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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/21/2010 rlOT rlAN/M~N~MUM DEVElorMENT 5T ANDA~D5 fRAll V COffEE COMrANV ADDRESS: 3400 FRANKLIN BL VD. T AX LOT: 17 -03-34-32/100 ZONING: LM (PER RLID) PREVIOUS LAND USE: 5189 OTHER MACHINERY, EQUIPMENT & SUPPLIES/ WHSLE (PER RLID) PROPOSAL: SITE USE FOR WHOLESALE DISTRIBUTION & SUPPLIES/ COFFEE ROASTING. LOT SIZE: 43,500 S.F. LOT COVERAGE: BLDGS = 17% LANDSCAPE/NATURAL 19% PA VING = 13% GRA VEL = 51% OWNER: SKILLERN INVESTMENTS P.O. BOX 714 SPRINGFIELD, OR 97477 RALLY COFFEE COMPANY 3400 FRANKLIN BL VD EUGENE, OR 97403 APPLICANT: UTILITIES: WATER: ELEC: SANIT ARY: GAS: SUB SUB ON-SITE NWNG (CURRENTL Y NOT A V AILABlE) STORM WATER: 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 STORMWA TER. ALL DOWNSPOUTS BUT ONE DRAIN ONTO THE GROUND. THE RUNOFF FROM SAID DOWNSPOUTS SHEET FLOWS AND DISSIPATES INTO THE GROUND. ONE DOWNSPOUT (A T THE NE CORNER OF THE SOUTH BUILDING) EXTENDS INTO THE GROUND AND DISCHARGES TO THE RIVER; THERE ARE NO OTHER APPARENT STORMWA TER CONNECTIONS TO THIS OUTFALL. ALL GRAVEL SURF ACE AREAS ARE PERVIOUS AND PERCOLATE WELL. THE MAJORITY OF THE PAVED AREAS SHED TO FRANKLIN BL VD; 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. THE AREA OF REQUIRED NEW PAVING WILL BE INST ALLED AS PERVIOUS ASHP AL T WITH AN OPEN GRADED BASE. THE EXCEPTION TO THE IMPERVIOUS AREA PAVING IS THE AREA OF SHARED ACCESS ON THE NEIGHBORING TAX LOT 101; THIS AREA WILL BE PAVED WITH A STANDARD ASPHAL T SECTION AND WILL SHED TO THE SIDES OR TO FRANKLIN BLVD. 0 31\-37) 1\0 :\ \1-03- :\ f>.- '{ '--- 0 - '--- ~ 10~\~G ~ ~ ~ ~:-- NOTE: FLOODWAY BOUNDARY IS A T THE APPROXIMATE TOP OF BANK PER LOMR BASE FLOOD ELEV = 431.0 (UPSTREAM LOT LINE) SCALE r = 20' I o 10 20 ~\\s ~~'v:: ~~\/ ROVv OF 14 TREES AT AND ON THE RIVER BANK ....~~ "-s~s ~s'v :' G~~ DOWNSPOUT DISCHARGES TO RIVER ~~G s~s ~s\-. G?--~ CONC PAD WI ELEC CONDIUIT AND MASTHEAD (ELEV = 436.0) g..S'0 r0 s0~ <;ysS ~cP ~ ~ ~'?-S TEMPORARY _ VEHICLE ~ .-" BARRIER .... ...-x--...y...- X ,d::k"'-"~ w~ ztR -'0 >-l'0 /-l'0 a::-I WI- eLa::- 00 1-2 (L -:\~G s~s ~S'v G~~ ._" STEPSI '..::::,~ LANDING " c~ , 'C<--'~~c"-~C,~.}iC?~~~~~~~ ~0 /,4;> ~0' v (]:-"?- \ '::h~S.A ~_..;:~ · \JJ5 . _.~ .~ :t;_'~ ROOF EAVE --;;-432.3 -:\~G s~s ~S'v G?--~ ~'0~ ~0\^~<(,SS :.> cP ~ I>'~~~ ...~.~ ...... - ~-- .,-~//')' ! 40 Legend o PROPERTY CORNER EXISTING SITE SIGN LX~11.- EXISTING SPOT ELEV A TION * @ @ EXISTING SANIT ARY SEWER MANHOLE EXISTING ST ORMW A TER MANHOLE [W] 8 ~ ~ EXISTING WATER METER WATER VALVE FIRE HYDRANT NATURAL GAS VALVE POWER POLE EXISTING OVERHEAD COMMUNICA TIONS EXISTING OVERHEAD POWER DOWNSPOUT TO SPLASH BLOCK (UNLESS NOTE OTHERWISE) PARKING ST ALL AND TYPICAL SIZE DESIGNA TION VEGETATION MANAGEMENT PLAN -0- THE AREA OR THE RIVER BANK WILL BE LIMITED TO REMOVAL OF ONLY NON-NATIVE, OR INVASIVE VEGETATION. NO CHEMICAL VEGITATION CONTROL SHALL BE USED ON THE RIVER BANK THE REMAINING AREAS WILL BE MAINTAINED IN A MANNER THAT KEEPS THE VEGETATION FROM BECOMMING A NUSANCE OR HAZARD. GRASS OR WEEDS SHALL BE KEPT TO A MAXIMUM HEIGHT OF 12". .... - . .-OH. GOMM "-"-- -{jH -PWR-. \:f.:>- <{ \ q~6 EXISTING CONCRETE AREA LANDSCAPE REQU~EMENTS THE MDS REQUIREMENTS FOR LANDSCAPING ARE DETAILED IN THE STAFF REPORT (ITEM ONE OF THE SUMMARY). IN ADDITION TO THE MDS REQUIREMENTS LANDSCAPING WILL BE INSTALLED SOUTH OF THE SIX SOUTHERLY PARKING SPACES AS SHOWN. EXISTING LANDSCAPE/NA TIVE VEGET A TION AREAS . <t .;, .. ... """ >:*Y'~'O ''f~1C:Z:; 2" CALIPER RED MAPLE (ACER RUB RUM) ~~q . .~~~ ~, 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 FLOODWA Y, 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. A LOMA HAS BEEN COMPLETED THAT HAS REMOVED THE (100- YR) FLOOD DESIGNATION FROtvl THE SITE (EXCEPT FOR THE RIVER BANKL BASED ON THE DETAILED FIRM MAPS, THE BASE FLOOD ELEV A TION IS 431.0; THE FINISH FLOOR OF THE SLAB (SOUTHERL Y) BUILDING IS 437.2. THE LOWEST ADJACEI\JT GRADE NEXT TO ANY ON SITE BUILDING IS ABOVE 433 433.4 '" SHADED AREA IS AREA OF NEW (PERVIOUS) PAVING o 2 GALLON SHRUB - 48" O.C. VIBURNUM Tl!\IUS; SPRING BOUQUET (LAURUSTINUS VIBURNUM) 4' ^'~~ a 4?~0 0--\ <<) "?-:f) (:;\ &0G~& ~<< ~O((:-~ o nw 02 l{) -1 0.1)- It- I-a::- a::-W OeL 20 a::- Q .~G0 G \t>..\}~(, S~S~ ~\)~ . ~:;I 9- S'v~ (;) S~ '" ~~q S'v~ EXISTING A.C. UNIT LiJ ci5: <(, cpO:: ~ ~ ....L.. 0- o : I I , CD : ._-~ i PLANTER EXISTING HEDGE AREA OF L TO RIGHT -OF -WAY f~~~~_ ~::e-,_.. ,- - -"r- ,---.-- Glf'( ---=-----~.- \N\R( G ~-<.. /~0~ v4 ~ o 2 GALLON GROUND COVER - AS SHOWN CREEPING MAHONIA (MAHONIA REPENS) ~~G ~~ ~~ o ~-<.. /~0~ vej '?" I\()\ t\/~ ~ ;)/~ '1/() ;\ \1 ~ ~O \; '\ \^~~~G / ~(j THE ENTIRE SITE IS MAPPED AS BEING WITHIN THE ZONE X 500- YEAR FLOODPLAIN. THERE WILL BE NO DEVELOPMENT OR GRADING ON THE RIVER BANK. THERE WILL BE NO DEVELOPMENT OR GRADING NEAR THE RIVER BANK. THERE NOT BE ANY GRADING ON ANY PORTION OF OF THE SITE AS A RESUL T OF CONTINUING TO USE THE PROPERTY IN THE MANNER PROPOSED, CONS TENT WITH THE EXISTll\lG ZONING. ,,-:;.,,=;;;".'-;:;=- ,,:=,-,~=,::,::,.. -=-.:=;.-:=-- ~=:=".::::;:-::~- .::=.~~.'~~;; :::=-:::=="-::..-.': ~-.,;.;'.;;;::=.=;,- :..:;:;:::;..-::-.;;::::::.:::: :::;::.::::-=-::."":: FINAL SITE PLAN OCT 2 1 20rO <=,c_p/anner: ~ _..@SWR""'.".."'"-''' ..."...... ................,.......,._-' MH ..... _' _.-......BC\JD /,.",/{\ " \\Z L \\'-\ /,..'-" LRr~\~ .--~ \ ,.~.~-;::.:;,,-~::':'; S\NR 2411 SP\N ;:~.::..~:.-:::;..:.. ----- ---- ..-~:.:;':::::=-;.,.~" -..;:::....:..::,':...."'" ':.<._~..~-:.r t1:- .-#- -~:::::. ,:,. W :;;;.~...;.,."'.,..... ........-""" .?' 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