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HomeMy WebLinkAboutPlan, Final APPLICANT 8/28/2007 " SITE DATA EXISTING/PROPOSBD USB INDUSTRIAL OWNBR It APPUCANT OREGON INDUSTRIAL LUMBER ORE:uON INtlU5fRlIi- L-UMBtR FINAL SITE PLAN FOR OREGON INDUSTRIAL LUMBER SPRINGFIELD, OREGON S'1'RBT ADDRBSS 3950 MARCOLA ROAD SPRINGFIELD, OR '97477 DESCRIPTION TAX MAP 17-02-19 TAX LOT 3500 EXISTING CONDITIONS TAX MAP 17-02-19 TAX LOT 3500 MPRCOL-A RD. HVvYI26 GRAPHIC SCALE 30 0 15 30 ~y II ( IN FEET) ~ ~ C'-\ 60 I " ~- ..:s: ~ ~:::- ~. ~ C~N1tNNIAL- BLVD. VICINITY MAP NOT TO SCALE LEGEND 42"STM DEED BOUNDARY - EXISTING CURB - EXISTING STORMWA TER EXISTING AREA DRAIN EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING PARKING LOT LIGHT MILL !illlJ --------{IQ1}---'---" ~ , ,y\ , 1"", V f.........l . . . . . . . . '"' -f IlG{J GRA VEL ASPHALT " GRASSY FIELD ..---....--- .............;1 PROPOSED CONSTRUCTION LIMITS GND 56.90 EXISTING SPOT GRADE x - EXISnNG ASPHAL T PARKING LOT AREA = 22,635 S.F. NORTHEAST PARKING LOT REDEVELOPMENT AREA = 7,305 S.F. " OFFICE .....--~~.. ...--- ~_\oo () MARCDLA RD (7ncLl S~tP(~ ~ /30101- " TAX MAP 17-02-19, TAX LOT 3500 'Date R€.cehred~ Planner. Ll\lt >= ro z o F Q.. U1(2 Zu ot3 (f)C1 -z >0 w- a::::(f) 5 w a:::: ~ <{ CI CI) ~ () ~ a.: "'C >- (.) ai ~ --C 0::: ~ L...J (0 :;:: ~ l&J :::l ~ --J lLJ ::>.V) --J 0:2: ~ 0:::0 s: 0..;::: ~......... V) ---0 :::l I----Z C 00 :z: .....jU ......... . . Lu .. <!) (!) ~ ::z: i:: 0 <:;::< o ......... J- ~ i:::\;t-- u L...J a............V) Lu ~Q::......... -, 0::: g~>< J:J 0:: 0 'Lu l..t.J a... c "" c c C\J -..:- tr) f5 ~ ~ ~ (d ct:: it W) s ~ o s= Q) ~ .~ co ~ ~ cr;) s= ~ o ..... "'" ., I~::S b.() co ~ 00 ~ l'"~~ . . ..... l'- l'"..... ... ~ ~ .-.. bIJ 8 (1) l'- ~ d ..... 0) Q,) ~ ~ e~ t ...... ~ ~ ~ 0 bJ) .+oJ bDr-. ~ ~ 1'"""4 ~Q,)-..... (ll ~ ~~l'"@) ~ ~ Jjo ~ 6 ~ 00 .. co .s E-4 1'"""4 ro 0 . ~ .::t';lro c:.> ~..... co cd (ll ~ ~'bet!~ ~ ~ rz.. d .-.. () ~ Ie'" .t"'f -t d - ~. OJo,f......(Ij () .... -t g.. "l',... ::I ~ C') 00 e..o ~ .+oJ 00 . c:.> ~ ~ @1J . ..... .~ . .... u DATE 8/16/07 SCALE DRA WN BY DESIGNER 1" - 30' WS JDK CHECKED BY PROJECT NUMBER SHEET NO. C1 MLB 07-122 1 OF J SHEET(S) <, FINAL SITE PLAN FOR OREGON INDUSTRIAL LUMBER SPRINGFIELD, OREGON LEGEND ORt:C10N INI?U51R1AL- L-UMBeR >= II) r : : : : : : : : : : : : : : : : :~ SITE BOUNDARY PROPOSED CURB EXISTING CURB PROPOSE STRIPING PROPOSED EDGE OF ASPHALT SURFACE MfRCOL-A RI?, z o F= 0- (l)ee Zo o~ (1)0 -z >0 w- a::::(/) 5 w a:: . EXISTING STORMWA TER PROPOSED STORMWA TER PROPOSED AREA DRAIN EXISTING AREA DRAIN EXISTING MINOR CON TOUR EX/STING MAJOR CONTOUR PROPOSED CONTOUR EXISTING PARKING LOT LIGHT HWY 126 15" S TA,f 6"STM EXISTING SPOT GRADE PROPOSED SPOT GRADE ~ <( a "-".--~ 10 }-------- ------'--1 oo~ -100---"-';' ~ <, GND 56.90 X .!to 56,90 GND"",GROUND 80=80TTOM OF CURB ~~ ..:s: ,~ ~ ~ ~ ~ (R ~ ~ PROPOSED LANDSCAPING < AREA VICINITY MAP SITE .re PROJECT DATA PARKlNG TABULATION APPROVD DESIGN 40 PARKING SPOTS PROPOSED MOOIRED DESIQN 50 PARKNG SPOTS IJIPBRVIOUS A.RBA APPROVEJ) DESIGN 0.51 ACRE PROPOSED MODIFIED DESIGN 0.55 ACRE NOT TO SCALE en ..... ~ i 8: -cc )... (.) ~ ~ ~ aNfeNNIAl.- Bl VI? I~ : : :" It. ' ,\&. I WAL TER QUALITY FIL TER STRIP t::::::::::::::::~ EXISTING ASPHALT SURFACE ~.---::::=---::::::I EDGE OF EXISTING STRUCTURE " IaISTING/PROPOSEDUSB INDUSTRIAL OJYNBR It APPLICANT OREGON INDUSTRIAL LUMBER TAX MAP 17-02-19, TAX LOT 3500 - GRAPHIC SCALE 30 0 15 30 ~~ I , ( IN FEET ) 60 ~ ct:: ~:i?: Lu (0 ::c::~ ~ Lu....J ::::> ~a.. ....J ~).. ....J at:: ~ Q::-..J ::: Cl.i:: ~::::> V) ......... ::::> hQ Q 0:2: :2: ....J~ ......... .. l.t.J <.!> ,<!) ~ :2: .. :2: ::G::i?: i:: 0 0 i=: ......... ......... t- ~ Q... ~Q <f....) Lu - O::~ l.a.J 0:: ....., ct:: <..> ~~ 0 ~ ct: 0 0... Q ......... 0 0 C\,J ~ N') fO ~ ~ ~ it u:1 . a ~ Q 0 = ~ O>~ -~ t--4 CO~ 4> ~= ~ O-lI"4 ~ .... I~ = f:t(} co 4> 00 ~ r-~~ + · .-..4 r- r--lI"4 = ~ ~.-.~ r-"'d 0 (1) O>~Q) -lI"4 ..foJ Q) lC)..cI cd ~ '-"'(.) t ~~d · .-..4 o as 0 ~ bf)J:i;.. ~ ~ ta> ,0 en ~ d 4>~r-@) cd ~ ~O~a ~ ....., co- 00.. a ,.Q ~o + ..cI....I~ Q ..foJ.~ eo cIj fI) ~bD~..d a> ~ ~ f;t,.d.-.(.) .B c:tj -lI"4 ... = ~ O~~cd 0 ~ ~ ~lC) ~ = ~ rn ,-",,.Q ~ ..foJ @) 00 + ..... .~ ..... u DATE 8/16/07 SCAL[ 1" = 30' DRA WN WS BY D[SIGN[R JDK CHECKED MLB BY PROJECT 07-122 NUMBER SHEEi NO. C2 2-----rIl- 4". -"~ >",~0,,"~~,'_'_0' "" '" MILL PLAN'JZR ",ISLAND APPROVED DESGN 4 ISLANDS PROPOSE>> 1rf0000ED DESIQN 4 ISLANDS S'l'RD'l' ADDRESS 3950 MARCOLA ROAD SPRINGFIELD, OR 97477 DESCRIPTION TAX MAP 17-02-19 TAX LOT 3500 " --- CONSTRUCTION NOTES .-......---~... MILL-=- CD INSTALL DOUBLED CHAMBERED BASIN WITH TRAP (SEE DETAIL OWG .D3. SHEET C3) o CONSTRUCT ASPHA'_ T SUIiF ACE. SEE OET AIL 3. SHEET C3 o CONSTRUCT TOP SET EXTRUDED CURB. SEE DET A/L 1, SHEET C3 o PAINT PARK/NG SPACE LINES. " SEE DETAIL 2, SHEET CJ o CONSTRUCT VEGETATIVE FlL 1ER STRIP. SEE DETAIL 5, SHEET C3 o CONSTRUCT D3034 PVC STORM PIPE PER DIAMETER SHOWN. CD CONSTRUCT COMMERCIAL DRIVEWAY APRON AT EX/STNG CURB CUT, SEE DETAIL 3-23. SHEET C3 o CONSTRUCT STORMWA TER TREATMENT GRASSY SWALE. SEE OET AIL 6, SHEET C3 ____w~-"" --- .-:.:-----. ........~~ .-'-- --" <, ,.;::? << :l \ ~ ~ \ ~\\)-, q __~ I _----__ \ ,//,-, ;_ ~' , I ~ 2-------- ",/ __------------- ---..\:~....// /\0t-~/ 'Y~~ J!: ---''''', //"" ,// \ , Pi "', .I .-^/'" \~ ~--1 0 1--~4----~-----------101--=- v ../ ~~. C '\ . ~----102---~-"2'8%- -.t<\-.------!-I---'-----_Io'~ ~~ ~ . . - .v~~. . - . ~03--~---Jo..?--_J. -_____. ""--_,,"___ ~ ~ - - _'A ~ -...... -;..- - - - ~ - _ "...,,, J..;.g;;~ - _...,. _ _ "':.;;;,...-'lc -'>,:f' ~ --.,-----____ .. QII{."'" 15 sn,4 ~ \ .~. \ \. '''-.... ........... J (}-f..__....-'".,..--.......-: ~+l y -- 100----- 0----------= EXlSlTNG EDGE OF DRtVEWA Y APRON EXPANDED EDGE OF DRIVEWAY APRON REMOVE EXISTING DRIVEWAY APRON ADD CURBING AF1ER~ DRIVEWAY APRON IS REMOVED MARCDLA RD PROPOSED AC SURFACE 6" BELOW EXISTING CURB <C.90 .9.0 'V'($> / / " / ~C.2()1) 1-CJl}()lf& . ;/ Date Received: t A ~A I AA~,. P fanner: LM ~ /Vt))~ ~ I 'VVy~,~ ))~ ~ ~"------- . DEDICATE RIGHT OF WAY /IS NECfSS&RY 10 CONTAIN PmESTRWf PATH ~ ' \ ON sm: ClRAINACf: SKW. \ .. 8- THICK 3500 PSI FJELD STRENGTH \ . FLOW ONTO e-om' . ~ (4025 PSI lAB STRENGTH) 6.3 SACK \ \. ~~ ~ · . MIX REINfORCED CONCRETE ON 2- OF D .~_A _. ~~~~ .'L --~~-- -y---;.;:;. 7-\~~~~~ :.\\\\\\\' \\\\\~,\\\\\~ ':. . ,~~;e\\~~~~'~\~\~~'1 tK~ . ~.\,\\\~\~~ ~~ . " \ \ \ \ \ 'I~ \W -' \~, ~ . \\-G-A ~\- ~~~ --\~\-~~ ~ \ '\ " V.\,,\~\)~ ~\~ t)~~~~ ~~'O WU~~\\ '$,~ \\m ~'i..\\t) 'O~~\\~ '?~~'i..c\\<:i't\ ~'t ~~~'?~ u~'t. / I \ SECTION A- A Sltl Sla'E . S" THICK 3500 PSI FIElD ~ I ... . to' IIIl . -, (4025 PSI !.AS SlRENGTH). &.3 ~K ~*-~- 3/4" IF ..... . , . . ." .' '4 REBAR - 12" ON COlTER ~.._:~,t'.;':r'..;" "'i';~~;~:. . =."'n::c=~SVS -I U ~ :rJ~ ! - 2" OF 3/4" l.INUS ITT__Ti't1 iT'1. . . COIIPACltD CRUSHm ROC!< i ~ i I t NOTES I i I ~ * 1<<1.1a1lt.... FQIlIS (lIE HIaWfIS, FOEt MIS. CA1l:H M'H. WtYES. HO:IlES. El'e.) SIWJ. IE: POMllEJ lIIIIII1II: N'lDI Ql _ NfA * rRaAY (1IfIoo) mH SMlII: BE'/lIfE)I 24 fEET (MIIIMI) JIfJ 35 fEn (IIA.Wllu) II ACt'XlIlIWU: Imf art POlSITS. * AU. SlMfIaS SIW1 1M A IlROOIII FNSIf. * RUEJl 1'0 STN<<WlI) IlP.AWI<<; 3-7 FOR ClJR8 Q/I' Ill'M.S * COI<<:REJE IIMH IiPRtW:Il 9W.l. I( r IIICX (\lII) IXKREIE ON 2" fE 3/4. lIfUS CRlJ5IlED AlXI. * IUf'llImIOlJ IS llfXII.IRD. USE'4 111M - 12" ('If COOER - amt WA'/S - PV.Cm f' NJNf. 1'11: OOJRII fE 1HE SUB * A alIlI1WmC (SCORf.) JCIlT SIWJ. BE ADIlED II 1'11: CEHIER fE If[ NlRON. * SIDIUS, mss IWFS. NfJ RESWfIW. IlRtt'OI\'IS SWU BE mJ PSI FllD SJIlEIIClH (34SO PSlIJ.8 SIIlfJ<<mf) s.o SH::X Ill( ClItllfJE * CIIlIIS I t:OIIIIRCW. IIlM1I\YS 5W1. I( JlIOO PSI fll.D STREHCmI (4025 PSllJB SIIlDICIll) &.3 $fQ( Ill( ClII:llElE SIDEWALK ACCESS RAMP NOTES 1H/S. DRMYtAr APPROACH ~ BE USED AS A SIDEWAlK ACCESS 1W.fP. III lAtE JrIAm em OF SPRlNGi'IEW M DBPr. or PUBUC fORKS - 3-23 .im.1 COMMERCIAL DRIVEWAY.APRON CURBSIDE SIDEWAU< ~ Jt:- ~ 1003 IltVISD ASPHALT PARKING LOT . I o Y!!iE!1[IVE FILTER STRIP CROSS-SECTION TAX MAP 17-02-191 TAX LOT 3500 l DUAL CHAMBER CATCH BASINS WIth 6"flfOutl.t ~ ~ .. ~~~ ~ ~ ~ ~!!!!!I..... ~~~ ~ ~..... 3" CLASS 'c' AC PAVING (COMPACT TO 91% RELATIVE COMPACTION RICE) 10" 3/4"-(0) CRUSHED ROCK, COMPACTED THICKNESS AT 95% RELA TlVE COMPACTION PER ASTMD1557. Sf Are .APPROveD - A5f'H..ALt DlmD 53' l . ~- ~qp~. C5J)~.fQ.~~ .)~~1i!J~m~ A"~ ^ /;>- h h~'%~h>-h'\ h~ h'l ~~~~~~~~~ /, (~"< ~~~~' . //~ -/ /,,-. //"'- '/ / 'In tR!A!i! 1TW ~ HffHINZIJ/.P ~-~ OUTLEif - :---,. I i--- ~ ~ I - ~ -7 7 I I, ~. .1 I t SUBGRADE PREPARA TlON SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL EVALUA TlON FOR THE SITE BY PSI. L f',ke l'I'"oof. ~ ~ traffic "T'al:e ~ MSHO H20-516-44 loadlnq . 2. Solid t/1ama1d t'1al:e lId .. .. :~.~.. ~ . .~."If."."".~.."... ~ .~.:......." .~....... It. ......... ."If~"."" .... .... .............. ..:. ..".".."........: .... ........ .. .. ..t.... ....... .. .... . ~.......:.~:.:.:~.~. ..t". ."'..:.... " ....... .. . ...... <$) ~, f'ox fabrlcat.ed from 10 CtA. Material . GIBSON STEEL BASINS 241 WASH/NeAfON Sf. euue~. OR 91401 (~4/) 681,8612 ( fax ~4/) 681-()()!;~ I~ MODEL' SCB10-38HB-e ... b ..I (~ '1 f- f:.:.:.:.:.:.:.:.:.:.:...:.:.:.:.:.:.:.'.:.:.:.:.:.:..:.":.:':':.:':':'..:..j I 6'-0" 1 TYPICAL r- CONCRETE WHEEL STOP WHERE SHOWN ON PLAN CURB 1-:':':-:':-:-:-:-:-:-:-:-:':-:-:-:-:-:-:':':':-:':':-:-:':':.:-:::.:.:-:.:.:-:~ ... b ..1 ~ ,.-. a 0::: ~ a <: ~ (I) a 0::: ~ a <: ~ (f) ~ a "'-4" STRIPE/ TYPICAL 9'-0" 9'-0" . 0~~~f.1RD PARKING SPACE DETAIL . . T STORM. PIPE OU7fALL OR GUTTER RUNOFF ~ A ---- ~~ ~ ~ ) k:-~~~:T w w w w w ~ ~ '-(~ ~:-:. -' ~ ~ ~ N ~ ~ -'- -~. \w ~ ~ ~I ~ ~~~~.~~. :~~ ~ ~ ~> ~~~~ :--_:~~~ ~ ~ ~l) ~ <..-:~ ~. ~ OUTFALL l}j ~ 2~~ ~ ~ D RIPRAP PAD , 1 I '- . . ~-SWALE BOTTOM -4'- A 5tCflOtJ A-A SWALE SEED MIX: HOBBS AND HOPKINS, PRO TIME 835, BIOFIL TER SUMMER GREEN\I[GETA TlVE COVER. SEED AT 20 Ibs. / ACRE. 12" i- 8" - PtlW V1eW 11~ SWALE WIDTH 5' BOTTOM WIDTH I~~~'I .1:1 Slaoc . . 3:1 S\.~,~/....~ ~)!jJ!(:~i~*, _\Al~ \/ \/ \/ \/ " " \/. \/ " 'J \ I \/ \/ \/ ,~. _' :,.._;"':._~~~ ~\\ ~~ >%'>> :::~.~~ ~~~--":~/-"'~-'"~/<:~Jr""V~~'V'YJ/'~ ~~'-., - '. ::~,.::~"\ "\ "- ii@ ~.. .;~:';; >': ..... : ..',,:<..: "::>t>;'.)..>:::,....~<>:;;:.: ..<:<:';;~~~t) ~ ~ ~ ~>% ~ r%~ %f(/r~: - .--Y/r~/-Y/'y~~~~y'/:.y/.(~/.(yj(yj(.;-:j(~~'/:.y~~<<~~y;.~~<(Ay^~ ~ y/ ~ :- :' :- X X xx Z<</ X~~~~~~~~~~~~~~~~~~~~~~~~~~0000~ ;; ~ ); ); r f~ ~>~~~ K%%%%%~~~~<<f.<<;;~~<<;;~<<;;~~~ ~~ ~ ~ ~. ~ ~)~ PERMABlE RiTER FABRIC.J &ICH CR055 ;tenON "- NA7I~ SOL 12H MINIMUM TW SOIL DEI' . ~ . j , 0.5-1.0'- TREA TMENT AREA DEPTH fi\ STORMWATER GRASSY SWALE ~~WN~ . _c~ 6"MIN TOPSOIL FlU OR SEE SITE PLAN 6" EXTRUDED CURB~. . 6- MIN. ~ (RECTANGULAR) PAVING WlD1Hf II. . ~11111111111111111111111111111 PAVlNG-~ _.' -4:- _ _ . '. '_ ,:. . .. _ /j(~ ". " - <?.. - - .. : - '.- - "'.: <l . . _ ~. . '\ '\ ~.-_ "_: ~..- _: :~': ~~.~ ;..:~.:-":1:.:.:~-:__<~..:4. /'\. 4 - . - o<l - . . - ~ .' . ',/ :'. ':. - ;~~_"-'~ .:-:~: A': ::..,...,,_ _:. ,,: - ,'''-, '" "- .<? -- .- _'._4_ 1 - .' ",,- .' ~.. ~. "~--t : ~ \: :".~'.: ~ - '.: <? -,,-_;'~ i - >'" -.:.~. ,:-, . '; _ ..a.< -. . - . - <I. o<l ,., _ -. - " _......, .~ . - - ..,-.. A - - _ . , ~A:. ")( j)~ ")\: V)\: ")\: ">\' V^,~~k~~~0'< v>:>/>:>'" >>/~. )0/>:>>>\, /////, y////, ////////,/ UNDISTURBED BASE CRUSHED ROCK BASE . f1\. TOP SET EXTRUDED CURB ~ SCALE: NONE . . . po 1 I- . .. 24- Aft -l~1- SGNAGE AT HEAD OF EACH SPACE MOUNT SIGNS AT 60" 10 72" ABO\€' . PAVEMENT AT eVAN-ACCESSIBLE Y--EtE'-LnfL 9~/~. ~ I 6' nP. I 9'\ !~ LPA \9IfHT S7fNaL ItHf7F. BLUE BAacGROUND AND BLUE- PAINTED CURB OPJlONAL . . -. .. --- ( & ( PARKING WITH D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING UNDER ORS 811.620 AND F'INE UP TO $450 UNDER ORS 811.615 ~,~ nP. f lL !) ( 10 - . -- . 0fffjl{Iff! PARKING SPACE DETAIL . ~ r- r--- r .., . ~ 2 .., 'l 'l .... ~ r .... I.... L . .. . .. . .. . . I. 3S' NIt.~ 24" AlII ~. ,AC1i6 TYPo Ell) CLEARANCE: ~i ....~" " , :-li' "O'l' ~ . ~~/" . ~~ I~I~~ ~~\ 'l<Z ~ m~ =--I 24- TYP. f-.::: i~~~r- NOTE: MOUNT IN CONCRETE SLAB SEC110N PER MANUFAClURERS RECOMMENOA 11ONS. BICYCLE RACK DETAIL NOT TO SCALE o A ~ ~ } . ~ .~ ".- l~. _JI r. ^ - 6 FT MINIMUM HEIGHT ~ vfln "- I. l 2" MINIMUM CALIPER AT PLAN11NG U.N.O. /. /J.,'tJ~E JIt~~~lffnNs MOUND ABOVE" GRADE / '/"2" SOIL MIX SURROUNDING ---.... -. J ~ _ ...:c. ROOT BALL ~y, l ROOT BALL I l CHECK DAMS " 10' INTE:RVALS \ !f1 IF FlL TER EXCEEDS 5" SLOPE. '\ f/ /1f.ll MAXIMUM SLOPE IS 10" SLOPE V / / / L t" ~ Ii /, ).'/~ , ~///~~~.M ~IJJ:III-llllLl-III~ .!&~::.:.. .. EXISTING SWALE tL - - -. ~-t " :-. :',.." ~1 I -.,..... -m-, . :....:.;: .... !'JIIr: ,-;; -YA m - 'r':-~I'''''' , -m "I II ~-YUAf --1/ II _ W 12" TO 18" GROWING MEDIUM, I 111- _ ,. II/W- OR NA nIlE SOIL IF EXISnNG ~, 11-'-111_1 :1 I_Ill_II IlEGETA TED AREA IS USED -m m. m I -III-lilT-III STORI.I PIPE OU7lET M ~ GUnrR RUNOFF I [ 0.5% SLOPE " aA$too::?r~l,l ~~ ~c 6" X 6" ~CONCRE7E. l I "lEVa-SPREADER" (FWW .. 50' SPACING -l SPRCADER) I v v~OVE"REXCAVA1E AND AMEND SOIL PERMANENT L.S. IRRIGATION SYSTEM TO BE INSTALLED (DESIGN/BUILD BY INSTALLER) . o 'f!.If! N.f.f!1NTING. DETAIL . . -:- . 2' nP. ) ) ) } I I >= m . z o F= Q. enD:: zo off) (i)O 5Z wQ o::UJ ~ 0:: ~ < o ) 0::: Lu CO ~ :::> --..J --..J ~ e: (I) :::> Q < ........... < o i:: U G: ........... Q o ~ hh OLu --..Jla..J :t V) .. ~ ~<--J i::...................... a..~~ Q2Q::~ O~la..J tJci::Q Q . ) I , .. Lt.i i::! ;:: :=2: o ~ laJ 0:: o , ....... ~ o R: I ~~'t>.\.. HJ4'kl ~ Y? #" zoo,? ~ ;<5 iE(~ &N g :)~ ~ I t-4 N W Cl:<::( ~ ~ o. ~ rx. ! -.J ~ ~ ~ o~~ ~ ~ ~.9)b' ~,,-(:.~ ~ . · III 1 c:..> 0 = ca~ Il : ., j .s ~ !jGJ :. .... .... ~ 0'" l"'" ~ Cll!i I .s g ~ ~ 0 tlD +oJ .Pr.I~ t a !~t. j ..c= :~,i ~ ~ ;ej!i <<S i!~~ ~ . ~ i!3 DATE 8/16/07 .. } SCALE DRA WN BY DESIGNER 1" - 30' WS JDK CHECKED BY PROJECT NUMBER SHEET NO. C3 MLB 07-t22 1 OF 3 SHEET(S) f'?teReceived: <(I Jf! O~ Plann~r: L'Vl V) -J ~ a 0:: 8: -c:( )... <...> ~ ~ -c:(