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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/31/2009 LOT SIZE: OWNER: APPLICANT: UTILITIES: WATER: ELEC: SANIT ARY: GAS: STORM WATER: ~ ,~ ~ STANDARDS BASE FLOOD ELEV <= 431.0 (UPSTREAM LOT LINE) ./ SCALE r . 30' lLegend LANDSCAPING / EXISTING 3.5' x 60' ABOVE GROUND PLANTER TO BE REMOVED ROW OF ARBOR VITAE TO BE PLANTED ON NORTH SIDE OF FENCE; LOW SHRUBS (2 GALLON CONTAINERS) TO BE PLANTED ON SOUTH SIDE OF FENCE. ------ .------- ------- ---- ------- ---- ------- --- 24" SAN S'N~_---- ..---- -'-- --- ~WR-- ___ MH -------------- -------------- ~ PLOT PLAN/MINIMUM DEVE =OPMEN1~ RALLY COF-=EE COI\~PANY ADDRESS: 3400 FRANKLIN BLVD. TAX LOT: 17-03-34-32/100 ZONING: LM (PER RLlD) PREVIOUS LAND USE: 5189 OTHER MACHINERY, EQUIPMENT & SUPPLlES/ WHSLE (PER RLlD) PROPOSAL: SITE USE FOR VvHOLESALE DISTRIBUTION & SUPPLlES/ COFFEE ROASTING. LOT COVERAGE: BLDGS == 17% LANDSCAPE/NA TURAL = 19% PAVING = 13% GRA VEL == 51% SKILLERN INVESTMENTS P.O. BOX 714 SPRINGFIELD, OR 97477 RALLY COFFEE COMPANY 3400 FRANKLIN BLVD EUGENE, OR 97403 THE' SITE WILL BE USED AS COFFEE WHOLESALE THERE ARE NO MANUFACTURING OR INDUSTRIAL WASTES ASSOCIATED WITH THE SITE THAT ARE A CONCERN, WITH RESPECT TO STORMWATER. ALL DOWNSPOUTS BUT ONE DRAIN ONTO THE GROUND. THE RUNOFF FROM SAID DOWNSPOUTS SHEET FLOWS AND DISSIPATES INTO THE GROUND. ONE DOWNSPOUT (AT THE NE CORNER OF THE SOUTH BUILDING) EXTENDS INTO THE GROUND AND DISCHARGES TO THE RIVER; THERE ARE NO OTHER APPARENT STORMWATER CONNECTIONS TO THIS OUTFALL ALL GRAVEL SURF ACE AREAS ARE PERVIOUS AND PERCOLATE WELL. THE MAJORITY OF THE PAVED AREAS SHED TO FRANKLIN BLVD; ODOT HAS STATED THAT NO CHANGES ARE NECESSARY. APPROXIMA TEL Y 0.1 ACRES SHED TO FRANKLIN BLVD; APPROXIMA TEL Y 0.03 ACRES SHEDS TO THE GRAVEL AREA. s'NR A" sN~ __- 2"t -- .-------- ---~ -----..---.- --- ---------- ------- --------- ROW OF 14 TREES AT AI\O ON THE RNER BANK - ... \\' .' .... , '. .'. A-:J.9 " ~ - . '/ , "0.~ '-<Ov, -/~. '/ " ,. '0\:1 \.\.", .' . '. ~~(), -(,?~h-' . , ' , . S~, -<\O~. . r. c...<~, , . ,',' ~'r ~ ~ : :-;", -/ ~t>>~' c . '.', C" x.:.\X:;.. . o~~ c . , , . , . ~'. ~ -<:o~. . . "\~~' . . . //' \ -' \.\0-- , ~'-l~~. , t/ '/' -' Q~,\ , , . . ~~-.. . ./ /;> ~.~ G~ ''',,- "'-"~'0"""~/ " ~;... .- :. -;. ,.. .~., o CONC ~~"'- PAD WI ~~~ ELEC CONDIUIT AND MASTHEAD (ELEV · 436.0) 43,500 S.F. ~\--"_-+-_ t \ .'" \ \ \ \ " \ . \ , \ ;\ \ \ :-is'''- G~~ W Z ::; to )- lJ') I- <.6 0::: /'0 & ~ Ii: b:: o z <.0 (l'1 <;f I i SUB SUB ON-SITE NWNG (CURRENTLY NOT AVAILABLE) / 4' REC>r-CLE AJXEA (PROPOSED) /.....DOWNSPOl.:JT , -DISCHARGES TO RIVER ~~"'- t>.:J:)~ G\'--~~ ,. ~v EXISTING A.C. UNT ~ W',' (Q ,~. , 1.1) ..;J . ~ . . )-. ~ ~..'; 0:::: w, I, o Q.. 'j z ~.'n ~<l- . . I' t' . ' . t1J' I ...!.J' , .CD': - . '0'0::; , . -:i:' 'a: " (1)- ':f . :-:":9 'I . ~~"'- f>..:J::>'?t y\G'0 \~ ~G ,!\~G ~\)~ S~s\>-0 0~~ ' ,. t>.~1 ~ S\)1QO S~ :,~~ X,v FENCE ---.::::;::.-::::= --===-- ~,--' - - ~= ji,~ ~ ~~ ~~ ~~ -:=~,;::::-,.:::::;:. -:;;~== ~ ~~ ~ ~ 60 o PROPERTY CORNER o - 15 ... -" 30 % EXISTING SITE SIGN t>.:,11- EXISTING SPOT ELEVATION f ~ [ <D @> rYn 8 ~ ~ -e- EXISTING SANITARY SEWER MANHOLE EXISTING STORMWA TER MANHOLE EXISTING WATER METER WATER VALVE FIRE HYDRANT NATURAL GAS VALVE POWER POLE EXISTING OVERHEAD COMMUNICATIONS EXISTING OVERHEAD POWER DOWNSPOUT TO SPLASH BLOCK (UNLESS NOTE OTHERWISE) PARKING STALL AND TYPICAL SIZE DESIGNATION CONCRETE AREA --- - OH-BeMM- - --- - OH-PWR- - - <\)s. \> , g.j::.6 \:>: .J EXISTING LANDSCAPE/NA TIVE A1EGET A TlON AREAS . FLOOD HAZARD INFO: THE SITE WILL BE, USED FOR WHOLESALE,'DISTRIBUTION AND COFFEE ROASTING. ALTHOUGH THE NORTHERLY 100 FEET OF THE SITE IS MAPPED AS BEING IN THE FLOODWAY, THE ONL Y PART OF THE SITE THAT IS BELOW THE BASE FLOOD ELEVATION IS THE RIVER BANK ITSELF, ON THE NORTH PORTION OF THE PROPERTY. BASED .ON ,THE DETAILED FIRM MAPS"THE SASE FLOOD ELEVATION .IS 431.0; THE FINISH FLOOR OF THE SLAB (SOUTHERL Y) BUILDING IS 437.2. THE LOWEST ADJACENT GRADE NEXT TO ANY ON SITE BUILDING IS ABOVE 433 FEN~ -- THE ENTIRE SITE IS MAPPED AS BEING WITHIN THE ZONE X SOO-YEAR FLOODPLAIN. THERE WILL BE. NO DEVELOPMENT OR GRADING ON THE RIVER BANK. THERE WILL BE NO DEVELOPMEN-f," OR GRADING NEAR THE RIVER BANK. THERE NOT BE ANY GRADING ON ANY PORTION OF OF THE SITE AS A RESULT OF CONTINUING TO USE ....- ///;it"'- ,,/' G~~ I\C)\ /)(::; 1.- ~~:{::; \1;'C) O~ 'v~ ~\; ;' ~ ~ ~~~G t.O\~ ~ / 1/ ===" =~ ==~ ~-- =~ ~;;:;:. ~==.,_..- f 1 1/ Date ~eceived: DEe 3 1 ~009 ~~ o > -1 co o o o 5: z W -1 o Original submittal--- .. " \ ~ () - . BNGINBERING . , I ~ tm.t... '.0.101 IW, -.. 01 n.u (II) IIIIMWIf crAlO uu_ , REVISIONS 2 3 4 5 )=> Z Q < Q - ~ 0 ~ z 0 .... ... U N ~ I ~ ~ bY . ~ bY Q ~ I bb Q" -.r:t- bb r-.... . 0 Q~o ~ Z U =Zc.. zo< ::i~~ >= ~~t.I) z 0- cd < CII:: ~ .. 0 cd u..WU') ZU') < QWW QCjt.l) ~ ~:::>U') ~W< --- SITE PLAN DATE NOVEMBER 5. 2009 FILE NO. 4077SITE,GCD OWN BY DJ?M c-o