cn ~ :;:) -' ~ (!) ffi zC u: ~ ~ :2 :i ~ :i :) 0 w w uJ ~ Z ~ 0 0 ft: W m 0 ~ .z 0 ~ ltJ 0.. n. a. w !Z 0 I- ~ en J ~ 0 :i uJ t- )( OW W N ... l- I- t- .... 00 8 '~ ~ r: ~ I.L. Z 0- uJ ::> 0.. C2 :i ~ ~ ~ It) o~ <<S ~ ~ '" ~ atS ct a w C) z ~ UI b :J "t. ('II C'I ~ to ~ w- tC( :"J ~ -J. co 4( 5 ~ CI)!a Iii :J 0:: 0 , ~ G Z t/) U') t; 8 8 ~ oc- (:) ...... ~ 0 0) 0 N ~ ~ ~ :i :i :i :i :i 0 ~ ~ z ::,) i= ff d.. :J )( lU:i JC- 10 ... ~ 'II:-" ~ 0 <> <<> . 0 2 C Z ~ )( )( )( !~ ~ ~ 2 a ~ z ... '" C'i N N N CD co U) fD wO w lii t; ~ ~ << ~ ::;) ~ " << ~ C) s 0 ~ ~ .q- N .:::t :r w w tr: l4 () i= Si ~ f! ~ :i ':i ::i ~ ~ :i :i :i :i :=i :i :i :i ~ 0.0: A- U) lIJ, e( 4t( Z 0.- 0 U) t- :i U) 0 Ql lij 0:; 0 0 en ........w """" I- .... l- f- ... l- t- l- f- a- t- J- ,-",tL , 1 179+99 L 18 18 '11 X y BK X 1 X 4X4 114" 4~" 4~d X X X 31 Measuted from edge of path. 182+66 L 'If )( Y BK X X 4X4 11 t4a 4t..o" 4...(J" X X X 31 Measuted from edge of path. 192+71R Y1 X y BK X X 4X4 11411 4....0.11 4'.(J1I X X X 31 Measuted /tom edge of path. 194+76R YI )( Y BK X X 4X4 , 11'4- 4'..0" . 4'-.t}rt X X X 31 MeasuJed from edge of path. 204+40 L VI X Y BK X X 4X4 114" 4'.oa 4'-08 X X X 31 Measured hom edge of path.. 210+74R Y1 X Y BK X X 4X4 11.4" 4'-6d 4'..t). X X X 31 Measured from edge of path. 212+62 L '11 X Y BK 'X X 4X4 11 '...411 4'..0" 4'-08' X X X 31 Measured from edge of path. , 216+71 L VI X y BK X X 4X4 11'-4" 4'-6- 4'.()19' X X X 31 Measured from edge of path. 223+35 I.. YI X Y BK X X 4X4 11'-4~ 4'-64 4'-OIt' X X X 31 Measured from edge of path. 227+58 L VI X Y BK X X 4X4 11'-4- 4'-6" 4....0" X X X 31 Measured from edge of palh. 242+50 R Y1 X y BK X X 4)(4 11 '-4" 4f..6" 4....0'" X. X X 31 Measured from edge of path. 250+14 L Y1 X Y BK X X 4X4 11'-4" 4f..6~ 4 !.(l" X X X 31 Measured from edge of palh. 264-+93 L Y1 X Y BK X X 4X4 114" 4...o1ll' 4 '..()II X X X 31 Measured from edge of path. 260+79 L Y1 X Y BK X X 4)(4 11'4" 4t.611l' 4~iI X X X SI Measured from edge of path. 269+97 L Y1 X y 8K X X 4)(4 11'..4" 4~. 4 !..Oil X X X 31 Measuted from edge of path. 281+43L YI X V BK X X 4X4 11.+4- ., to- 4 !..OB X X X 31 Measured from edge of palh. 284+42 R Y1 X V BK X X 4)(4 114ft 4 !..Qolt 4 t(i~ X X X 31 Measured from edge of path. 287+65L Y1 :x y BK X X 4)(4 11'-4" 4!.64t 4 tOM X X X 31 Measuted from edge of path. 289iOB R Y1 X Y BK X X 4X4 11J...4" 4~4t 4t-o- X X X 31 Measured from edge of path. 301+16R Y1 X Y BK X X 4X4 11J4ft 4~~ 4'-o~ X X X 31 Measured from edge of path. 305+44l VI X y' 81( X X ,4X4 111..4- 4'-64) 4t..()" X X X 31 Measured 110m' edge 01 path. , 2 182-+65l 16 18 VI X y BK X 2. X 4X4 ' 114<<1 4t-6- 4t-o- x x X 31 Measuted from edge of paNJ. Vf X Y BK X X , 4X4 111...4- 4t--6" 4t..OfI X X X 31 Measuted from edge of path. 193+54l Vf X . Y BK X X 4X4 11t.4" 4t--6b 4t.o1l X X X 31 Measured from edge of path. 195+50t 203+43 R V1 X Y BK )( X 4)(4 '11~1t 4t-63 4'..{)" X X X 31 Measured from edge of path. ~.' V1 X V BK X X , 4X4 11~. 4'-6~ 4'-0" X X 31 Measured from edge of path. 211+99L X 211+99R VI X V BK X X 4X4 11!..4" 44tfl 4'..(). X X X 31 Measured 110m edge of path. 214+84 R V1 X V BK X X 4X4 114# 4'-6~ 4'..().Jt X X X 31 Measured kom edge of path. 222+06 R Y1 X Y BK X X 4X4 114# 4'-6- 4 '...{)" X X X 31 Measured Ifom edge of path. 226+24 R YI X V BK X X 4X4 11t4Jf 4'-6- 4~" X X X 31 Measured from edge of path. 243+56l Y1 X Y BK X . X 4X4 11'-4" 4'-6" 44r X X X 31 Measured from edge of path. , 248+53 R Y1 X V BK X X 4X4 11 '-4" 4'..().y 4...0" X X X 3/ Measured from edge of path.. 253+27 R Y1 X y BK X X 4X4 11'-4f1 4'...0" 4 '...ov X , X X 31 Measured from edgeofpalh. 258+59 R Y1 X Y 8K ')( X 4X4 11'-4f1 4..-6. 4~..oJl X X X 31 Measured from edge of path. 267+82R Y1 X y' BK X X 4X4 11'-4- 44)". 4f..()'" X X X 31 Measuted fwm edge of palh. 280+20R Y1. X Y 81< X X 4X4 11'+4. 4f..OIt 4 to- X X X 31 Measured fIOm edge of path. 285+62 L Y1 'X V BK X X 4X4 114" 4-.....(;<< 4 !.O'" X X X 31 Measuted tiom edQe of path. 286+42 R Y1 X Y BK X X 4X4 11 '.-.4 " 4~R 4t-O~ X X X 31 Measured from edge of path. 290+19 L Y1 ,X Y BK )( >< 4)(4 11'-4~ 4~. 4'.0" X X X 31 Measured nom edge of path. 302+51 L YI X Y BK )( X 4)(4 11J...4tt 4 '-6" 4'-0" X X X 31 Measuted from edge of path. 304+85R VI X Y BK X X 4)(4. 11J-4'* 4'-6Jf 4'-0" X X X 31 Measured from edge of path. SIGN AND POST DATA TABLE Y BK=BLACK Bl=BLUE BR=BROWN FY=FLUORESCENTYELLOW G=GREEN 0=0 RANG E R=RED RB=REO-BLUE SW=SILVER..WHITE W=WHITE Y-YEU.OW YG=YELlOW-GREEN 2) NOTE: L.C.R ARE LOCATIONS OF POSTS FACING THE SIGN. L-LEFT POST C=CENTER POST R=:RIGHT POST 4j NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE EXCEPT FOR SPEeD ZONES. SCHOOL ZONES, OBJeCT MARKERS AND MILEPOST MARKERS. EXAOT LOCATIONS ARE TO BE DETERMINED BY THE ENGINEER. .r OREGON DEPARTMENT OF TRANSPORTATION ,,~ TRAFFlC- ROADWAY SECl10N OKSAssociates 14(X)6WRfthAvenue.~5O) T~(S03)2434S00 TRAHSPOft TAllON SOLUTIONS PoItJancf,Oregon 97201-6502 fa)( (5C9) 243-1934 ADVANCE PLANS 3) DISTANCE FROM EDGE OF TRAVEL lANE. FACE OF CURB, GUARDRAI~ OR BARRIER TO THE,CENTERLINE OF FOOTtNG. FOR ADDITIONAL INFORMATION SEe STANDARD DRAWINGS TM600f TM602 AND TM635. 5..1 MINIMUM DEPTH OF FOOTING FOR TRIANGULAR BASE BREAKAWAY AND MULTI-POST BREAKAWAY INSTAllATIONS IS FOR A 21 DIAMETER FOOTING. FOR ADDITIONAL INFORMATION see STANDARD DRAWINGS TM601 AND TM602. ;//;/1-:# .!.J!I 00 NOT SCAlE 00 NOT USE fOR CONSTRUCTION MIDDLE FORK WILLAMETTE LOOP PA TH= DORRIS RANCH - CLEARWATER PARK, UNIT 1 CITY OF SPRINGFIELD LANE COUNTY OESIGNED BYe J.WheeJer REVIEWED BV. B. Copelond ORAWN BY: OKS CAO Fe. xxx MP~XX(rXX I Ek.p.~t;$' ~~_" !i:-ffi"iJ SIGN AND POST DATA TABLE Sff"'. 10. fib. 1.1t.5. DIG. N). 5 S - 1 2 X:\Projects\2008\P08045-002 (Springfield ..,4iddle Fork VJiU. River loop Poth)\~.~lcrostation\14655- TR.SSI~1/11/2009 SIGN AND POST DATA TABLE SIGN SIGN SIGN BORDER RAOIUS AAROW SiGN SUB- COLOR t, SG\ll TYPE OF SUPPORT POST FOOTING REfER TO REMARKS . LEGEND NO. LOCATION DI&ENSiONS WOTH SIZE lWE STRATE 8J'.CK.. TYPE NOr ~ SECONDARY lENGTH oWO NO. GROUND ,LEGEND t: 6' 6 ~ SIGN SUPPORT SIZE (tN.) (FT) LOCATION MN. ~ U> 4/ 2/ 0.. !e. DEPTH 0 ....., i ~ Q.. .... .".... ~ 2: 0- ~ (L I--- Z c 31 te Q. is ~ ~ W {/} .:J UJ W W :) ~ ~ J :is 0 0 G: 0- ft.. ~ VJ m 0 J- ~ fe- (I) ~ 0.. ':i ~ i: :d ~ ~ Z 0 Z 0: :t: W Z Z I- ~ . ~ (!) ~ ~ ~ oJ ::) J J " u. ~ z CJ ~ ~ 0:: UI liS UJ ~ 0 (!) ~ fl.. > 0 in ~ lENGTH ~ 9 <r- N C) tn .0 ... WOTH HEIGHT ~ U) :;) 0 0 ~ tt: W :i w << ii.i ~ ~ ~ "t' 2 ~ ~ h it. ~ ~ F w (0 Q. Iii :E ~ ~ ~ ~ 0') ~iO :i -I - X - 5 en g ..J W ~ ~ <( W CO (FT.) w N N '" (iN.) , (IN.) ~ <( - - ~ I- m t- e:: a ~ ~ ~ V"" - - - I- W (!) W cr: ~ u: :i :i :i i! :i :!: '* 1t! w LU uJ m ~ S ~ :S ~ ~ 0::: tU 0) ...J zO :i 3 0 U) ~ c w 4'( iii m l- N t- t- l- I- , .2. (] Q... 0.. n. 0 ~ ~ :i )( o~ w t- oO 0 < w ~ ~ ~ l: u... ~ Z 0. W :) Z 0.. ii: ::i :i ;3 ~ &t) m 04 Cli5 ~ ~ ~ ~ ~ w- e w J ~ 0 Q.. c#. w :l ~ w 0 ::! N ~ air( <<S (I.)!l ~ l- => or ~ J ~ C) m z !S U) Ui Uj.2 t; ~ 8 ~' y- g ,... re ~ ii 0 g fa 0 ~ ~ 5 2: i= !5 ~ )( JC- 2 w ~ :i: :i :i :E 2 ~ Z )( X 'f:'+ "'t"'" ~ <<~ w Z 0: :& 3 ~ z a ~ l- ~ .., X t\I ~~ ::J (lit N N to N to Ii; ti t '~ 0 a :) (!) m (!) l3 ~ 2 ~ ...., (') ~ (! :! f! ~ ~ :i :=i ~ ~ ~ ~ Jfa: J: ~, ~ ~ t: lfj f i ~ e :i '-' Q.. Q.. U) < < ,<( z en :i U) (;) 0 0 0 0 l- I- l- t- t- I- 4 308+49 R 24 18 G X G SW X' 4 4X4 11k..3" 4'-6. 6#-0" X X X 31 Mea$uted from edge of path. 4a 308+49 R 12 4 G X G SW X 4a Mount beJowSign No.4 6 308+49 L 24 18 G X G. SW X 6 4X6 16J-10" 4'-6" ,6~. X X X 31 Measuted from edge of path. 6a 24 12 G X, G SW X 6a , Mount be/owSign No.6 308+49 L , G X G SW X 6b , Mount be/owSign No. 68 6b 308+49 L 12 9 , Signs to be installed on proposed chain 7 180+11 L 16 22 7' link fence. Signs to be provided by olhelS. 182+06R 183+15L 183+17 R 185+60 l 188+57 L 191+27 '- 191+48R , 191+48 R , 194+41 L . 197+30 L 200+09 L 202+44 L , 205..03 L 205+03 L 208+60 L 212+23 L ;, 215+14L 217+80L 220+75L 226+01 L 8 307+99 R 18 24 B X BL SW X 8 X 4)(4 114j- 3'.O~ 4~. X X X 31 Measured hom lace of curb. 8a 307+99 R 18 9 8 X BL SW X Sa Mount belowSign No.8 8 308+16 R 18 24 B X BL 'sw X S X 4X4 11t..6~ 3't()- 4 '..(). X X X 31 Measured Iiom face of curb. 8a 308+16R 18 9 S' X BL SW X 8a Mount belowSigf) No.8 , I -y BK=BLACK BL=BLUE SR=BROWN FY=FLUORESCENT YEllOW G=GREEN' 0=0 RAN GE R=REO R8=RED.BlUE SW=SILVER.WHITe W=WHITE Y=YELLOW YG=VELLOW-GREEN 2../ NOTE:. L.C.R ARE LOCATIONS OF POSTS FACING 11-IE SIGN. L=LEFT POST C=CENTER POST R=RIGHT POST 4j NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE EXCEPT FOR SPEED ZONES. SCHOOL ZONES. OBJECT MARKERS AND MILEPOST MARKERS. EXACT LOCATIONS ARE TO BE DETERMINeD BY lHE ENGINEER. =gr. OREGON DEPARTMENT OF TRANSPORTATION /I~ TRAFFIC. ROADWAY SEcnON OKS Associates t44>>SWfifthAwnue.SuU600 T~:(S03)24U500 TRANS PORTAl.ON SOLUTIONS Port18ftd. 0teg0ft9720t.0502 Fax: (503) 24$01934 ' 3../ DISTANCE FROM EDGE OF TRAVEL lANE, FACE OF CURB. GUARDRAIL, OR BARRIER TO THE CENTERUNE OF FOOTING. FOR ADDITIONAL INFORMATION ,SEE STANDARD DRAWINGS TM600. TM602 AND TM635. 5J MINIMUM DEPTH OF FOOTING FOR TRIANGULAR BASE BREAKAWAY AND MULTI-POST BREAKAWAY INSTAllATIONS IS FOR A 21 DIAMETER fOOTING~ FOR ADDITIONAL INFORMATION SEe STANDARD DRAWINGS TM601 AND TM602. ADVANCE PLANS ;//;// -:!.#JIJI 00 NOT SCAlE 00 NOT USE FOR CONSTRUCTION MIDDLE FORK WILLAMETTE LOOP PATH: DORRIS RANCH - CLEA,RWATER PARK. UNIT 1 CITY OF SPRINGFIELD LANE COUNTY DESIGNED BY. J. Whooler RE.VIEWED BYI B. Copel<;and ORAWN BYl OKS CAD Fe. xxx MP.X)(.X)C 1(1P~t:'S Oft. 31. 20lt J SIGN AND POST DATA TABLE 51r-.1O. No.. 1.1.5. OIG., N).. 5 5 - 1 J X:\Projects\2008\P08045-002 (Springfield ~1iddle Fork \&/ill. River Loop Poth)\Microstation\14G55_ TR.SS1:fil/11/2009 SIGN AND POST DATA TABLE . SIGN SIGN SiGN BORDER RADiUS ARROW SIGN Sos. COLOR t, SIGN TYPE OF SUPPORT POST FOOTING REMARKS lEGEND REFER TO NO. lOCATION DIMENSIONS WIDTH SIZE TYPE STRATE BACK. TYPE NO. ~ SECONDARV LENGTH OWG NO. GROUND lEGEND ~ 0 (1 SiGN SUPPORT S!ze. (IN,) lOCATfON MU.f. 4/ 2/ ~ @.., ~ ~ (Fl) , DEPTH )( 0' 0... ~ 0 !Z B ~. ~ A. ~ 0.. t; 31 - n. ~ B: Ul ~ UI :> w ~ ~ :;) I :::t 2 u: ~ (4 << ~ ~ 0 to (J !z ~ (IJ :i [ ~ M z uJ () ~ tr:: :E ~ ~ << ~ <' i ~ id 5 :J :.l ~ z E! D; 0 ii 2 0 0 w ~ C) N waDTH HEIGHT a- t; ~ 0 ~ Ii w ~ :i ; iij lENGTH .~ 9 ..- co ~ i:J -0 ..... ~ 1t ~ a' fD. a (\I ~ ~ w l4 :i CO 0 .- .- ~ ..... 0 .... .... ClI') Gl <:) :i - ~ ~ w Hi w N N N N U) (IN-) (IN-) - m ~ ..J i (FT.) ..- ... ~fR - - ~ ~ Iii t; ~ ~ ~ ~ ..... Q) ... ~ ~ ~ ~ W w F ~ ~ C) CO ~ i5~ it ~ ~ i! i! t! ::i i! :i .z 8 0.. ~ W ~ ~ :l 0 :i W, Ii; ~ )( u.f .... t- oO i: 1= 1: w :) ~ E I :! ~ ~ G($ Ad ~ ~ ~ ~ ~ ~ w l3 ::l ~ ~ '" ~ o~ m ~ Gl5 ~ii ~ Iii ::J 8 ~ t C) G) z 5' ~ It) .~ 0 CI) S .,.. ~ ~ Ie fl a 51 r:f ~ ~~ tt:. ~ ~ ::i :i 0 5 z ~ ~ z ;:) )( x Ita ~ ~ .. -.:- ~ Z 0 l.L. X )( ,$1 w ~ ~ ~ ~ 'Gi ~ ~ ~ (.? 12 '" f3 .., C'I :) H N {b (If ib co to i 0 a t: ~ 1: ~ ~ 11ft .. ~ ('I') i! i! i! ~ i! f! i! i! ~ i! i! i! _a. 0. z Q CI) :i U) 0 m 0 en !i () (.) fJ) ~ ~ 1 101+09 R 18 18 YI )( V 8K 'X 1 X 4X4 11....4' 4".0. X X X 103+'7 L Y1 X Y BK X , X 4)(.4 '14' 4~o- X X X .1 fO+-78 R VI X Y SL X X 4X4 11411 4'..0. X X X 119+38 R VI X V BK X X 4X4 114. 4~O" X X X' 123+59 L VI )( Y BK X X 4X4 11411 41.0. X X X . '135+78 R VI X V BK X X 4X4 114. 4'..Q X X X 144+68 R V1 X .y BK X X 4X4 11'-4. 4f..()" X X X 2 101+71 L 18 18 VI X y BK X 2 X 4X4 114.tt 4'..(r X X X 102+-86 R VI X y BK X X 4X4 11411 4'..tr X X X 112+05L , Yt X y BK X )( 4X4 11t+4.t 4~cr X X X 121+38L Y1 X y BK X X 4X4 ' 11t+4.Jt 4'..0. X X X 122+70R Y1 X y BK X X 4X4 114. 4'..tr X X X 136+10L Y1 X Y BK X X 4X4 114- 4'Q X X X 145+52 L Y1 X y BK X X , , 4X4 f 1 t.4# 4'+0" X X X 3 100+20L 18 18 R X R SW . X 3 X 4X4 10t9- 44..0' X X X 101+43 R 18 18 . R X R SW 4)(4 10t9- X 3 X 4'...tY X X X 101+90 L 18 18 R X If SW X. 3 X 4X4 1V-91r 4'.(j" X X X X 4 fOO..50 R 24 18 G X G SW X 4 4X4 t1!..31r 5t..{Y X X X 4G 100+5Q R 12 4 G. X G SW X 4a ,".., 5 100+25 R 24 18 G X G SW X S 4X6 15.-10" * 5t.O. X X X .. Refer to sheet SS-10A for sIgn location. Sa 100+25R 24 12 G X G SW X Sa 6b 100+25 R 12 9 . G X G SW X Sf) . - 6 99.,1 R 24 18 G X G SW X 6 4X6 15..10" . X X X · Refer to sheet SS.10A for aign location. 100+50 R 24 '8 G X G SW . X 6 4X6 15..10. X X X 6a 99+11 R 24 12 G' X G SW X Oct. 6b 99+ 1 f R 12 9 G X G 8W X 6b 'C' ~ !I BK=BlACK 2:./ NOTE: L.CJR,ARE LOCATIONS OF POSTS 4j NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE BL=BlUE FACING THE SIGN. EXCEPT FOR SPEED ZONES, SCHOOL ZONES~ OBJECT BR=BROWN L=lEFT POST MARKERS AND MILEPOST MARKERS. EXACT lOCATIONS fY=FlUORESCENTYEllOW C=CENTER POST ARE TO BE DETERMINED BY THE ENGINEER. G=GAEEN R=RIGHT POST r OREGON DEPARTMENT OF TRANSPORTATION 0=0 RANG E TRAFAC.ROADWAYSEcnON R=RED '5) MINIMUM DEPTH OF FOOTING FOR RB=RED.BLUE 3) DISTANCE FROM EDGE OF TRAVEL LANE, . TRIANGULAR BASE BREAKAWAY AND OKS Associates 1<<10 IWI Afth Avtf'fJt. &.ilo 600 T~(S03)2~ SW=SILVER-WHITE FACE OF CURB, GUARDRAIL. OR BARRIER MULTI-POST BREAKAWAY INSTALlATIONS r '"" TRANsrORTATION SOLUTiONS PodIand, ~ 812Ot-6S02 fa)(: (503) 241934 W=WHITE TO THE CENTERLINE OF FOOTING. FOR IS FOR A 21 DIAMETER FOOTING. FOR ADVANCE PLANS Y~YEU.OW ADDITIONAL INFORMATION see STANDARD " ADDITIONAL INFORMATION see STANDARD MIDDLE FORKWILLAMETTE LOOP PATH: VG=YELLOW.GREEN DRAWINGS TM600. TM602 AND TM635. DRAWINGS TM601 AND TM602. ~!BOr(.fu DORRIS RANCH - CLEARWATER PARK, UNIT 1 ;$1 ~~Gl Ntt-Ii' ~ iliI-:#Y-J1j CITY OF SPRINGFIELD ~, ~~~~ ~ LANE COUNTY DESIGNED BY, "'a Wheeler ~ REVIEWED 8Y, 8. Copotgnd ~~ DO ,NOT' SCAlE DRAWN BV. OKS CAD ~ ~"Itt. \~ ~ Fe. xxx MP.XX.XX "l4N K-:- tfj~<'; . DO NOT USE fOR CONSTRUCTION tf.)tP;~ES' DEC. ) '. lOt ~ I \.. ~ SIGN AND POST DATA TABLE Sir. to. Mo. J.R.s. OlG.~. 5 S - 1 4 , J 1 i f I l I I J I I I I I f f r I I I I I . I I i I I l. X: \Pro ject s\200B\P08045-002 (Springfiel d Middl e Fork V/il1. River loop Po-th)\tv1icrostat ion \ 14655_ TR. 55 l.fil / 11 /2009 . SIGN AND POST DA TAT ABLE ~ SIGN SIGN SIGN BORDER RADIUS AAROW SIGN SUB.. COLOR I, SIGN TYPE OF SUPPORT POST FOOT~ REFER TO REMARKS LEGEND NO. lOCATION DIM:NSIONS WIDTH SIZE TYPE STRATE B.6CK- TYPE NO. ~ SECONDARY lENGTH OWG NO.. LEGEND ,... GROUND ~ 6" 0 SIGN SUPPORT S2E (IN.) (Fr) LOCATiON MN. ~ 0 l- 4/ 2/ ~ t1 << DEPTH 0 !z g , ;:: ~ X S: ~ P. G- o.. ~ 3J w i5 ~ :i a.. UJ :> ~ ~ ~ ~ << ~ 1 ~ :i 0 0 a: (D 0 !Z ..... f- ~ Q. :i ........ . ~ d ~ z 0 .:I: !2 w ifi ~ ::J Z Z Z u.. ~ z ~ ~ le .. 0: ~ -I :::t 6 (!) ~ ~ :! ~ ~ 0 ~ U) 0 Hi 0 0 ca ~ G 9 ~ Ol) 'll 0 WDTH HEIGHT ::) tU ~ :t ~ <0 LENGTH ""'" ~ ~ ~ t f..l ~ fo ~ ~ (I) ~ 5 b id w co t.L In :2 :i << W to ~ ...... ~ ~ ~ 0 (tN.) (IN.) ~ "* .:"'" ~0 :5 == ~ == to CD ~ C ~ ..J W ~ ~ (FT.) w N C""i <D ..... t- .:) .... W 0: C) W ~ ~ ~ zO a:: :i ~ :i :5 :E :i ~ ..... w w w w ~ z ~ 2j ~ ~ 0: w m :i 3 0 UJ U) 0 UJ Q) .5 0 ~ 0- tl. ~ W ~ to- ~ en :.l ~ 0 :i t; X o~ W to- t- .- .... l- I- W Z ::l Il. << i :.i ~ ~ 0_ 0 4: 0 ~ ~ 8! ~ :) w ~ Z ~ ;i ~ ti :l 0 "( N ~ 0< to ~ 6lJ ~ 4Ii$, c(J c.S ciJ ~ w(/) ~ to- => 8 a: * ~ (I) z UJ rn U) ~ U) I- 0 It) t> ~ 0 ~ t.O 0 m 8 ~ i3 U)- ::i :i ~ i 0 ~ ~ ~ z ~ ~ I- 4.. ;) )( W:i 0 0 .- t; ~ to ~ T" 0:6 eJ ~ . t5 0 2 ~ )( X X ~,t; U) ~ z :s ~ I- :l ~ N N ~ N ('lII N 4D co :J: ~ ~ 0 US ~ a 0: :;) ~ ~ f- CS ~ X t 0 a v '1' ~ :':) ::! :i ~ ::E :i ~ :t t! :i i! t! :$ If ~ w :i e fij 0 t= tt. :! < ~ Sw ' , ::i :i 0- 0 W Z A. 0 (I) l- f/} to (I.) W 0 0 (I) ...., l- I- t- l- t- i- l- I- I- 8 - 18 ~4 B X BL SW X 8 X 4X4 11~N 3~d 4'-0- X X X 31 Measured from face of cum, 8a ... 18 9 B X BL SW 'x Sa Mount befowSign No.8 8 - 18 24 B X BL SW X 8 X 4)(4 , 111.0- 3~a 4'-011 X ,X X 31 Measured Iiom face of cum. 8a .. 18 9 B X BL SW X 8a Mount belowSign No.8 , , , , , " , , I , , , , , . y 2) r OREGON DEPARTMENT OF TRANSPORTATION BK=BLACK NOTE: L.C.RARE lOCATIONS OF POSTS 4j NOTE: THE LOCATIONS SHOWN ARE APPROXIMATE TRAFFlC · ,ROADWAY SECnON Bl=BlUE FACING THE SIGN. EXCEPT FOR SPEED ZONES, SCHOOL ZONES. OBJECT BR=BROWN l=LEFT POST MARKERS AND MILEPOST MARKERS. EXACT LOCATIONS OKS Associates, t400SWRNlAwnue.SUte500 T~~)2434500 FY=FlUORESCENT YELLOW C=CENTER POST r "' 1 RANs,tSIATtON SOLUTIOM$ PoRfanrJ. Oregon 97201-6502 Fax: (5Cl) 243-1934 ARE TO BE DETERMINED BY THE ENGINEER. ADVANCE PLANS G=GREEN R=RIGHTPOST MIDDLE FORK WILLAMETTE LOOP PA TH: O=ORANGE DORRIS RANCH -CLEARWATER PARK, UNIT 1 R=RED MINIMUM DEPTH OF FOOTING FOR ~ 5j ~\\\) lEOf /JI CITY OF ,SPRINGFIELD RB=RED-BlUE 3J DISTANCE FROM EDGE OF TRAVEL LANE. TRIANGUlAR BASE BREAKAWAY AND ~ ~61'lte- ~ ;//;// -#.#jlJl LANE COUNTY ~ 18.S03 ~ ~ SW=SILVER-WHITE FACE OF CURB. GUARDRAIL. ORBAMIER MULTI..POST BREAKAWAY,INSTALlATIONS ;~Itr~ r- OESIGNEO ,8 Y I .J. W heel or W~WHITE TO THE CENTERUNE OF FOOTING. FOR IS FOR A 2' DIAMETER FOOTING. FOR REVIEWEO 8Y. B. Copeland 00 NOT SCAlE DRAWN 6Y.c OKS CAO Y=YElLOW ADDITIONAL INFORMATION see STANDARD ADDITIONAL INFORMATION see STANDARD Fe,xxx MPIXX.XX ~ ~7'lt~ ~ ~ YG=YELLOW-GREEN DRAWINGS TM600. TM602 AND TM635. DRAWINGS TM601 AND TM602. 'P14N ua~~\,; DO NOT USE FOR CONSTRUCTION SIGN AND POST ~ '- ~ J~lI.~~ES~ ~(. ~l~ ~~o~, J DATA TABLE 55-15 Sfr. JO.. ~_._ t.R.5. O~ ~ X: \Pro jac t s \2008\P08045...Q02 (Springfield l\.~iddl e F orkVJiI t a River loop P01-h)\MicrOSTo-tion \ 14655_ TR. 55 1 ill / 11 /2009 LEGEND -- - -- - -. ~ ~ --.-.... ---..... -- -... SPRINGFIELD -------- LANE COUNTY _1_1_1- _. _ 9 _. -. -----. ----. ~.- ....... .. .. ....... "II, ~ ,\Ii, ,\Ii, - ,..... - ,..... - ,..... - ,.....- - OLW- OLW- OLW- OLW--- OLW- -fLP -FLP -FLP -FLP -fLP - - fOWY - FOWY - FOWY- ------ IIRr.:; f\../.....J___---- ~ ~ o G G fi) ~ e o GENERAL NOTES LIMIT OF WORK ~ 1. Survey information from survey developed in 2008, by: 08EC Consulting Engineers 920 Country Club Rd., Suite 1008 Eugene, OR 97401 T: 541-683-6090 F: 541-683-6576 Survey: August - November 2008 UPLAND PLANT COMMUNITY - tailored seedmix TAXLOT BOUNDARY LANE COUNTY/CITY OF SPRINGFIELD URBANGRO~HBOUNDARY . LOWLAND PLANT COMMUNITY - tailored seedmix WILLAMETTE GREENWAY BOUNDARY 2. Willamette Greenway Boundary information derived from Eugene/Springfield Metropolitan Area Plan Diagram. WILLAMETTE GREENWAY SETBACK. 16.254(4)(b) GOAL 5 RIPARIAN CORRIDOR BOUNDARY . 3. FEMA Floodway/Floodplain information provided by OSEC Consulting Engineers. RIPARIAN PLANT COMMUNITY - tailored seedmix RIPARIAN SETBACK · 16.253(6)(a)(i) WOODLAND PLANT COMMUNITY - tailored seedmix 4. Soil types on the site are classified in the Lane County Soil Survey: Dixonville-Philomath-Hazelaircomplex, Chehalis silty clay loam, occasionally flooded, Newberg loam, floodplains, and Panther silty clay loam, poorly drained soils, swales, benches on foothills adjacent to valleys of the Willamette River. . TOP OF BANK ORDINARY HIGH WATER LINE (OHWL) ORDINARY LOW WATER LINE (OLW) FEMA 100-YEAR FLOODPLAIN BOUNDARY IRRIGATED PLANTBED AND STORMWATER TREA TMENT.FACILITY - See Sheet L2.0A for planting guidelines 5. For graphic legibility, only existing 5-ft contours shown. For existing 1-ft contour information, refer to Grading Plans. FEMA FLOODWAY BOUNDARY 6. At Asphalt Path, 2 ft. gravel edge will exist between Asphalt Path and adjacent Plantbed or Seed Repair areas. (E) CONTOURS See Note #5 LANDSCAPE REPAIR - tailored seedmix - Repair disturbed area impacted by construction EXISTING TREE To Remain t M'I'D:D,LE:F'DR.K.PATH :PiIANT:C.a:MM:.~UN..ITY' t 1!i~~~=J~~~~~~~~=~~J~~!~i~~=-~=]="~~~~;fY~i=I3~~~i=t~=~~~~., SIEDLINGT:Rl:ES II 1,.1. I *: r i -:~~"'~4>"""<"''''''''-~='--r-~''''''~'''''~''''^.'"~''''''''''''>~''''''-:'''''~':~......""....,,,,,,".~,,,..~....................<...,-t..,~,:,,,~,,:,,:,'~"~:~'.-:~;'.""":~:=_..''''',...,'''''~'''.~.,.M''.<'~~''''''"''.l';;...~''..v,....:~<~:'.-:..,,-'~""~""'.....<.":"'v".,~'''''''.'''.'''''.~'f.~.....''.<".v."..,..~~."',.~...,""''''..<M#~.~...,...~~,.,'.~~~~''''w.......~:,.,.;.,~<<_.;''.~:'.........,~"'.~.." 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EXISTING TREE To Be Removed ACE MAC ALN RUB FRA LA T POP TRI DORRIS RANCH .PARKING LOT PLANT COMMUNITY H CAMERON · McCARTHY GILBERT &. SCHEIBE LANDSCAPB ARCHITBCTS LLP Tol 54J 485-138~ 160 Bat B1C8dway Fax 541 485-1389 BvB=o. OR 9140J Qffk:oocmpla.c:om ."'.."'-...~:"""'......".""".;~~~",.r._4""'l.W<f<.t'<<.,...''''''$<T~''''''"'','''''','''''''.'''''-''''"iWC''...#;"""<;"""""h':'."';,..,l'i'i-4""."..-."...........,~*''''v.-''''''''',~'..,w''''''''''.,'''.'''~-=,..'.."..''''',....'''''''""'*""..-4-?'''''i''''.k.-=.''''''..~..''w....~~..''''''''''''''''''."..>~~'''.M;'''''~'''''''F'.,'''='''''''"..,.,.''''~...'''-"'*'''''.''''''W.''''=~'."'''''R=,=~'''';=~,'''''''',s'''..~'-'J.'''''''~.if'''...~'''''-'''iU''''''.'':,,,<.:."'"...."""""._""=v.~""'~..,.;;""."'..i_=-"< Key !Bo1anicall\tame iCommDn- NDme ! 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ENGINEERS 2235 MISSION STREET SE, surrE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPlAR DRIVE MEDFORD, OREGON 975CJ4..5207 THU PLI MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND 81. - CLEARWATER PARK C IT Y 0 F S~P R I N G F 1 E L 0 LANE (:OUNTY Design T earn Leader - OBEC Designed By - CMGS Drafted By - CMGS SHEET NOe LANDSCAPE PLAN NOTES AND LEGEND LO.2 / , , / ~ / ;# · 7' " ( / ~: I' ~ . t.~ ~ I 6'/ / ~ .Jtj , / ~r:"1~ 0 ?5 \""" -ot .....~ ~\ ~ 'll..t. . :. t,~"'.r,~\~~ ., / (~~~ / 1.-":, ......0\ ..~ ":~ . 'h' / A 1,'~~&~Xr, / Proposed Parking (21 spaces) %" , t '8' "1\.::~ff~~:"'\:":~~~ ....~. I Retalan'lng Wall ~... .....)~!~. ~,~t .\ ..... )'.~. / .... .!.o . i('II._. ~ ...~~i:;: '.,. l 6 ' I ~ "i..:1. " . 4 ~ t , See Sheet A 1.1 , I ' ,~ "'" r~~ ~~, / ::;:' / / ';l.t S~!'... I 'l"~\ .}~ / I. ~~~. / " ,'t/ <~ 1_ /' /' ,/ · ~ ~ .~ V~ ~ ,/' .~. \ :~ . / /' <:1-+ 7 ~.11: W'=- 0 __-- /// ;,' <:)O~~/" . '/ ~ ;~ ~"J -- "" __--/ ...... 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CONSULTING 5005 SW MOOOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION SffifET Sf, SUl1El00 SAlEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAA DRIVE MEDFORD, OREGON 97504-5207 I L2.4 ~ 1-L2.3 ~ ~~~:J r i ~ -- ~ ~ - - ~ ~ ( ~ ~<(\~~~ ~~t\C~C"\~ ~ t:;) ~<l~~~~ ~, ~S~CO~O~ C~~~~O~",~ ~O"\ MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND Sf. - CLEARWATER PARK C I T Y 0 F S~P R IN G FIE L D LANE COUNTY Design Team Leader - OBEC Designed By - CMGS Drafted By - CMGS -............--~ L2.2-- 0' 25' 50' 1 00' SCALE: 1"..50' rv-1 SHEET NOo , MIDDLE FORK LOOP PATH LANDSCAPE PLAN L2.0 . -- 1 LEGEND o ~ o . . -- . --- .,--- . . ............ V/gA ~ TRAILHEAD PLA NTING ~-- / ~ ~ ~ ~ ~ .,:.. :. ...:- .'~. -: .~~ ~ ~~....,.:.. .. .,. ~ ~~~ ~. '. '~:.:'~ ;..'. ~ . I. 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I ~'31 I I I I I I; CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB ARCHITBCTS LLP, Tol 541 485.1389 160 But BtaadwaJ Fax 541 485-1389 BllICZ1C, OR 91401 officooCIDpla.com 1 I I I -J I I r @~~~~~~~~~~@~~~~@~~m@~ fft/tJJMWIlIAY! ~[M@]O[N]~~rR!O[M@ ~~(g1jIJ(Q)[M I l fa . Corporate Office: 920 COUNTRY CWB ROAD. SUITE l00B EUGENE, OREGON 97401.{J(J89 I. ' CONSULTING 5005 SW MEADOWS ROPD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 L2.4 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND S1 . CLEARWATER PARK CITY OF S:PRINGFIELD LANE ~OUNTY Design T earn Leader - OBEC Designed By - CMGS Drafted By - CMGS N ~ 01 251 50' 1 001 n.n -- SHEET NOo MIDDLE FORK LOOP PATH PLAN LANDSCAPE SCALE: 111.501 "-- "-- '" "- "-. '\ \ "-. \ '" \ '\ \ \ \ \ I \ \ \ \ \ \ "\ \ \ \ \ \ \ \ \ \ \ \ '\ \ '\. " '\. '\. \ '\ \.. \ '\ \ \ \ % \ \ \ \ \" \\ "- '\. '" '" '" '\ '\. '\. '\. '" "-- " "-. 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OR 91401 otflcc:ocmpla.com .'r @n~U~OOlNlli>>~(P)~~~ @!F ~~romffi\if1]@lNI Ii rrJ(Q)/PJf))WIAy/ ~~@lOWl~~lR10~@l ~~~(Q)1Nl fa Corporate Office: 920 COUNTRY., CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089 l : CONSULTING 5005 SW MEADOWS RO/JD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISS/ON STREET SE, SUITE 100 SALEM, OREGON 97302..1295 . ~ www.obeo.com1335 POPlAR DRIVE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH 8.2ND 81. - CLEARWATER PARK CITY OF S~PRINGFIELD LANE ~OUNTY Design T earn Leader - OSEC Designed By - CMGS Drafted By - CMGS SHEET NO. LANDSCAPE PLAN L2.5 . "riP> ..~.. o,~, .1, '...:,:: :,~' .1-, !. ,:" ','''2'','' >'\:.; ~:.... ..":\: "'. .' .~ ;-., ....;'. ,; '1,' . . ,"" .-.', . . , .,~~;; . '. , ", sa::'-: ..~; .~ " [. ~ ~,~~;: .' .~. it ;"1\ , "";f?.:.., -,j "r" ;. ,.' '.' ;~ t . , , " . ", ',' ,~ NOTES Detail provided by Icon Shelter Systems Inc. INFORMATIONAL KIOSK Plan and Section, Typical NTS ., ':0.\ . ~~. 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O"/''';'':'''N'' :'::'.' --L'" ::"y':.,..;~"'i/ '. <.' t . ...... .....' ,'" ,.' ,'. ; ...."., . .'>: >" .-.; . .,..~: ~ ;!- !i":EET'- "S'I'I'E'" "E'LIVJ"I,' 'Tla' "1' ::' "'t "") .-{'~ ~ ~,.;.... . ,t:.. ...~._.~. . ~,f''',:'~. '......:. ~ ' __.. ':~:,>>.,~~" ..: :.,'...':', ,~.,~. ~:',:;: ,i' ':. ;L., ~,.;...,;"':\....{ :i:,.>.~f, <:,:.., , '::,.!U:.:, . ~'.... . .. .' '.".' t.......'. '. . .... ~". .....~. ,(.... ...... .. " . ^.,'. '.. '. .,.'." ~"""''' '. ..... ,- , ,0" ". t... . .... ,...... .....,. ..... .. .,.'. ..... ". ........... . . . . , , .. ~ ... .' ... 3 D- fi3 (!) Q2 Z ~ ~ w w en RADIUS 3/4" typical Topsoil EXPANSION JOINT NOTES: 1 . Slope top of curb 2% in direction shown. 2. . Provide expansion joints @ 1 001 o.c. max. Sawcut green concrete control joints @ 20' o.c. max. REINFORCED CONCRETE RETAINING WALL Type 2 NTS 1m CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB ARCHITBCTS LLP Tol 541 485.7389 160 But BroedwaJ Pax 541 485.7389 Buacnc. OR 97401 officoocmp1a.com .'r= (g1Rl~OOIM (g~lPMm[g1Mf <9>(P ~~lP(gmLA\1iil(g1M 16 [Pd@/~JjJJo/JIJ/AW ~~@~[M~~lR1~~@ ~~@1i1l@~ . Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B EUGENE, OREGON 97401-6089 I : CONSULTING 5005 SW MEADOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035.4288 ~ ENGINEERS 2235 MISSION STREET SE1 SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND ST. - CLEARWATER PARK CITY OF S:PRINGFIELD LANE COUNTY Design Team Leader -OBEC Designed By - OBEC Drafted By - CMGS SHEET NOo PLANS AND ELEVATIONS A 1.1 1 i 480 "'0 :::::~ ~~ - -~ :: ~Q.. ~ & .... o o Wall Control Line ~ 'i! g 470 Finish ground @ "BP" Lin Existing ground @ "BP" Lin Existing ground @ we sta. 145+80 - 147+90 WALL 1 - PLAN Scale: 1"=20'-0" Sta. 145+80 - 147+90 WALL 1 - DEVELOPED ELEVATION Scale: 1"=20'-0" PROPOSED RETAINING WALL #1 - <u ~ .~ c: ~ ~ ~ 4J "BP" Line o (\Ii:' :::::~ ~- "l:>t ~~ 470 Finish ground @ "BP" Une (\I ~ Existing ground @ "BP" Line -.... 470 ~ ~ EXisting ground @ WCL .~t ~~ Sta. 148+80 - 150+10 WALL 2 - PLAN Scale: 1'/=20/-0" (\10 ...... -.... 1:)0 3:;LO ...... "l:>... ~Cl.. ~ Sta. 148+80 - 150+10 WALL 2 - DE~~LOPED EL~VATIqN PROPOSED RETAINING WALL #2 .....~ :;;:,t i:t '='i .:i~ ~ t J j ......~ :::::,t ~'\;J- ...... ~ ~ 4J&1 ~ Q 0 (0 <U.... .~~ -- + Q) Q) 'f- 470 c .- c 0 .- 460 + 0 > Q) - w 450 + Q) <I) 'f- C c o + o > <I) w ;:: ~ ~ ...... 01 ~ ~ ~ .... m 0 ~ 'l ~ ..... ~ f2 ~ \ Wall Control Line 5to.152+90 -- 155+60 WAil ~ - PARTIAl PI AN $oale: 1"=2.O'-(),' /'1)0 :::::0) ~.t lC) c::'" '- ~H: ~fu/'l)~ ~ -.... ~t\l 470 S: ~ '~l ~~ o ~ <uti; ~~ Finish ground @ "BP" Lin Existing ground @ "BP" Lin Existing ground @ we 460 450 5to. 152+90 -- 155+60 WALL 3 - PARTIAL Q~~~~Qe&g~ ELEVATION Scale: 1"=2!Y:D" 03 ""0 ~ ~ ~ --.. 01 ~ <::> "BP" Line EI. 469.85 @ JlBpJI 155+69.13 PC &: ~ ~ /'I) ;. \0 \0 ..... \ Wall Control Line ~ - PARTI AI PI AN $oale: 1"=20'-()" Finish ground @ JlBP" Line Existing ground @ "BP" Una Existing ground @ WCL a.. /'I) (J) ~ ~ it \0 ..... WAil ~ ~ EI. 468.76 @ "BP" 156+34.25 PC ~ ~ EI. 462.56 @ JlBP" 157+93.61 PC /'1)0 :::::/'1) ~.t '"4::;)~ ~:: ~ :: EI. 464.62 @ JlBP" 157+48.93 PC Sto. 155+60 - 158+30 WALL 3 - PARTIAL DEVELOPEQ ~~EVATION Scale, 1"=2!Y-()" PROPOSED RETAINING WALL #3 @ He CAMERON · McCARTHY GILBERT &SCHEIBE , LANDSCAPE ARCHITBCTS LLP Tol 541 48S.738~ 160 But Bto6dWll)' Pax 541 485.1389 Eua=c. OR 91401 offkcocmpta.com . Corporate Office: 920 COUNTRYCWB ROAD. SUlTE100B EUGENE. OREGON W40H089 l : ' CONSULTING 5005 SW MOOOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302.1295 ~ www.obec.com1335 POPLAR DRiVE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND ST. - CLEARWATER PARK CITY OF S~PRINGFIELD LANE (.:OUNTY Design Team Leader -OBEe Designed By - OBEC Drafted By - CMGS SHEET NOa PLANS AND ELEVATIONS Al.2 ! / ..... ~ ... C> C> Sto. 152+90 - 155+40 WAil 4 - PARTIAl PI AN Sct:ll", 1"=2lY-0" ~ ~ ~ ... ~ 1.tJ~ ~... ....J12 ::t::- u~ 1-0... ~~ ..... 0\ ~ + o o 490 - ~ .~ g ~ g 41> ljJ Finish ground @ "BP" Line Existing ground @ "BP" Une Existing ground @ WeL Sto. 152+90 - 155+40 WALL 4 - PARTIAL DEVELOPED ELEVATION Seal", 1"=2.0'-()" I I lu 490 ~ ..... ....J ..... ~~ - 1-'" (1) <t~ ~ 480 ~c .~ c: ~ g ~ l.tJ 460 0; "'"" + e o sto. 155+40 - 157+90 WALL 4 - PARTIAL PLAN ScoItJ: 1":20'-0" Finish ground @ "BP" Line Existing ground @ "BP" Line Existing ground @ WCL Sto. 155+40 - 157+90 WALL 4 - PARTIAL DEVELOPED ELEVATION 50016: 1"=20'-0" PROPOSED RETAINING WALL #4 @ lO~ --... .... - ~~ .~ a. ~~ c - lO+ :::::~ ~- -g~ l.tJ:; WolI Control Un c "BP" Line ~ (\J q) Sta. 161+50 - 162+10 ~ !i~~L 5 - ~l-A~ Scale: 1"=2D'-(),' Existing ground @ "BP" Line Existing ground @ WeL Finish ground @ "BP" Line lO~ 480 :::::.;t. ~~ c:::: .~ 3i 470 ct1 ::: - <1) ~ .~ g ~ ~ ~ l.tJ c lO+' :::::~ ~- EI. 470.XX ~ -g&i lJ,h 460 Sta. 161+50 - 162+10 WALL 5 - DEVELOPED ELEVATION Soo/8: 1"=2.O'-(),' \~\..~~ l\~(;t~'\X\O~ c..,f?~f?~~~C Of( ~f? 5"\" ~'\' ,~c..,<;;" c,~ ()~ C~~~f(O~", ~()"\ . PROPOSED RETAINING WALL #5 @ , ", ......... "......" ..L......~....,.,~.., ~ He CAMERON · McCARTHY GILBERT & SCHEIBE LANDSCAPB AIlCHITBCTS LLP Tel S41 485.738g 160 Bast BlCllldway Fax 541 485.13n E1IIcno. Oil 97401 offJccocmpla.com . Corporate Office: 920 COUNTFfY CLUB ROAD, SUITE100B EUGENE, OREGON 97401-6089 I : CONSULTING 5005 SW MEADOWS RONJ, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET Sf, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAA DRIVE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S .2ND S1. - CL~ARW A 1ER PARK CITY OF S:PRINGFIELD LANE ~OUNTY Design T earn Leader -OSEC Designed By - OSEC Drafted Sy - CMGS SHEET NOo PLANS AND ELEVATIONS Al.3 ~~ - ... ~r-... ~~ -. j c: ~ 0(5. Q.. ~~ j 480 ~~ :.::::.t +- ~~ <D <D o~ t If- 470 c ~~ - c 0 60 .- +- 0 > <D - w 450 440 / / 480 ~ ... f2 470 - ~ ~ ~ .... ~ .s ~ c: 0 ~ .0 "€ ~ ~ l.tJ 450 440 LO t\I 0\- <:> r- <:> c 1- g -. g ... :g "N c <:> 0\- ()") 1 ---- Finish ground @ "BP" Lin Extsting ground @ "BP" Lin Existing ground @ we 5to. 161+40 - 110+25 WAll 6 - P~RTJAl J>~ SCo/e: 1"=2.O'-()" - ...... <l) ~ ~ ... .~ Di ~ :+::: g ,92 ~ 5to. 161+40 - 170+25 WALL 6 - PARtI~L Oe:V~LOPe:O ISLEVATIQ~t. Soo/$: 1"=2.0'-0" g ... -. r-... "'"' g 1- ~ -. I ------------ ----- ----- "BfY' Lin~ Wall Control Line (;) "'"' ... ~ ~ ~ .... ~ ~ ~ Finish ground @ "BP" Lin Existing ground @ /IBP" Un Existing' ground @ WCL 5to. 170+25 - 173+10 WAIL 6 - PARTIAL PLAN 500/8: 1"=20'-0" 5to. 170+25 - 113+10 WAil 6 - PARTIAl OfVEIOP~O ElEVATION Scole: 1"=2.0'-0" ~ i- t: /3" /'~ ~ ~ g ... ~ "'"' g of. ~ ~ "BP" Line 470 - <l) ~ c:: .- 60 ~ :+::: g <l) ii:i 450 Finish ground @ "BP" Line Existing ground @ "BP" Line Existing ground @ WCL 5to. 163+10 - 115+95 WAt.L 6 - PARTIAL PLAN. SctJ/e: 1"=20'-(),' 5to. 163+10 - 175+95 JWJ- 6 - e6BI1A~ OI;~ELO~EQ ELEVATION SCore: 1"=2.0'-()" \.0 ~~ ... :'::::<:0 ~~ Wall Control Line ~ ;.. ~ "'"' 470 - <l) ~ 60 .~ ~ :+::: g 450 ,92 l.tJ 440 Finish ground @ "BP" Line Existing ground @ "BP" Line Existing ground @ WeL 5to. 175+95 - 178+80 WAil h - PARTIAl PI AN Stxl/e: 1"=20'-0" 5ta. 175+95 - 178+80 WALL 6 - PARTIAL DEVELOPED ELEVATION Sct1/e: 1"=20'-0" PROPOSED RETAINING WALL #6 G9 ,/ r-... ~ :.::::t1) ~ ~ .~ Q.. ~ ~ ~ '" ... ~J;e ~..... -g~ lij~ Wall Control Li\ Finish ground, @ "BP" Lin LO Existing ground @ "BP" Un 480 ~ ~ Existing ground @ we ~~ -. ~ "BP" UneJ <.? (.Q 5to. 175+25 - 176+45 ~ WALL 7 - PLAN t ~ Scals: 1"=2.0'-0" to t--.r :::::~ ~"'"' ~t tij~ 460 5to. 175+25 - 176+45 WALL 7 - DEVELpPEP,ELEVATION Sco/e: 1"=2.0'-0" PROPOSED RETAINING WALL #7 (J;) e5f If' It>,10.. J(j R CAMERON · McCARTHY GILBERT & SCHBIBE LANDSCAPB ARCHITBCTS LLP Tol S41 48S.7389 160 Bast Btcllldway Fax 541 485-1389 Bu,eno. OR 97401 otficcocmplLcom fa Corporate Office; 920 COUNTRY CWB ROAD. SU,~TE100B EUGENE,' OREGON 97401-6089 l · CONSULTING, 5005 SW MEADOWS RO,4D, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 'ENGINEERS 2235 MISSION STREET SE, SUITE 100 SALEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND ST. -CL~ARW A TER PARK CITY OF S~PRINGFIELD LANE ~OUNTY Design Team Leader -OSEC Designed By - OSEC Drafted By - CMGS SHEET NOo PLANS AND ELEVATIONS Al.4 / NBP" Line Wall 8 Wall 8A Sta. 118+50 - 119+90.89 sta. 119+90.89 - 180+05.89 WALL 8 & 8A - PLAN ScolfR 1"=2.0'-0" - <l) ~ .~ c::: ~ ~ ,S.? lJj 480 Finish ground @ "BP' Lin 0;) 0 Existing ground @ NBP" Lin .....lJ') ~ ~ Existing .ground @ we -. .~ , &l~ ~ 470 460 ~ 0) <(0;) Q:)d OJ::;::~ ::;::l::jQ) ~~C:; "l::J .~ ~ t1j~t;l.. ~ 0) OJ <(to Q:)O ;. :::::0 ~~ "l::J~ t1jG.. ~ 450 Wall 8 Wall 8A Sta. 118+50 - 119+90.89 Sta. 119+90.89 - 180+05.89 WALL 8 & 8A - DEVELOPED ELEVATION Soa!8: 1"=2.O'-(),' Permanant facing (ClP concrete or facing panels) Wall Control Line (WCL) ~ poth Centralizer. typo 1'-0" x 1'-0" zone of granular drain backfW 4" dia. perforated PVC' drain pipe wrapped in Type' J drainage geotextile. Slope to drain SOIL NAIL WALL SECTION SoalfR NO SCALE PROPOSED RETAINING WALL #8 ~ Existrng slope: 1.5H; 1.0V and f1otter~ Granular structure backfill Block retaining wall Wall Control Line (WCLl ~ poth '~, " 7'-0" I{EXisting '" ground 1 '" ~ (varies) l '" ~ 10 I ~ Roadway fil . . ~.' .....:,~.: ,,: . ".. ; f '. Zone of granular drain backfill ~ 4" dia. perforated drain pipe wrapped in Type J drainage geotextile slope ot Z}O - ~ ~ 'Compacted granular ~ ~ structure backfill. tyfi;' ~ <l) PREFABRICATED MODULAR BLOCK WALL RET AINING EXISTING SLOPE Wall Control Line (WeLJ Pedestrian rail 4" dia. perforat drain pipe wrappe in Type I drainage geotextile slope 012% be: I .- ~s: PREFABRICATED MODULAR BLOCK WALL RET AINING PATH FILL RETAINING WALL TYPICAL SECTION Scole: %"= 1'-0" TYPICAL RETAINING WALL SECTION ~. ~~ -./. .....:.....-....',,"'.. ......"'.;"'..,....... ... ac CAMERON · McCARTHY GILBERT &SCHEIBE LANDSCAPB ARCHITBCTS LLP Tol 541 485.7389 lGO But Broedway Pax 541 485.1389 B1I4C1lc, OR 97401 officcocmpla.com e. Corporate Office: 920 COUNTRY CLUB ROAD, SUITE 100B E, UGENE, OREGON 97401.6089 l : CONSULTING 5005 SW MEADOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEER, S 2235 MISSION STREET SE, SUITE 100 SALEM, .OREGON 97302-1295 ~ www.obec.com1335 POPlAR DRNE MEDFORD, OREGON 97504-5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PA TH S.2ND ST. - CLEARW A TER PARK CITY OF S:PRINGFIELD LANE COUNTY Design T earn Leader -OBEC Designed By - OBEC Drafted By - CMGS SHEET NOo P LAN SAN DEL E V A TI 0 N S Al.5 -~ ~~ ~~ . ]( . ",c' ::~ ~., ~" GrSlllid: lin;,e:' 'fXwtfd'.dtJrJln flhk-f&t$(J# l' : De/bW" !Jf(j()fid :tin~a: litt(J- bury: SECURITY FENCE AND GATE Plans and Sections, Typical 6if411 6if4/1 .. .:'.:" ':,:~q~gtrr i(/;!t:.:~fd~Fl9:' ,'" };:)!t m' ,a'C':~ ,0 :-l'1l1tlO/' / '.~.... ..:. .:~y:J;I...,,-q :;:f'~'S'~~'::: ". .,/Ji?~st.":r/JlJd~: :.' ,:,.,:>:." .:t~~.ie'" ':Zi;'~A'~i'~o:~:: .:'f. ...:qr;J'~.~~", .q;, ,;'I/.;,t~~ -.~'''?~ ~ \.X::. 1.C>' i ~:~~: ',:: ;,~::: ~ ~ ~, "X "x: .,~.: ,~x.. ' . :ij.: ,:':! . :~:: .. '.X. .~ . ".~: ~ ,,:, ~ ",';, , ..' ,;j:.;~/~' "':~f\~~';-' '::16" f.' ,)1' :, j..J" '. ..,. iJ{ :.<t;' :" .::iJ,()Uul:(;>4'1(j'i/f1:. :-..;., ":.~ '.,# -~'. ..-:-.... .....-~. ;.. ..' :'~:':-'-~' :<.~. '..~ E'l'E'f{I"" A'I'rO' "N'" . . i .';' .': '. ", '.... .: ~'.. .., . . '.~" .~ -'. .:._ .:' .-:,..., ..~<~~~\ :;~:'. -: }~.~ .~ .~.....:.~. '. ,':~: NTS 'l'8 PL % HSS 3 x 3 x 0.180 , , ~ C\J 2-1Us" dia. holes for%" dia. bolt, ,typ. HSS 4 x 2 x 0.180 top rail ~ %" dia. lx19 stainless steel cable, tYPe Install cable grommet at each opening to protect cable . , , ~ I , IV) I HSS 3 x 3 x 0.180 pos ~ HSS 4 x 2 bottom rail ACWS ~ <:0 .'" .. to .. . " .. . . . .~' ~. . ~, " 't?'. .: .t?'. .: . A .. ' . A ., . ~ .. .. .. . " t::> . . .'. . . . t> . , .'. . ' 't> " . '. . '. t> . . .'. . . . t::> . . .~ . . t?' . . . .~' t::> '. . .'~ . .... ~ ' ....~ . . '. ~ ....~. ..,. ~ . ...'~ . ,~. ....~ ' .... ~ '. . . . '.~' .~ ' .? . ..' . ~ ' . .' ',~' .t?'. ,t?'. .t?".: .t?', .. .t?' ., ' . A .. ' . A ,. . RAIL SECTION Scale: 1~"=11-0" HANDRAIL Plans and Sections, Typical , , '-i1C\J l'- , , l() , , ~ C\J , ~ l[) , , , @J ~ '-il~ , fro. IV) a ' Q) 1 ~ a ()' I ,I " ~ , IV) Q C\J <t) II 1 if4/1 1 if411 7*11 511 5/1 101/ BASE PLATE DETAIL IV) Scale: 3"= 11-0" , , IV)I~ ~ , , ~IC\J ~ "i-. :::J , a\:::) , ~" '-i1<.\J <!) ct ~ 2- #5 Note: Angle of PL U, shall match angle of cable. HSS 3 x 3 post 2- %" dia. resin bonded anchors from ODOT QPL, tYPe Min. embed.: 6" PL U, x 1U,' X 11-8", tYPe o o --------- Ultra-tee Adjust-A-Jaw tensioner, or approved equal #4 @ 7Y211 dia. 5.5. cable, tYPe Ultra-tee Fixed Jaw, or approved equal CABLE CONNECTION DETAILS Scale: 1 ~ II = 11-0" :J '~.co.: ,1 .:tQQl1ct((Jtfr, ,'fF;. ..'. :f?' , .,':, .j()()J:lli!l:... ", .,.:v'./..,;:.:'.... ,;' ....,,:: . . . ' ,..a( , " .' . . ":'.:":.:.,;;^ ,;......(~.: < . ,~;fiJ;~, ,2.: baSI:'" \ t:f.... ..~ :<~ :.' ";'MdJt~:~U8.8{ ~ " .'. . ....:,.. '. ...", . ~~ ." ,". .~ ",.p. " 'n,4?;J4. .' r.wt,"~:1...'. '0. ,'.' .... .. . ';;'iJl,;.">.:/ ,:~:":,;;:Cf">t~, . ..'~::.:;J,.;'.. :,./..: S'E":C':I':r:co'" .:tN'., ". ..:...~.::: -~~ ~..' .....>. .. ". ,-. ',.,': ". ':..:'..{ .,~ .'~. ..."......~_;. :".' ..:'~~ ':l ,".""._' ~J .] ':r' ..2'~I..5L. "ffr()~lle graqe.. , ." '.'1' -' ",', . '. - jHUA€' ;'w~~ttir;~'J:.~dD[irSff ..,' , L.' .". s.;....l Q' 1-1-:l"~""""--" :~: '.aVff :;~,:i:::.' :.'...r2~: 'uB'n;'S&';: :11~m~' :f.A(jA~ .. ..b/'.":. :..," . ~"" '....:,.. ::.""~/ " ..~' '.. (-':'~ ' ..... 'e-" -..... " '~.'. . .'.2;:( '5' .1. ~\.... ..,. . ::< .'1'..:>'::,:> "" - " ",,':: . 1 l ", ..,.~..._.._~,.>_..,._.~_..~._.._....... _. ...._'.._,._._".n...__.... _.......___ _,._.~ @: .... . '. .1 ;...... ~i ;.1 .t;Zt., ..~. -;;;J", .." .,,: ...2"1..,..1....',,. ..' ,'~ , . . . .' - ;, . ,. . . , ":.tl},JAC',~ bf1~e:;~ CO.UfSe, ""1 ' ..",," '/' '''''.J1>.I;. :;;1/' ". .' . LB:VB;".,t!:.;.',72":" Uen.se "/'J' : ...,~.,.,.., .t. h<:k-"...'::.;;;:, .2'.','~~:, . om.' . n'" ' '#..- . " , '... -'" . '. ,- -. ., .... , :.....- . " , ',. '. '.: " $lJPfJ((J/!i~~:'fJeqt~~tlf.~, . ;~.A.g:';~ffe;,Ctfe ~tJa$e'", "'_'. .~l--...."_.",~.;",,.__ '"~''' ' . .._ ':'A-l~m~ .:;...""~m..: ",'n.' ",.i~:h;~; -- ..:.~lj7 'lVJ~;,. "'-~ .,~V;.:_.,"~~'.:j;J.;tf\:~f~;;' :.Q , f~:::"~~~F1,:h~lcrj~:,"~~k~~~ :~(SJ?~~ $pe,clal:'prov($;lof)$). ' \. PATH SECTION Typical He CAMERON · McCARTHY GILBBRT & SCHEIBB LANDSCAPE ARCHITECTS LLP Tel 54J 485.738~ J60 Eut Brmdway Pax 541 .uS.138~ BlJiCllO> OR 97401 olfkoocmpla.com 1r . Corporote Office: 920 COUNTRY CLUB ROAD. SUITE 1008 EUGENE, OREGON tl7401-6089 I : CONSULTING 5005 SW MEADOWS ROAD, SUITE 120 LAKE OSWEGO, OREGON 97035-4288 ~ ENGINEERS 2235 MISSION STREET Sf. SUITE 100 SJllEM, OREGON 97302-1295 ~ www.obec.com1335 POPLAR DRIVE MEDFORD, OREGON 975Q4..5207 MIDDLE FORK WILLAME:TTE RIVER LOOP PATH S.2ND ST. - CLEARWATER PARK CITY OF S~PRINGFIELD LANE COUNTY Design T earn Leader ~OBEC Designed By - OBEC Drafted By - CMGS SHEET NOo PLANS AND ELEVATIONS Al.6