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HomeMy WebLinkAboutPlan, Final APPLICANT 7/10/2007 OKfuON INIIU5fRl,AL lUMBeR " SITE PLAN MODIFICA TION FOR OREGONINDfJSTRIAL LUMBER SPRINGP:IELD, OREGON SITE DATA BJl1S'I'1NG/PROPOSED USE INDUSTRIAL OJrNBR It APPUCANT OREGON INDUSTRIAL LUMBER MPRCOlA RII. STRD'l' ADDRESS 3950 MARCOLA ROAD SPRINGFIELD, OR 97477 DESCRIPTION TAX MAP 17-02-19 TAX LOT 3500 BJl1S'I'1NG CONDITIONS TAX MAP 17-02-19 TAX LOT 3500 I HVl/YI26 GRAPHIC SCALE 30 0' 15 30 ~~ I I ( IN FEET ) 60 I C~N1tNNIAl. Bl VII. " VICINITY MAP LEGEND ~ ~ ~ ~ ~ ~ ~ NOT TO SCALE - DEED BOUNDARY EXISTING CURB EXISTING STORMWA TER Illlli EXISTING AREA DRAIN --[@-----.- EXISTING MINOR CONTOUR ---ffQQ}--;- EXISTING MAJOR CONTOUR ~ " EXISTING PARKING LOT LIGHT ""~ '1 "'. ~ ASPHALT """"" f : : : : : : : : .1 GRASSY FIELD I ~r] GRAVEL 42"STM ---~ --- MILL .............. PROPOSED CONSTRUCTION LIMITS " EXISnNG ASPHAL T PARKING LOT AREA = 22,635 S.F. " ---- ::--== ~-- MILL .,...-.---.-, ---- .--- ~~_...-- NORTHEAST PARKING LOT REDEVELOPMENT AREA' = 7,305 S.F. ~.~__-r:-:~:- OFFICE " MARCDLA RD TAX MAP 17-02--19, TAX LOT 3500 ---~-~..-:::=-. - -""" ~~ --~-- ----~... ,..- ~--"'.._. C Date ReceiVed:~ ----.RlanD~: LM DR~2t5D7 - ~ tfE ~~~~ ~~ >= co z o t= 0... (j)~ Zu o~ (j)Cl -z >0 w- a::: V) 5 w 0:: ~ <( Cl 0:: ~ L..J Ql :c: ~ l&J ::::> ~ --J l&J :::=>V) --J 0::2: ~ 0::0 e: a....--- ~t:: V) ---0 ::::> .......::2: C 00 :2: ---1<"> --- .. l.t.J .. ~~ ~ :2: z:c:Z i:: Q~ o ......... I- ~ i::.........1--- CL~V) (j la..J ....... Ci2Q::......... """") 0:: ~~>< 0 ~ 0 Q L..J CL ....... c c ~ -:- k") fti ~ ~ ~ ~ ~ llj ~ o ~ 0) ~ .~ co ~ (1) ~ ~ ~ o ..... ... ... I ~ ::.1 b.() <0 ~ 00 ~ l'-~~ . . ...-4 l'- l'-..... .... ~ ~---~ () " '\ r- ~ ~ ..... ....... 0) "". (1) -toJ ~ e~ ~ ....-4 ~ ~ ~ 8 Q..() -toJ bD r_ ~ ~ ~ (1)(1).....,- CI) r_' (1) ~ l'- @) ~ ....... b ~ ~ ~ 00 .. <0 ..... E-c .-c "OoS . ~ ,J:t......,"O <:..> ....,.~ <0 ~ CI) ~ ~'tJrt,J:t ~ ~ r:.. ~ ___ () ::.1 .."" ..... ~ ~ -toJ ~ o~~Cd () f'V'"'\ ...... ~ 1O ~ ::.1 ....... ~ 00 ___,&:J. ~ ...., 00 . <:..> ~ ~ ~ . ..... .~ . .... u DATE 7/9/07 SCALE DRA WN BY DESIGNER 1" = 30' WS JDK CHECKED BY ROJECT MBER EET NO. C1 MLB 07-122 1 OF 3 SHEET(S) !3 ~ () L: a.: 'llf( )... (.) ~ C) ~ SITE PLAN MODIEI CA TION FOR OREGON INDUSTRIAL LUMBER SPRINGFIELD, OREGON LEGEND ORfuON INr;U5fRIAl L-UMB[;R SITE BOUNDARY PROPOSED CURB EXIST/NG CURB PROPOSE STRIPING PROPOSED EDGE OF ASPHALT SURFACE Mfl(.COL.A Rr;. HVvYI26 [: :: : :: : :: : : : ::: : :~ 15 .,s TAd EXIST/NG STORMWA TER PROPOSED STORMWA TER PROPOSED AREA DRAIN EXISTING AREA DRAIN EXIST/NG MINOR CONTOUR EX/S71NG MAJOR CONTOUR PROPOSED CONTOUR EXISTING PARKING LOT LIGHT ~ ~ C'\ 6nSTM . Ullli -----101----- ~100----'-- -100- ~ ~- -S: !!J-I ~- ff GND 56.90 X EXISllNG SPOT GRADE PROPOSED SPOT GRADE .!f-C 56.90 GND-GROUND Be=BOTTOM OF CURB CeN1!NN/AL. Bl yr;. 1"- : "-" :"- It. I WAL TER QUALITY FIL TER STRIP ~::::::::::::::::~ EXISTING ASPHALT SURFACE P;:::---::::::I EDGE OF EXISTING. STRUCTURE VICINITY MAP NOT TO SCALE SITE Be PROJECT DATA PARKING TABULATION APPROVED DESIGN 40 PARKING SPOTS PROPOSED MODIF1ED DESIGN 50 PARKING SPOTS EXISTING/PROPOSED USE INDUSTRIAL OWNER Ie APPUCANT OREGON INDUSTRIAL LUMBER PROPOSED LANDSCAPING AREA IMPERVIOUS. A.RBA APPROVED DESIGN 0.51 ACRE PROPOSBJ'MOOIRED DESIGN 0.55 ACRE S'l'RDT .ADDBBSS 3950 MARCOLA ROAD SPRINGFIELD, OR 97477 DESCRIPTION TAX MAP 17-02-19 TAX LOT 3500 MILL PLANTBR . ISLAND APPROVED DESIGN 4 ISLANDS PROPOSED MODIRED DESIGN 4 .ISLANDS ;..-- .CONSTRUCTION NOTES fi\ INSTALL DOUBLED CHAMBERED BASIN WITH TRAP (SEE - \..!J DET,4Jl.. DWG .D3. SHEET C3) (2) CONS-/-RUCT ASPHAL T SURFACE. SEE DETAIL 3. SHEET C3 0) CONSTRUCT TOP SET EXTRUDED CURB. SEE DETAIL 1, SHEET CJ o PAINT PARKING SPACE LINES. SEE DETAIL 2, SHEET CJ o CONSTRUCT \lEGETA 71YE FILTER STRIP. SEE DETAIL 5, SHEET CJ o CONSTRUCT DJOJ4 PVC STORM PIPE PER DIAMETER SHOWN. o CONSTRUCT COMMERCIAL DRIVEWAY APRON AT EXISTNG CURB CUT. SEE DETAIL 3-23. SHEET C3 o CONSTRUCT STORMWATER TREATMENT GRASSY SWALE. SEE DETAIL 6. SHEET C3 OFFICE ~_...-,.~_'" ",~.........- 9 rJ~'\OO / I EX\S1TNG EDGE OF DR\VEWA Y APRON EXPANDED EDGE OF DRIVEWAY APRON REMOVE EXISTING DRIVEWAY APRON MARCDLA RD - GRAPHIC SCALE 30 0 15 30 ~ II ( IN FEET ) 60 I TAX MAP 17-02-19, TAX LOT 3500 z o F 0- (/)~ ZU o~ (/)0 -z >0 w- fr:(/) 5 w a::: l:i -J I-- i=: I-- <...> lrJ """') o 0:: Q.. >= co ~ <( o 0:: la.J Ctl ~ :::l ......J ......J -<( .......... ~ V) :::l o Z .......... ~z Z-<( la.J......J ~a... la.J)-. >....... 0.......... 0::--1 a...j:: ~::> .......... z o ~ laJ 0:: o .......0 02: --1'<( ~~ ~Z2: ~~a 020::-<1: (J~O:::: ~a::~ c . o ~ ~ s ~ o d 0) ~ o~ co ~ Q,) en d ~ o 0.-4 ,.. I~ ::s <O~ 00 l'-~d · l'- l'- 0.-4 d ~ ,-... ~ 0 l'- = d 0.-4 0) ~. Q,) +;l lC),.d ~ '-" Q +;l ~><:~ ~ bJ);;: ~ ~ ~Q,)""',.o 0) Q,)~l'-@) ~ ~Oend l4 ...., <0 ..-4 E-4 oo.aoS . ..cI-'I~ +> o~ <0 ~ rn ~bDt!:..d ~ ~d,-...Q e 0.-4 ...... d - o~~~ Q ...... ~ lC) l4 ::s en 00 ___,.0 ~ ...., 00 ~ b.D ~ . ..... ;.... Q) Q) ~ . ..... b.D ~ ~ ~ o ~ ~ ;.... ~ @J . -' .~ 0.-4 U DATE 7/9/'07 1" = 30' SCALE DRA WN BY DESIGNER JDK ws CHECKED BY PROJECT NUMBER SHEET NO. C2 MLB 07-122 2 3 SHEET(S) OF Date ReCGivcd' Ii 10/0 t- Planner: LiVi IS9CO CI) ..... ~ () ~ Go: ~ >- (.) ~ <:) ~ '" c &1 tr5 flJ ~ ~ ~ ~ ~ Llj . . ASPHAL T PARKING Lor 6" MIN TOPSOIL FILL - OR SEE SITE: PLAN ~ CHECK DAMS 0 10' INTERVALS , Vff . / IF FILTER EXCEEDS 5% SLOP~. ~wj~ ~ jj;;MUM SLOP~ IS 10% SLOP~ lJTIII~III:I..II~III~ .~&:~:~. ~ ~X/S11NG SWALE t .I~ ---;: _ -III~"I. .:.~.::t-~i~:. I - - . .....-.... 10 - l1 L.-:ill - -m III II AfIN4ill.y ~ I ill III T _ ill ~~ Jf 11': ~r~:~::g~~M, 1==1 I 1m_I III III III III Illill- VEGETA TED AR~A IS US~D -iL!!! "II t, ,Ill" I o ~~~E!f[IVE FILTER STRIP CROSS-SECTION -i 6- MIN. f PA V1NG. M07H ~111111111111111111111111111111 . /(~ ....:. .: .4'. .. '4 .' 4 : '.,' ~.. .: ~ ~'''''4: : .:4:.. :~.. "4 ~ '" <3' ;,: ','...... ". : ...4 '. . / '" ;': .4.:.'. ~'.:'-'~ ~:~ ~;: .. :,/: : ~: 4: '~4 .<i;': ........ ~ .:.....:. ,<< '.. .' . .... .', 1'9'" '" .: ~.. ~'. .'~: ~ .:. ~~'. ~'.:.. ...~.. ....: ~. ~ . .:~.'... ':.~. '4~: ' :..:4 ':.' '. '. '.. 4 .' ~~ . .;,...... ......--. ''-( ~~~~~ ~> Y>Y~>>>>>>>>/ (UNDISWRBED BASE 6" ~X7RUD~D CURB ~ . r (R~CTANGULAR) . '--f PAVlN CRUSHED ROCK BASE STORM PIPE :: A OU7FALL OR GUTTER RUNOFF '" b ..I l '\. . '1 I - t.:.:.:.:':.:.:.:.:.:.:.:.:.:.:.:.:.:.:~.:.:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.J I 6'-0" I TYPICAL ~~ ~ . ~'5l r 1. j 1. ^~ ~ w ~ A A f''t ~:.~> 1.. ~ W r..v >l) '><;J.' 4(1 r-v ~ ~ ~ ~ .J. :.: ...~ ~ ~ ~ J~ X1.";l Al.J::<' \1 ~ <' ~ J . '. '~' ~ ~ ~ *=:: I ~ ~~ ~ '~'. :~~d w w ~> ~ ~ '. '. ...1;. w w w ~~ ~>..:~ w ~~ . A I I '-... ~ ~. . .. ,~iw w w D OUTF J'U.L ~ I ~~PP~ / --- . -S::~SWALE BOTTOM -4"- STORM PIPE OU1lET. OR ~. GUTTER' RUNOFF . J . l O.5Jr SLOPE ""'-- ,it, \1 ;~~ --, *~ ~ CLASS 100 D <J 1 . .. ,~F)J.~. RIP-RAP l' u 6" X 6" P.C. CONCRETE . "LE\IEl.-SPREADER" (FLOW . . 50' SPACING'. . . SPREADER) .' . . . 0. TOP SET EXTRUDED CURB SCALE: NONE . r- CONCRETE WHEEL STOP WHERE SHOWN ON PLAN CURB '\ 12" - :tcnON A~A B" I- PilW V1fW .. b ..I co ~ (D ~ o 11' SWALE WIDTH C 5' BOTTOM WIDTH ~::, .J.., Slaoc .. ... ... 3:1 SLoPE 0,1"~ << >0-Y~~ . . '. .. .' .. ;<<",,< ~ ,\ 1~~~~1 '</ w~:V/-:V~~Vr~~/"~~/"I~~~~.'\ ~~~~.. \ .. >." >:;:::'2;:"';" '.<<;;~':': ....;:..;.:::.;:" .::<.:~~tt~ 0000~~0~~~~~~~~~~~~~~~~~~~~~~~~,\ tt~t~~~t~~~~~~~~~~~~~~~~~~~~~%~~~~~ ~ ~ ~.~ O....,:,....~..t..l 0'- .'f · TREAiTMENT AREA .DEPTH a a:: '<( a :2: ~ V) a a:: '<( a :2: ~ V) .. '-4" STRIPE-./' TYPICAL I g'-o" I PERMABLE FlL 1fR FABRIC 12" MIMMUM TOP SOIL DEI' fYPICAl- CI<055 :tenON NA 11\f" SOIL g'-O" .' . G\. STORMWATER GRASSY SWALE V SCALE: NONE . . 0~~~f.:RD PARKING SPACE DETAIL I I I 3" CLASS 'c' AC PA VING (COMPACT TO 91% RELATIVE COMPACTION RICE) 10" 3/4"-(0) CRUSHED ROCK, COMPACTED THICKNESS AT 95% RELA TIVE COMPACTION PER ASTM 01557. - ~ &1 ~ ~ 8 I t i 0: . & ! i w 0.. (/) ~ 9 >- - \. ~./~. . oz. }qz. ~-6.\ J_'-'~. fb/~. . 0 ~<J#)~~ ~rk 0 ) \Z ~ q_ ~ \Z \Z 7 '? ^ %>- /><<)c,/;~'%>-%'\ /~ '%'fj ~%~~%%%%~ ~<<"",''( 0~~~~>" DUAL CHAMBER CATCH BASINS WIth . 6 It 9S Outt., 5fA1e APPRovel? - ASPHIi- f l?1f'PeD 53' ~ .. co ~11!H' OUTLET[ ~ JHtHmtZPU1 ~-~ .- .....,;' -- ~ --- ~ .. ~ ~1 -1 I .. 4s!r' & I I, I'lke proof. heavl.f ~ trnffic t:\I"ate . ~~ M5HO H20-SI6-44 loadlnq ~ . ~ ~ ~. ~~ ~~ ~ ~ ~ m z o F Q. V>fe Zo 013 WO 5% LLJo o::(f) s: LIJ ~ . ill 2. Solid I?Iamct1d f'late L-Id .... .. .. .. .:....:.:..... . ........$..$$..$..$.......... ~ . .. .. . .. .... .. .... .. .. .. ......... .... ....... .... .... ...... ........:. ...:.:.:.....:.:..:.. ~...............::~.................. ............... .. . @ I!! < o (I) -J ~ o Ck: 0.. 0.. '<( >- <..> :2: Lu ~ '<( 0:: laJ co ~ :::> -...J .. ...... ~ i:: < o i=: '<( (J G: "'"""- a o ~ . I--- I--laJ OlaJ -...J::r: tr) < ..~ o ~ <-...J j::"'"""--- ~ a...~~ laJ Q2 0:: ~ 0:: \ (.,) '<( laJ o ~Q...a \~~Q ~ ~~~\.. 1~1i~ ~ (jJ ~~~ ~-: g; ~~-o~~ "5 ~ (j) ffi I R: l~ ~\. ill ~) --.i J ~ ~ 0 ~o:: ~ C) ~ ~~ ~~\,O) ~ it) ~J}i ~~ ~ 'J3t/ \) ~ .\. \J~ '~S o ~ Q~ ~ !' t bD Ii ~ .8 ~ !iCll · a:-. .... ,.... Ao l"'" ~ C>>~ i .8 s ~ ~ 0 ~ 1: rllri~ i ~ !~&4 ~ ..c= ~O.9 · c.> ~:IQ).J I = ~ l"o ... CIS ~~ B a~b~ E ~ u '5 i ~cn. fabrIcated frOOl 10 OA. Material . GIBSON STEEL BA.SINS 247 WA?HINCffON 5f. ~~N~. ~ 91401 (~41) 687-8672 (fax ~41) 681-QO!)'5 I %L0~ . -...J '<( "'"""- e: V) :::> a < "'"""- I- ~ ...., o tt . c.> = ...... DATE 7/9/07 SUBGRADE PREPARA TlON SHALL BE IN , ACCORDANCE WITH THE GEOTECHNICAL SCALE 1" - 30' EVALUA TfON FOR THE SITE BY PSI. DRA WN WS BY . DESIGNER JDK o TYPICAL PA VING SECTION TAX MAP 17-02-19, TAX LOT .3500 . . MODEL * seB' o-aeHB-e DEDICATE RIGHT OF WAY AS NECESSARY TO CONTAIN PEDESTRIAN PATH \ , "" SItE ."""""" SHAU. , S" THICK 3500 PSI REID STRENGTH , FLOW ONTO PROPERlY (4025 PSI lAB STRENGTH) 6 3 SACK \. . \' ~ ~ ~ n -.. -\ \ MIX RElNfORC.ED CONCRETE. em 2- OF ""'t \ A COMPACTED 3/4" MINUS CRUSHED ROC!< \ ,\ ;,' ~\ \ ~~ \~ \ \ \\ ~ ';;: '\ I }.;r.; , , , .. . \~ ~\s.~~ \\'~~\\ \\\\~.'\\\~~i\\-# ~\~, ~\~\\"\\f.\\\\\\\\\~\\ i . \~ \. \ \ \ \ \ lola:''' ------ \ \ ~""~\ \,\1:-\ ~\- '---A -\~ \-1:-\ .~ t.~~~ ~ ~~'\\\ . \ , 't\ ""\"'\~~~ ~?\C~ \)R~~'<<~ C\\~~ ~B\\R~ S\\~'- ~(::)\ '€..'R\~~\) ~~'((::)~\) . ~Rc)~~C\\C;:)~ c)~ ~R<::)?'i..R\,( U~'i... SECTION A -' A 50:1 SlOPE B" THICK 3500 PSI FIELD STRENGTH 1-. .' .' 11)' UN. . . ...., . (4025 PSI lAB STRENGTH) 6.3 SACK 3/4' LI' . . ~ MIX. REINFORCED CONCRETE . . ' . . . .<< .: ' . ' '. ..: II,. REBAR - 12" ON CENTER ~..iJ~';. .:~~';~;~Cc~ . =W~1=~;SlAS 'II .~ '6. ~ I . '.' 2" OF 3/4" MINUS . -m~.~ l'ill1J:ff'1 ' COMPACTED CRUSHED ROCK NOTES * NO AOO.t-QlOOND FACIJTIS (fIlE H'lUWfIS. POWER POLES. alCtf BASINS. VAlVES, J-BOX[S. ETC.) SIWl.1I: PEIUTIED WI1lIN lJf: APRON OR RMP Nf}. . * DRM.WAY ~1} WI)lH SHAll BE BE1YIEEN 24 FiEf (MINIMUM) AND 35 fEET (MAXIMUM) IN ACCOR1Wa YmH CI1Y PERMITS. * AU. smFm stWJ. HAVE A BROOM flNSH. * REfER TO SfNmAAD DRAWING 3-7 ~ CURB CUT IlEJM.S * COHCRElE WIJJIH N'l'ROACH StW.l BE 8" 1HQ( (t.tN) COOCRE1E ON 2" Of 3/4. MINUS CRUSHED ROCK. * RE1IfORC6IJIT IS REQUIRED. USE'4 RE&AR - 12" ON aNTER - BOTH WAYS - PlACED 2" NI'Nf. THE BOTTOM (f' K stAB * A CON1R.IalON (SCORE) JOINJ SfW.l. BE ADOED IN lIfE CENTER OF 1HE APRON. * SK8ILf<S. ACcEss RAMPS. AND RESOOflW. DRIVEWAYS StW.l FE 3000 PSI mo SJRENGlH (3450 PSI lAB stRENGTH) 6.0 SACK IIX CCKRETE * CURBS I.: COI6DCIAI. DRNEWAYS SfW.l BE 3500 PSI f1ElD STRENGTH (4025 PSlIJB SJRENGTH) U Sf.C1( IIIX CONCREJE SIDEWALK ACCESS RAMP NOTES lHlS DRIVEWAY APPROACH IlAY NOT BE USED f.S A SIDEWALK ACCESS RAMP. tIJ REVlSD APPR CITY OF SPRINGFIELD COMMERCIAL DRIVEWAY .APRON S'J'ANDARD llAlt BY . ..lln. ._ iift CURBSIDE SIDEWALK DRAIING . t/;=~ 3-23 . ~ .' AI PerOu . at1 ~eer 2003 -. .- -.- --. CHECKED BY PROJECT NUMBER SHEET NO. C3 MLB 07-122 1 OF 3 Pate ReOOived:JJ 10 1 0"1- Planner: LM SHEET(S)