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HomeMy WebLinkAboutMap APPLICANT 7/2/2008 INDEX: SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SITE PLAN SITE ASSESSMENT PLAN IMPROVEMENT & PUBLIC UTILITIES PLAN STORMWATER MANAGEMENT PLAN LANDSCAPE PLAN LIGHTING PLAN RACE MILL ~ ---- /' /' ~ I o d N L ., ~ N00016'23"E <~.~C l ':' /' /' ^' 114.83' - - - - - - - - - - - - - - - I - - - --- - - - - - - T - - - - - - - - - - - - I ......, -- --------------~------- I ~~ 5 : ~ ~~ SOUTH 28TH STREET ------------___L___________l ::E Cl.. t'- ....-I \0 00 o o ~ o t2 \0 * ~ ? "t::S - U I M 00 - -- M 00 - -- (I) Q) ~ "'0 ~ U -:--: ""Z ~- -- -- -- ~ 'to? of ~~ ............. ~ -- -- --- /' \ rP ~V\ \P~ ~ - ~ f / / ~/ f/ tj 7 r \ I f \ NOB052'09''W l ~~ .uu - ----- ----- 11 aILa ~(Q)~ [p) ~rPrl <<; ~ IL ~. 1Lffi\[N] [Q) [p) ~lF<<lJDlJU (0) IN] [P)IL~ lJ [N]@a ~flC1[P)lI@~(Q) ~ fJ ~ ,..... ---- l:-J \.0 \V ............. ~ BUILDING "A" 2,100 S.F. -- --- --- -- -- .. ;::} ~ I o d ...... 210.0 0;>- d< ('t~ . ~ BUILDING "B" 4,000 S.F. p21.4 ~v - ~ o o 8 o M f> N 0\ ...... 00 00 o d , i <::> d ...... 200.0 0;>- d< ('t~ 50.0 SETBACK BUILDING "e" 2~200 S.F. . ~ u ~< OCQ -f-4 !:I.l 00 220.0 I o d , 27.9 .- ~~ <::> ...... NEW 6' CHAIN LINK FENCE ... P' ,.. - ..... ~ - /" ~ - ^' - ,.. ~ ,.. - ,.. ~ ,., - - - ... ... ~ " .... ~ ,.. ~ ^' ~ .-. ... ,., ... ,.. ,.. - ^ - ~ EX STEEL FENCE (REMOVE),.-/' - - - - -1 -- - N00012'15"E 198.29' /' ~ 6\~ o~61J ~1-" ~~ \1-S' / /' /' ~ /' . e /' ~ BUILDJNG "D"e /' ~600 S.F. ~ V 10.0 ../ 20.0 _ l SETBACK /" '-PAV- c Z 00 \0 o ~ \0 1 ~ ~ ~ l 20.0 N l 8 \0 ~ /' EMERGENCY VEHICLE TURNAROUND -........ 30.0 PAY <::> d M ...... e l /' /' c !JaILa ~@~ 35.0 PAY -...-.t~ ~, ELECT, GATE n ..n ) > I I SIGN .-. ~ ? ~ 25.0 ... PAV ,.. I I I \ J J / ~-~---- ... \j>~---- __",-0, ----l I I _-.-1 --- ------------------------------------------------~ .... ~~ @ ..'::c.'.; :.\?~;:~c:: '." ,~:, .,.""" ..'" :^" ...: ~z uO 00<0 ~ o~ ~ :0 ~O '-" ~ ~~~~~ ~ ~S >- VJ~~O~ ,..c::?' ~ U 60~~~~ <"lei ~~~ ~~~~~ ~ ~ ~ ~~ ~ ~ ~~ Z 9 t) ~ ~~ ~~ en. ~PRlr~ Sd 1661' <' ':d #-4'././ vv 7 OREGON ~t1 -~~ 7D C. N\\.V/ GRAPHIC S(:;ALE 20 0 ~ 10 20 40 I I ~ ( IN FEET ) 1 inch - 20 ft. 80 I ~~~ ~'i'W:Z -...:...:.,:"., ',' , . , , , , . , . , , , ,. ~ Z' '~',': '.:':':':",',..'., /~~~\ '~r' 00 ~ 1-4 00 ~ SITE NOTES: SIGN NOTE: THE TOTAL AREA FOR THE FREE STANDING SIGN SHALL BE 100 SQUARE FEET FOR ONE FACE OR 200 SQUARE FEET FOR TWO OR MORE FACES AT A MAXIMUM OF 20 FEET ABOVE GRADE. TRANSIT NOTE: NEAREST TRANSIT FACILITY: THERE ARE NO TRANSIT ROUTES AS FAR SOUTH AS OUR PROJECT AREA. THE NEAREST TRANSIT FACILITY IS LOCATED AT MAIN AND 28TH STREET, ~ V) No<) ~ ~~ ~~ ~..}. ....-.:t ~:2 \'!~ ~ ~ -r: iE ... ~ ~ ~ ~ ~~~ ~~ ~ ~~ ::>t-- t.Ll0\ ~ 8~ ~ ~ffi t- I~ 00 o~ f( g~ \aq t<')~ SITE INFO: SOUTH 28th STREET SPRINGFIELD, OR 97477 TAX MAP 18-03-01 DEI. MAP #1 LOT 206 ZONED: HEAVY INDUSTRIAL PROPOSED EMPLOYEES: 1 WITH NO FUTURE EXPANSION PLANS. TOTAL SITE AREA: 1,10 ACRES IMPERVIOUS SURFACE AREA: 0,57 ACRES (52% OF TOTAL SITE). LANDSCAPE AREA: 0.075 ACRES (7% OF TOTAL SITE). RIPARIAN BUFFER AREA: 0.30 ACRES REMAINING UNDEVELOPED AREAS: 0.15 ACRES (pUBLIC R1W, AREA WEST OF BUILDING"A") L",,>~',;:" ",'C,6Voe(! ~~; . i'" f:1;l' ;~,,,.: '0' ,,:">:i';~,":.,.'.', ..,.v..il ..,,'.c ..'c:,":..",~.~:i,c, ..'/<.... :'.:..;.~':,;.:::;:.~i~~,,:~::,;:.:?:::~,:,.),~c:.:, '~:::~ f~:'~~e;;;!.:; :'~:'::,: c':..., :~;;;,.:',~:'~:;'.~:: ,..' ~"y~l~~;:;;;.:~~~~.;,:.z~ ,;/ ..:.. ::;.~J'::~:~..::.':':,:,/ ,. ,:,<>,:~,; i:": .>", 'c':..",''',;:: ;"ii',: ~ ,:'~. x~~: ,,:, ",., ,:',; ::;~~, .'.:::>:;:':r~ ,\:;;--'.: ~~~{'&tlli):,C..:'~:fi::~ ", : " " . . ,.,.. " . 1~';41J :c '~, . '~,,'} .:,// ::: '\{~t;7. , '''''Ai.:'' " ;:., , ~~;):::;,:ii;,i0~~;~;!? :.',:,:: . :.,., ;::;" ~~:;,:~f;~;r;:...: .~.' ' ',. 'i.,;:.;~<:(Ji}' ,.'..... Gmbla R~. ( <.; '",:'$;'):,:,:.: :;;;:.,;::" ". c'" c: ,':-' .. "C,::" ',',;:,.;! '-'S'~,. <, :i ~ ...:t f-I - f-I ',":.:;,':}','~'''!::.,).)&. 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'?<~~~:~ ,,' c, ".] .'. .: , C,"0e~:<~::>F : . 0~~:"::~: '<.:%:<: ., .\.,:,;:.':::.,>,,; :.':';:" ~. : .' ;'~q":: !::}~\:,~,:':l:,;:. ~;s jt' '.'".' , ~,.";.\'~;:;:~\!L:; '~: ?::~j;;1j~,~::.",~J:/ijr(~i~".' . , .. ";~~'"' o o 0 o ~ ~ :;;..; ~ II ~ 0 _ I:I:l ~ e ~ ~ ~ ~ o 0 ~ ~ ~ ...... 00 ~ o M o 00 N .-4 !:I.l M cij ~ ~ ::E cij ~ ~ f-4 ~ I:I:l ~ 0 d t-! ~ I:.t.. ~ I:I:l ::z:: 00 ~ ( - I EXPIRES: 12-31-2008 \ PRE, ~I SHEET: SiingRe "Slape laef 2008 Cl 1 OF 6 PRE2Do$-OOoL/-7 Pf<E-5tJt8MlITm- - SITETB071if('J ft;UA)q/VL~ ~ (4) TRUNK ASH RACE MILL -Y'",,"....-r ,r/./"/' /<,.:/.-"._,.~""r' DENSWGROUNO COVER V ~JMb~~"TREES ~/'/' ;,/ /,,/ / ~_...",J"- _~"M'V"''''''''.""" j ~ /,f;//"---'-^"-- DE~~BL7\CI$muJES :..---;r . ",' / /- - - - - / ~~ J / J/ / ~~ I i /""'" ~~ l i J /p'"rP rz. I I /' ~ EX. GRAVEL \ __ -- II, I ~~ TOPOFBANK~/l'/ Iff-I ~,&ts EXGRAVEL - / - - ~ f / I ~ f5 __-- '-''''----..-.l __ , Ii' ~,O _ ~d'>-- __ -- ~ i / ~ / I ~/~~ /_------- ~ I / J ! l.~f r/ rP j! ; I .~>/ / "'-t i'l ,I j I ! V f I ,. i Iii / / L'I tIt /! IW;; ~/ / '-""'" : ; I I <:> <::> ~ DENSE ~LftrfERRIES ~ B ____ ~ i1~ I /fcn, ( ~ /- ~ ~ DENSE OROt.rND COVER /~ . VARIOUS,:, t." t~S( I I 7"'''''' ~ , .~>.~ ...--.-""'....- .-" ! I! \\ ~~- . I I , \ \. EX GRAVEL _' J."-"v-'....^'.~..-..- i i i \ \ ~ . _..,~ i J \ 1\ !.. \ '4"/'/ I t\ \ \ \ l ~ 1\\\\) . //1 -- 1---1 I /1 II {, \ \-1-" ._-_.~._./'.// \ ~. : ~ / 1 i.i, \, \, \. \\1 .-. . ( " \ \ ' '\ ~ '. '\ .......t:: \ '\ \'\. 8 <:: --- SITE IS VACANT f}={J re:~ ~ U lNI lQ) UJJ~lJlPd U~rL lJarLc ~(Q)~ \~ / \ :RAVEL ! I~ --- DRAINAGE ~ ~RADE BREAK / VARIABLE WIDTH WATER LINE EASEMENT (DEED RECORDS BK.354, PG,247) EX. GRAVEL -- ---- ---- ---- ---- ---- .."'-_.,.,..---,.,-,-,--~--~-~--_.~'-...."...,~ OH ELECT. P,P, #86059 & #4S482 ~ O-l .-4 "';f: V) 00 <:> o ~ o ~ \t:) * ~ "0 N u I M 00 .-4 - M 00 .-4 - c:f.l G) G "0 ~ U --:-: Z (2) TRUNK ASH 24", 14" .~ ~G' / / i i i j f : I .i J ! J .f ; t i " ! i Z bo t~ l~ f - .1:;:0. ~ ~ ~ 1 i ! f I r---~--'------ /F .-/ ""',.'.. ~. ."." .".,.,..""""/"'r''i'"'"......... ....'-- .//""/~/"" ~:f"""'~ l t l' I f I i I i J J t I ..J.. \ \ \ \ > ~, I ~ i ~ 't ! ~ I , \ / / /' f I ! l ~~~.....~P.-.""'~""""' ,/ ./ /,/ ./ , JC~~GRA VEL ./ ,/.- ..- ,,' / -- ~~ '~ ..., "''''... .....~'- "'-" \\ -'-,,~ \\ ',~ / GRAPHIC SCALE 20 0 ~ 10 I 20 , 40 I 80 I ( IN FEET ) 1 inch = 20 ft. z ~ ~~ ~\\)\)-~~O~ ~ O\)Y~^t\.~ ~~~O OV"(y- ~y~ / /' F~f ~ tv <:> v.> ~ lJ c rLa ~(O)~ (4) TRUNK POPLAR 24lt, 12", 12", 10" 200 AMP. ELECT. SERVICE & METER --0 C(}NC. SLAB \ 1 I \ l ~ \ \ \ '----~"'--, "''', .....,,- "",,- ....... " "', ~-" , _~'F__~..--_F_-~-. ~~ . ~ t* ~ URBAN GROWTH BOUNDARY -- CITY LIMITS OUTLET 0 NOooI2'15"E 198.29' 'ER NOoo16'23"E 114.83' -15.0- QWEST PED. MILLRACE - - - - - - - - _EX,I6'WA~ - - _ _ _ _ _ _ --I-- _I _ _ _ -=:::J _ _ ~ _EX. 18" CMP_ <::::::J \ <::::::J _____~i.:~~5.--=_=__r--=----~ .----t------------ EDGEOFPAVlNG ____ ~ EX.DITCH_':'=-=-=~-=-':' _)EX.GRAVELg--EX.DITCH I ~~ 5:> CULVERT INLET EX 20" WATER &/------1i B/lNNINGOFAC.PAVlNG CONC.BRIDGE - -11- - _f.tl -~;;';- - - - - - - - - . - - - - ~-f' - - -~I~:/ f- EX.GRAVEL L SOUTH 28TH STREET v I~ _______________L_____________ _-----~--- ----------ro~OFAA~G-------------------~-- ~ \\ ---- ---- P,P. #02168 PRIVATE P.P. WI UNDERGROUND ELECTRIC OH ELECT. LEGEND SUBDMSION BOUNDARY - - - - - - - - - - EXISTING IMPROVEMENTS ---"'-470-~-"-' ,.", ".-.. EXISTINGCONTOURS PAY. R/W PAVING RIGHT-OF-WAY DECIDUOUS TREE CLUMP ~ SITE DRAINAGE SITE ASSESSMENT NOTES: 1. BASIS OF ELEVATION: CITY OF SPRINGFIELD BENCHNIARK ON 28TH STREET AT SUB PUMP BLDG ELEV. = 473,16', 2. BASIS OF BEARING: SOUTH LINE OF PARCEL 2 PER LANDP ARTITION NO. 97 -PI 030 (CSF 34613) 3. FLOOD ELEVATION FOR THE SITE IN "AE" ZONE PER FIRM MAP N0.41039C1161F, 100-YEAR FLOOD ELEVATION IS 462.3'. 4, AS REFERENCED FROM THE CITY OF SPRINGFIELD WELLHEAD PROTECTION MAP THE SITE LIES OUTSIDE THE BOUNDARIES OF THE 99- YEAR TIME OF TRAVEL ZONES. 5, AS REFERENCED ON THE CITY OF SPRINGFIELD WETLAND INVENTORY MAP THERE ARE NO ON- SITE WETLAND AREAS. 6. THE SOIL TYPE FOR THE SITE AS REFERENCED IN THE SOILS SURVEY OF LANE COUNTY IS 29-CLOGUA TO SILT LOAM, PERMEABILITY IS MODERATE, THE WATER TABLE FOR THE AREA IS DETERMINED TO BE AT THE MILL RACE LEVEL, o d~ v:~ &1 ;n~ S' tri. Commeroal Ave I"'l: .~" '::~~~t.!fA~~,.,. VICINITY MAP N,T.S, 00 ~ Jo-4 00 ~ , V) J NOO 0 ~..... 'M ~~ Z ('f)~ Q ...!.~ U 0 ~. Q ;:;..; V) ..... N "- f.1J~ t:Q zV) ;:;..; II g~ Q t:Q ~ .-4 P..1.x.. ~ 6 ~ - ~ tZl <:: ~ u Q Q tZl ~ 0\ ~ ~ r4 ~ ~hs Or! @O\ p;~ ~ ~ 3~ "0 N t~g 00 U I 0 ~ , ::>f.1J <:> 00 t;\O' N .-4 . ~!:'J ~ M ~ 00 c.d2 .-4 ~ o~ R ~~ ~ ~ \OQ ~ t:Q ~ ('f)P.. 0 ~ Q - ~ ~ ~z uO 00<'-' f}3 0 ga ~ :0 &-4 0 '-" C\ ~::c: ~~~ ~~~S~ CZi ~ ~ 0 r:J'J ~p. ~UrJ:l ~ J:Ll ::t:I:: ~ ,~ NO~Z~ ::c:-< ~j< &-4~ . ~ 82 ~9~~ 00 00 ...... ~ ~ ~~ Z o~ ~ M '-' ;;E~~ ~~ rJ:l ~ ~ f-i - f-i r:-; ~ ~ lJ:: tZl , EXPIRES: 12-31-2008 ~ SHEET: C2 20F 6 ___J ~ ~ __- _J /".-~ tv '" <::> w \0 02 - '- "'. APPROX, OUTLET TO MILL RACE FL,=468,5' ADD RIP-RAP CONC. BRIDGE EX, 20" WATER OH ELECT. - - EX. P.P. #86059 & #4S482 PROPOSED STREET LIGHT LUMINAIRE & ARM MOUNTED TO XE. POLE. SEE CITY STD DWG, 5-22. 150W HPS. PROPOSED STREET LIGHT LUMINAIRE & ARM MOUNTED TO XE, POLE, SEE CITY STD DWG. 5-22. 150W HPS, EX. P.P. #02168 ~ o ...... \0 QO o o ~ o ~ \0 '* ~ ~ M U , M QO ...... - M QO ...... - en Q) tE "g u - Z ..--.--. \0 i I f ! i 1 i f I ! J k .00 ,1\0 i,t.. 1\0 !~ ~ ~ ~~ ~~~ \ ()o.. ~ ~o ~~~~~ ~~o oV"""-. ~~~ \' / / ..;;'., ~<' ~ OH ELECT. GRAPHIC SCALE 20 0 ~ LEGEND o ~-? ~~ x) (I] @ CD _ ELEC _ _B.:W_ _OHP_ _ 48"SW_ _ TELE _ -=:::::J 10 I 20 I O~~#'/ <<-01. v~ ~l ). ~ il,.(:'h) / ..->,r."-/ ~ --"./'" ..,t'< // :~.69: /...~"-'./~~- /"'_.~." ./ ~/ ,..~.".,-._.-"".._-"J'v,~ ~ ~ / . 'r',,,>' ~ .....-"'.......f...- ,.,.., ~ ...\, ,. ~..-.~-'-"'..-.../...,.. ./.........""../ -""""~ ~ . f1' ~........'~_...-. _./' "",""'" ~ !!.i\.!! ~ ..-"~,,-'" ...~-".- ~ --c:::"'" /.?/ ./'--/ __~ ~/ ___ . E ~' -..... .,...."'1',.. ~-",.-"" ,-.----..........~...-."..- o{'\6"t'o , ,.......,..- ...-""- C /,.. /:1" -"",...../"... "'....""'.. ~"t" "~".,..",,' \ '0 ^. . _~._-~./.~:---;.~:/~ _,....,...-~.~...--r. .' '\1."'~'- ~ OO~ \ L [\,P- ",._vv .-/ ~ ~~ ~ ~~ \ 11 I L. . , .-, ,---..~~---;---,---::;._.**///' .....--~,,<~".... .."'~~ . ~G~'\) ~~ ) . ~",,~"''l.~-_:'''-'' .-~_.."""'" ~I--~~ ..",/_,d ~~-# ~ -<))).~ '~c;~}. ~ ./' .v<--'~-::::"_"'''_~-::~:~_''''''~ ._.~.._""-"/ "",<<,,""'~ .,..-' ~v 'P-V; '''" ~G ~w.. , ~ ._--- ....--~-..~,...~ ............-'___........-',p", ~~~ "~'\?~ }.J:)Y' / '^...,......__..-.-.N"""#-"...' ..'~ ,~- ~~~..... ..,.._ ...-,...-. , ~~., .../" ~ ~ .. "\ '_ ~~ .,.' ~ -,..- ' ,---- '.:^....-.... ,- .'..:..-,_.. r~- ~,.......,. \~~~'J ~v ....."-.'\.,//.......,....<._"'.,-~ -,_...,."........-.......~'---~.- ;.//...,....... /-<"-?',., __...-.-",,/ 0~'\\.~'Y~0../' ~ . /"'.._.<.__...d~.,r""'--' '-..."........'" ~>__...-.-,_-,-_..~.~--._.,-'_.w._...----~~n a~..Bl\l~l':~--"'., ~ ~ I ~ ~S ~ ' \\~. / '" "u....._~............'_...- 't~l. ..'0.... ____ -:;:::=-..' t ./"" \ \'<:) ",/ .<,~~-''''........... ~..~_~.._~..M-...:::---'-::.........'" --=_--..--~---.,...~",..,..... """'-""'..... ~ ~ . , /",/' ~ - - --,...:;;:::. ~ -,.,.,,-_."'...~- - ---- ...----"..,- f-.... ~ "",.." "../"/./"" ...,...-~~'-"'_..,....'\.,......" t/.'_u/'" - ~~~__..4-.,_~M--'.'-.,..,--".<~._..~-,..-...---~. ,t: \ --- ' ~ i V / /" "'-""""', f ./....,-~ --?- 'rP 'I ,.,./{;/ ~./?r--'-----' ,.,-,_._~_ j / ~108052'09"W _____ /~ ~ V' . '. ! ~"'C~ / / / ._".~.- l}.~ ___ ././' ~ ~ ',-J ~S~\.~ /' / 1 l~'j.UU /r 'E: - 00). ~ & jl;" I/~,..- ~! --...~- ~ -==RA~~/~~g~g::~:: ~\ _ _ ~S~Y ~jr--'-"--' ~/ / ^ V AS APPROVED;BYTHECITY ROOF AREA \~ -----....... ~/ ! , , J l DRYWELL ~K ~/ / / ft __ / _ _ _ ~ --- () '-U. / - /'.' (RELOCATE) // .// 1 iF; . // t! / '- SERVI:/~/ II! I ~ /1/ /lK"SW \ ~ S"SW [i] S"SW ~ / ~~~~_ ;"SW\ z~~_, 1/1 /1~ {( 1~ \ H ~ ~~~"~, I!~./ I t \ ~ ~ i "r 'I jjJ t ~,p,~~ i I~ II \( ,-~\ "'.'"r"//'~ I ~ ~~ I -r-- -- __ __ ~ '''', v 00 '\"fjER SPIGCT '" \ \" ~ ~ --- -- . I ..".~ ~]IRR, BACKFLOW PRIVATEP,P. ---.....-------.I-.GRASSY SW ALE -......------- r--------.-....c:-----------GRASSY SW ALE ----- · -------- ,~. .18'J.....S' 'w ... WI UNDERGROUND 'Y''':' --- __.~...'~~' ~' "'-11 I ~4 /METER ./' ELECTRIC NEW FIRE HYD. ~* --.-'-- :--_._~ NEW~.-I-- _ ~mGUY\\~. ~ ~ _ ~ - e-- EX. lS"~:12'15"E~8.2~ _EX. 16~;'~:~~MP - - - - - ~oo16'23"E 114:; ~ ~+ -l,41 / ~WEST PED.:-~. 16" WATER ---------------, I -I- I ---____________L_______ - ------------rn~@AA~G-----~---------------- 40 I ( IN FEET ) 1 inch = 20 ft. EXISTING POWER POLE FIRE HYDRANT . STREETLIGHT CATCH BASIN STORM DRAIN MANHOLE TELEPHONE RISER UNDERGROUND ELECTRIC LINES WATERLINE OVERHEAD POWER LINE STORMDRAIN LINE TELEPHONE LINE SITE DRAINAGE G,B. - GRADE BREAK A,C. -ASPHALTCONCRETE CONC. - CONCRETE FL,- FLOWLINE C,B, - CATCH BASIN S,W, - STORMWATER R.D. - ROOF DRAIN O,H. - OVERHEAD ELECT. 80 I z PROPOSED ~ POINT OF CONNECTION -1 It WATER- ItlWATERSERVICE ~ WATER METER -6"RD- ROOF DRAIN LINE W\DOWNSPOUT NOTES: 1. WATERLINE EASEMENT IN FAVOR OF MOUNTAIN STATES POWER COMPANY, RECORDED AUGUST 20, 1947, BOOK 354, PG 247, RECEPTION NO, 46828, LANE COUNTY DEED RECORDS, tI.l ~ ~ tI.l ~ ~ ~ .,.., NOO ~ ~~ ''''' <";l~ ~~ .,..,..!. , ~;;t; @~ p..~ o ~ ~~ (5- l ;~ ~ ...:l~ !' ~~ ~\()' · i; ,CV ~q \~ M p.. c Z 0 u o :;>.; ~ :;>.; t:Q II t:Q 0 .-I u.l ~ ~ ~ o 0 ~ ~ ~ M QO Y o M <::> QO ~ ...... ~ ~ ~ ~ ~ ~ E-i t:Q u.l <( 0 d o ~ ~ ~ --6~ rJl U '-' en. ~ <~ j:il rJl 0 ~ ~ :::> .-; 0 ~ ~OC~~ ~~\O~~ ~~~S~ ~~::8~ ~~~~O N ~ ~~. ~ ~<~~Z ~~~ ~< ~O~Q~ OE-< Q~ Z (/)~ 8~E'9 ~ I 0 ~ ~ 9~ > ~~~ ~(/)~ ~ ~ r.n pj ~ E-i ...... E-i , EXPIRES: 12-31-2008 t SHEET: C3 3 OF 6 o~"P# /" <to-y, /;,w ./'" r/ ~ p.""-' ~ //,,/' ~,,69' /",~~/ . ~ ~.~.V"'->.,,-""'.- "",.,-/<,/.r..' . ./'" /+<"""",,/,,.x r.,..,,'_....~.?r,..'. . ~ v/ .....,.,..;" ,\"H\ /......~. .//"...- , "';..,' ;.. , ~ ~~ / ~, ^~- ../ ",. .....,,_.~ ,_." ,-""" -'" .... . 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' O-YJ\.~-Y~O./'" ~'" , ,'" ,~'" _~_,.....,_.----~'"~;M-..-.>~'._._~.....-- _,p4r1(Tf(~H-- ,/~ ~ ~";:).r.., tP. .r'" " u~~._'.--~. , ....-TGF--eF 'P1:U'U~ ~ t A C \0 ../' ~- _.~,--.---,,,..--;:::;::::::.::- ~,,_....::=-'--:::;~-,......- .......-""", ~ A C ~71 8 /"" -' ~. ---~-~ -- -- ~"i . // ~ --::::: - r..., ." ,- --"------- - -..-.....-..--'---.. _ do'/' - :"", i . 471.'8 /..L'.../;/ .... .,' / ..... ....,0<' ...'....", i ,._~~~.....,__,.,,----<..._w.....-. ~~ , ~ t ~ONC. FL, /;;///-~_...__.,/ "'-......-~.---J I 1'lOS052'09"W ~// ~~ ,I ~~~~ 4J .6 /.. / // '--- l~~'uU --- ,,/" ~ 'q, '",j oo<t s~ / ( (/ ~_ .. .. ....._~_____..__~ / --- / ~\ S~~ _~.._..---, t'~/ / /' · ,..... r ' n ., _ ~ .-/' / 155.0 \ _ - --- 472.0 i' ,,/ '-Ji / I ~.- OPTIONAL "RAil)l6ARDEN" :~~~g:~:: \ ______ .... f-lO.O- ~ /f-cl ~ J.'~ _ ___ ~ A~~~' _/~~t BUILDING"D' \0 J , .._____ __ -- -- 0 472.'0 .' ~ l47I8 2,( 00 S.F. ROOF .A ~:A,.j f <~I A C ~ _ -- " . __~ F.F.=47.1~''-<'. tv . l 1,1 ~ / .- - - - .-4 ! -......:::~ .J' <:> !.....;; I J~V 472.0\ ._------ ~,lo~~k~~6i'~ I "'" co /' ~ ~~ II ! ~ J I FL.~;- - F.F =471.8 / /' ,/Rj' /~ALE 'l ~\ lSoNc. FL. 0.5o/~ I FL. 8 "=470. 0 I 0.5% I lCONc. FL. I J 1/. /f"471.6 V V ~ V l 471.6 ~v IlI/ g; FIlA69.7 i ;f~~w \ t t X"xw ~~TE t CONC~VALLEYGUTIER t ( t ~ 8"SW 9 \ i BUILD tNG liB" \ f 401 0 S.F.F OOF AlmA \ f F.F.= 71.8 \ Iii //1 i I I l I (' I' A, C. , ! I,' , \' rl I 471.8___,_~_1.__"'><-~'-><~'-"--7 0.5% I FL.10ft=470.0 I 0.5% I \ , \ \ A C .~,_H,">- 'V I c. V V '<I V ! t ,\ \ 50.0 r ,:. .~....~~- r' ~w I \ \ r \ \ SETBACK - ,~,/t / lf71.8 ~~~C. FL. tit ~~TE t CONC, VALLEY GUTIER t C~NC. FL~t ! i I I ./' ~ 'IV f 471.1 47{.6 I 1'/ i ~"~ ''''''~'''--''',-// ;~~ \ I 2,21~Wi;~~g;~tEA ~~~~-:..:~.,' , F.F.=~71.8 I "''',>.". \ ~ " '0 '~ I Ft;~69' CO,,..l C FL i----.,.........--------.GRASSY SWALE ------------- ~---------c---------.GRASSY SWALE----- I( -______....l I 11"1.. I " _._.....J8J."'S.W ... 471.6 \ ~ ~-"...~ 'FSLW.=4AL7EO.5 ~ I FS.Lw,,=4AL6E8.7 A.C, t ~V _ ~ ~~~:~~ ~ ~ _ _ ~ _ EX. 18,,~:12'l5~198.29' D ~~~ijTREATMENTMH _ _ _ _ - ~ _ N00016:3=- ~4.83' I ~ l t, ~ - - - - - - - - - - - - - - - i - /- - - - - - - T - - - - - - - -~ - - - - - - - - - - - - ~ - ~ EX~OADSIDEDIT::. A.C.~/NEW!!."RC- I :3 ~ 472,0 N[ SOUTH 28TH STREET ---____________L___________ ___________________________________________-- , , ! . f ! ,i I j [ f > ! . ,.!'" l-~'''''' ."'.....f C,B, /' GRATE '" / 471.3 ,/,. ..,~~i' FL.8~0 2 ~...... ~"",,"4, .'..... ,- I~ t l\c ......"'...."' ,~ 1.,.....,"'" ""., fi1 "'" ~ :>-t c:a ~ ~ ~ ~ cj 5 u -" '''"' "'...... A,C. 471,8 ~ l ~J ~f i i~O 00 t ~ \0 .c::a " ~ 471.8 t A.C. ~ 472,2 -<::::l ~' ROADSIDE DiTCH ----l \EX. A.C. I I _---1 --- -- 471.8 ::?J ~ N - \0 00 <::> <::> t:! <::> ~ \0 * ~ ~ U I ('I') 00 - - ('I') 00 - -fii Q tE "0 c::s U - Z t ~ i ! i { ! J ! ! f I :k 00 }\O !~ [ \0 i~ q ~ 110. ... GRAPHIC SCALE 20 0 ~ 10 I 20 I 40 I 80 I ( IN FEET ) 1 inch = 20 ft. z ~~ _......\\)~i: \00" ~ '\30u~"v" ~~~~~ '\3~O ov"y- ~~~ ~ r:~~1 ~. /" LEGEND: -<l SITE DRAINAGE G.B, - GRADE BREAK A,C. - ASPHALT CONCRETE CONC.-CONCRETE FL. - FLOWLINE C.B, - CATCH BASIN S.W. - STORMWATER R.D. - ROOF DRAIN STORMW A TER NOTES: BUILDING "A" ROOF AREA=2,100 S.F, BUILDING "B" ROOF AREA=4,OOO S.F. BUILDING "C" ROOF AREA=2,200 S,F. BUILDING ttD" ROOF AREA=2~600 S.F. TOTAL ROOF AREA = 10,900 S.F, TOTAL PAVED AREA = 14,060 S,F. GRASSY SW ALE: THE ENTIRE PAVED AREA AND THE ROOF AREA FROM BUILDING "C" DRAIN TO THE GRASSY SWALE. TOTAL AREA DRAINING TO THE GRASSY SW ALE = 14,060 + 2,200 = 16,260 S.F, TOTAL AREA OF GRASSY SW ALE= 1,750 S,F. REQUIRED AREA OF GRASSY SW ALE = 16,260 S.F. (0,10)= 1,626 S.F. DRYWELL BUILDING"D": BUILDING ttD" ROOF AREA = 2,600 S.F. DRYWELL SIZE = 796 S.F. X 3FT. DEPTH DR YWELL BUILDING"A" & BUILDING "Btt: BUILDING "Aft ROOF AREA = 2,100 S.F. BUILDING "Btt ROOF AREA = 4,000 S.F. DRYWELL SIZE = 1,863 g,F, X 3FT. DEPTH en ~ .-c en ~ ~ V"l Noo ~ ~~ ~~ <'?~ ......v ;j\~ --. ~v zV"l g~ A..~ o ~ 0\ ~~ ~...... ~ o~ ~~~ ~~ g~ ...:lffi \OQ MA.. e e 0 o :;;.; ~ :;;.; t:Q II t:Q 0 _ ~ ~ ~ ~ o 0 ?i ~ "'0 ~ 00 I <::> ('I') <::> 00 N .-4 ~ ~ ~ ~ ; ~ f-I t:Q ~ <( 0 d o I-a ~ ~ ~5~ rJ1 uoO ~ ~~~ ~ ~O~ ~ 0 C ~~ ~~ \O~< ~~ ~~~ ~~ ~g~ ,..oP" ~u~ ~~ ~~": ~~ ~j~ 8 ~ ~9~~ r:F:J rfl J.-.4 ~ ~ ~ ~....... ... Z 9~c.:> ;@ ~~~ ~~~ ~crJ.o ~ ~ ::t:: tI:1 ~ ....:l f-I - f-I , EXPIRES~ 12-31-20081 SHEET: C4 40F 6 GRAPHIC SCALE 20 0 ~ 10 I 20 I 40 I' 80 I ( IN FEET ) 1 inch - 20 ft. ~.~k --:....:..:.';,;.;,; .;,;,;.;,;,;,;,.,'.',. . , . ..----.. ..... .. .. ... .. J''''--';;'\, "..- ~i)..'\ ~' / z / tIl 6 ~ tIl ~ / ~ / ~ / ~ / D~ l..'''},. 'Q o\)\J ~"},." \)~ \"},.':J. / RACE MILL / / / ~ / ---- ~ ~ / RlJlFDING "D" &-\'_. r:J?: - ( '\ .U~O:O Q \ / / 1\ \ PAV<. ~ ~ ,:;t/J ~ ,-......,,,--/ "- ) - -o.~ ~ 1ovOtv ~ -- -- -- - -- ~- ~ -- --. / 10.0 SETBACK ------- tP. ~\Jl ~~ 'Z ... ~ NOBo52'09"W l~~'UU r / / / / / / r I I \ \ \ t6 \..) ~ r <:> o N L tJ ~ ;:} ~ - z 00 \0 o ~ \0 ~ q ~ ~ Vl NOO ~- ~ ~~ ~ " <"? "'" ~~ Vl_ .."lIil " t.a "'" .~~ g ~ .~ '\ a... IJ:.. f" ~ ~ '~ . .~~~ - ~~~ ~5 z_ ~ ~! ~ ~i t::;::'t.a · i; ~. ~~ \Oq ('f)a... ~ ,..... r-\ I(~\ ( I < ~~ \ \.:;t;J '- ......, "-- / 30.0 "- _ J I. - - i-.. - - - -,.. _ _ _ _ .- _ PAY _ \ .....- - I -- .....- _ _ --- .....- _ _ --- _ .....- _ _ --- .....- = '- --- .....- _ _ --- .....- _ __ -- ....... _ --- r \1rc!" '-)(lC~' ,,) tlCv ",) (lC!' ,-) tlC V ,,-) tlC! ,,-) \/lC V' ')\/cr V '~)/~\ #f,(-j~) '-It(_~q;;~ '-II(-j~) '-II(-)~) '-II(-)~) '-II(-)~) '-II(-)~) '-II(-)~j (, <11+1 IJ ~ / '---- / ~ P-i '---- / '---- / \ '---- / \ '---- / \ '---- / \ '---- /' \ ~ I JL~ / " / " / " / BU'lT nnTf"t "B'''-- / " .. / '- / \. -1 t.. / I D <.rry - - - - - - ~1:.4..JJd:.~ - - - - - - "-. -'l '-- .J "- J - ( ---- (5 (5 0 0 > 0 N > a:l II 0 a:l ~ ..... ~ e ~ ~ - tI'.) < ~ U 0 0 tI'.) ~ EMERGENCY VEHICLE TURNAROUND 1 Fe 0.5 Fe 0.25 FC ~ 20 FEET BETWEEN AXIS TICK-MARKS LUMENS PER LAMP = 1750 LIGHT LOSS FACTOR = 0,85 OPTICAL HEIGHT = 7 FEET ARM LENGTH = 0 FEET TILT = 0 DEGREES FROM NADIR MAXIMUM ILLUMINANCE = 2.2 FOOTCANDLES ~ BUILDING "A" -- - '-" -- -- -- -- --- --....... N o w \0 02 -- p::J o o <5 <=> ~ f> N 0\ .-4 00 en " ~ ~ V) 00 u , 0 ('t) <::> 00 N ..... ~ ('t) ~ 00 ..... ~ ~ ~ ~ a:l ~ 0 ~ 0 - ~ ~ -- --- ~ -~" r?~ - ) J, I I I ( /\. 'll \ I I I I I I ~~--'/ I I I ~-_........... r-\ .I(~\ ( I <! \ \.:;t/J '- ......, "-- / , \~---,,- ~---"- ~---"- ~---"- \ /' ~ / \ /' ~ / 0;> \ / ~ / \ / ~ J C;.-\~-)I '. rr~-)I ~~r~-)/' rr~-)/' ( I, , .. J l R ~( , , i J l ..\ I ( . " ^ j l --' ( " ^ J l ~ \ -... -I"-' __ o~ ....~~-........... ~~--t--........... ---:::::--.---.. --I-.-If-! -- -f-- -- \ ~ ~~ o ..... --- --- --- --- ~ "- (' " (' " (' "- r?~~/, r?~~/' r?~~/' r?~~/, ( " ^ ~ l --' (., " ..~ l} ( ,'-.. J l ..\ ( ''- ^)l) - ~---: ~ ........... ~ -: = ........... .... ~ -: - ........... ~---= - ........... 50.0 SETBACK "-_J r-\ / -... C 35.0 I ____ ( \ \ P t~ I < 11(11 ELEC'l\. G'l. "rI1 (,d) J o J~~tt I IESNA:LM-63-1995 [TEST] HP-05331 [DATE] - - [MANUF AC] HUBBELL LIGHTINGJ INC. [LUMCAT] BRI-04-BRSx [LUMINA IRE] EUROLUXE SERIES [MORE] REFLECTOR: DIFFUSE ALUMINUM ENCLOSURE: FROST, PRISM. GLASS [LAMPCA T] 100A t [LAMP] 100 VI A TT IF INC [DISTRIBUTION] ROUND1 BULKHEAD MOUNT VI ICAST SHIELD [SEARCH] ~z uO rJJ<O ~ O~ o :0 ~ 0 '-" " ~~ \O~ ~~~Z~ ~ < ~ ~ ....:t rJJ::> E-- 0 Po; ,.d?- l""-4 U 0 OO~~~~ ~~ ~jffi o 0 ~O"~ o ~ ^....:t rJJ rJJ ~ ~ ~ l""-4 ~ Z O~ ~ MO ~ ~~ l""-4~ r:n 27,9 BUILDING "e" - f- 25.0 PAY .- -- .... II' II' NOooI2'15"E 198.29' I I I \ J ~ ------ NOoo16'23"E 114.83' - - - - - - - - - - - - - - - - -t-- ---------------r-----------T------------------------------------ I ~~ : ~~ SOUTH 28TH STREET : ---------______L________~-l----------------------------_______---~-----------~ / PROPOSED STREET LIGHT LUMINAIRE EX. P,P. #02168 & ARM MOUNTED TO XE, POLE. SEE CITY STD DWG, 5-22. 150W HPS. -f-- Fooi:prints OM) by Gnrclco Ugh ing EX. P.P, #86059 &#4S482 PROPOSED STREET LIGHT LUMINAIRE & ARM MOUNTED TO XE. POLE, SEE CITY STD DWG, 5-22. 150W HPS, ~ .0,25 FC "- 0,5 FC" / r ~(lFC). I , ( I ~ ^ -'"\~ \ '=~)/ ~_........... SINGLE 100W HIGH PRESSURE SODIUM "EUROLUXE" LUMINARE MOUNTED ON BUILDING 7' ABOVE FINISHED GRADE. ~ ~ ~ ::z:: tI'.) ~ ~ ~ - ~ 6;s~~PRrr(@ ~ 1667 V / 'A:;(\~~V ~ ~~.....A'K"'.1 "'N/n~ 4t1 -=-$/ 7D c. l'l\\.V/ - ;:;E t:l.c V) ..... \0 00 <::> <::> ~ o ~ \0 * ~ "0 V) u . ('t) 00 ..... - M 00 ..... - en Q) tE "0 (rj U .-:-: Z , EXPIRES: 12-31-2008.1 .~i IRf,n SHEET: C5 50F6 I J'~' ,~~.~~ /.1J U ~ ~ -J -J ......... ~ I I I J I ! I \ ( / I / I j / I / f I ! f / ! j f J ! I I I J I i ! I i:. fa ~:J d) n ()- -( w u.~ ~ ~ ,..~ ~--- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ffi u. Z ~ ~ ~ W d) ~ I -( ~ z () i: I ~ Z }: in SLOPE TO GFW:>E /' ".,- ~~~ ".,- /- ,/ ,./ /' ~ I -"'" ,/ .... , -' ~ I ,..",,,;' .... .,.."" ~ ./ .,/ .... I ,/ ......- ~ I / '" ,./ .... I /" ~ ......- ,/ ;" ~ I ~ I I .... ~ "^ \ \... \... ~,...v-e ~ ~ Z N X ,/ ,.....,. ./" ./' ./ .- -...-'" -- -" ....- -- ~ .... ~.... .... ~.... ~ ....~ --~~ --- - ---- ------ ---- ------ ---- .".".-----"'- --- - ---- ------ ---- ------ ---- ------ ---- ------ ---- ----- .- .....,. --- -- -- 4' NOTE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE Y'iHEN EVER POSSIBLE. TYPICAL TREE PLANTING SECTION SOUTH 28TH GUY ~IRE STAKE5 AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENT AL./CONIFEFC:. TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1./9 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TFWNK) PlANTING SOIL OOB GRADE COMPACTED TOPSOIL (BELOYiROOT BALL5 ONLY) sc.ALE: 1/2" = 1'-0" ...,,- ..... --- .- ........ ,.r- ../' .- .- .- ------- --- --- - .-- / STREET AD.JACENT BUILDING OR EDGE OF PLANT BED ~ SPACING "0" 3" O.C, 6" O.C. 'lit O.C, 12" O.G. 15" O,G. ROJllt "A" 2.6" 5.2" 1.2/' lOA" 13.0" SPAGING "0" le" O,G. 24" O.G. SO" O.G. 96" O,G. 4e" O.G. ROVi "A" 15.6" 20,8" 26.0" so.o" 41.5" GROUNDCOVER SPACING DIAGRAM SECTION N.T.S. PJ..AN,. eCHEDUJ..E I KEY I GTY.I BOTANICAL NAME TREES ARB F~ PM 2 1 1 SHRUBS AlJC, c.os GSK EF EUA MA NOM PLO PLMV YO 6 2e 12 24 1 94- 10 16 10 15 I COMMON NAME I MIN. SIZE I COMMENTS Ac.er rubrum 'Bowhall' Fraxinu~ latIfolia Pseudotsu9a menziesii 60whall Ma Ie oregon A$h Dou91a$ Fir 2" cal. 2" cal. 8' ht. Matching, limbed up to approx, 6 ft. matching, Full full Arbutus unedo 'Gompacta' Cornu~ sericea Cornus sericea 'Kels j' Euon mus fortuneii 'Emerald and Gold' Euon mus alata 'C,omacta' Mahonia au uifolium Nandina domestica 'M er'~ Red' prunus laurocera$us 'otto Lu ken' prunus laurocera$u~ 'Mount vernon' Viburnum davidii match in , rull matching, full matchin , rull matchin , full matc.hin , rull matc.hin , full match in , full matchln , full matchin , full match in , full GROUNDCOVERS, GRASSES, BULBS AND PERENNIALS 14 EF AU GO HE60 .JE NK 24" o.c. Arctostaphylos uva-ur~i 24" o.c. Garex obnupta 20 Hemoracallis 'Stella P' Oro' 12 .Junc..us effusus 40 Narc.issus 'Kin Alfred I matching, full matching, full match in , full matchin , full , ~ 9" BARK MULGH 12" GROViING MEDIUM Kinniklnnick SIoU9h sedge Stella P' Oro P iii Soft ~sh Kin Alfred Darfodil 1 ~al. 1 gal. 1 al. 1 al. bulb LANDSCAPE GUIDEL.INEs A. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB-SASE TO BE 18ft MINIMUM 6ELO~ FINISHED GRADE AT PLANT BEDS AND 12" 6ELO~ FINISHED GRADE AT S~, 2, TILL SUBGRADE TI-IOROUGHL Y TO A DEPTH OF 6" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. S. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGf<ADE AT PLANT BEDS AND 12' TOPSOIL AT SvtALE, ADD S" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LaS. PER 1000 SF. ROTO-TlLL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE Sit OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. DO NOT MULCH ViITHIN S~, B. PLANT MATERIAL 1. PROVIDE ONLY HEAL TI-IY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT 5UB5T1TIJTIONS TO BE APPROVED BY LANDSCAPE ARCHITEGT, S. PLANT LAYOUT TO BE APPROVED BY LAND5CAPE ARCHITECT PRIOR TO INSTALLATION. IRRIGATION SYSTEM REGUlREMENTS 1. AUTOMATIC IRRIGATION SYSTEM TO BE PROVIDED FOR ALL LANDSCAPE AREAS. 2. IRRIGATION HEAD LAYOUT - HEAD TO HEAD COVERAGE. S, SEPARATE ZONES FOR L..AJIIfN AND SHRUB AREAS. 4. SEPARATE ZONES FOR NE AND S~EXP05UR.E5, 5. 181t MIN. COVER OVER ALL MAIN LINES AND 15" COYER OVER ALL LATERAL LINES. €", 24"X18"X12" DEEP SUMP UNDER EACH VALVE. SUMP TO BE S/4" PEA GRAVEL LINED ~ITH FILTER FABRIC.. i. Sit SAND BEDDING 6ELO~ALL PIPES. 8. ISOLATION GATE VALVE BEFORE EACH AUTOMATIC CONTROL VALVE. (NIBCOT-119 OR. APPROVED) q. MANUAL, BRONZE DRAIN VALVES AT MAIN LINE LO~ POINTS. 10. SPRINI<LERS - RAINBIRD 1006 HEADS OR. LANDSCAPE DRIPLINE TIJBING. 11. AUTOMATIC CONTROLLER TO BE RAIN BIRD ESP-MC. 12. AUTOMATIC CONTROL VALVES TO BE RAIN BIRD PES OR DYX SERIES. 19. VALVE BOXES TO BE ACCESS (AMETEK). BRO~ LIDS. 14. MAIN LINE TO BE SCHEDULE 40 PVC. 15. LATERALS TO BE C1..ASS 200 PVC. 16. SLEEVES TO BE SCHEDULE 40 FYC. (6" DIAMETER) li. MINIMUM PIPE Size 9/4". PJ..AN,.,N<17 J...E<17ENI:> PROPOSED TREES ~ GROUNDCOVER (AU) ~ SHRUBS CARE>< OBNUPT A (CO) tJ! ~... ~~~ PERENNIALS (HESO) 2' ~IDE FLAT60TTOM PERMEABLE FIL 1ER FABRIC. LANDSCAPE PLAN 6'-0" SECTION GRASSY S~LE VV REGUIRED SETBACK PLANTINGS N.T.s. ru I I 04816 32 SCALE: 1/16" = 1'-0. I 64 -Gc,lSTE'ltp~ ~V 279 v.o .~~. t'"'4 David J. Dougnerty E-c ~ U ~"'- OREGON ~ "0 ~ 4PE A~\.j'\;T w 00 => 02 ::cO wC) o::~ ~O W C> <:( 0:: o I- 00 - Z - ~ j .~ ~l .....1 ~.3 ~i Q w a.. <( o CJ) Oz Z<( <(....I ....10... I- W w 0:: I- 00 ..c ........, ex:> N ::c l- => o 00 ~ J s ~ ~ lip ..,. * ~i~ ! ~i ~~i ~ ~S W I ~ - o ....J W - LL C) 2 - et:: c... en -=-= o W J o a: Q.. DATE: 2; JUNE 2008 REVISONS: DWG NO. E8 LA-1 --- TOP OF BANK ~ _ _ _ __ r'.--.--.--'-- / .--'-- /~-------------------------------------------- ~ ./ ./ ../' ./" ../' /' /' /'" /' .- ./" /' /'" ,/ 50 FOOT5ET6ACK ~/////// ---- NORTH DLA'tIC. COPYRIGHT 2008