HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/25/2010
DRAFT
Pl01 PlAN/M~N~MUM DEVElOPMEN1 51 ANDAlRD5
~All Y COffEE COMP ANY
ADDRESS: 3400 FRANKLIN BLVD.
T AX LOT: 17 -03-34-32/100
LM (PER RLID)
ZONING:
PREVIOUS
LAND USE:
5189 OTHER MACHH\JERY,
EQUIPMENT & SUPPLIES/
WHSLE (PER RLID)
SITE USE FOR WHOLESALE
DISTRIBUTION & SUPPLIES/
COFFEE ROASTING.
PROPOSAL:
43,500 S.F.
LOT COVERAGE: BLDGS = 17%
LANDSCAPE/NA TURAL 19%
PAVING = 13%
GRA VEL = 51%
LOT SIZE:
OWNER:
SKILLERN H\JVESTMENTS
P.O. BOX 714
SPRINGFIELD, OR 97477
RALLY COFFEE COMPANY
3400 FRANKLIN BL VD
EUGENE, OR 97403
APPLICANT:
UTILITIES:
WA TER:
ELE C:
SANITARY:
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
STORMWATER CONNECTIONS TO THIS OUTFALL.
ALL GRAVEL SURF ACE AREAS ARE PERVIOUS AND
PERCOLA TE WELL.
THE MAJORITY OF THE PAVED AREAS SHED TO FRANKLIN
BL VO; OOOT 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.
jAOO
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:\ \7 -0-:)-
:\ /A'i LOG _ L\J\
1. O~\"N
BASE FLOOD ELEV = 431.0
(UPSTRr Af\ A I OT I INCl
: L, ~Vl L 1_ 1 LJ
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0 10 20 40
1Legend
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PROPERTY CORNER
EXISTING SITE SIGN
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, EXISTING SPOT ELEVATION
*
NOTE:
FLOODVVAY BOUNDARY
IS A T THE APPROXIMATE
TOP OF BANK PER LOMR
EXISTING SANIT ARY SEWER MANHOLE
CD
@
EXISTING ST ORMW A TER MANHOLE
ROW OF 14 TREES
AT AND ON
THE RIVER BANK
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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)
-:\~G
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G?-tr'-
DOVVNSPOUT
DISCHARGES
TO RIVER
CONC
PAD WI
ELEe COND1UlT
AND MASTHEAD
(ElEV =0 436.0)
9-,,:0 N
S0~ ~ss
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THE AREA OR THE RIVER BANK WILL BE LIMITED TO REMOVAL
OF ONLY NON-NATIVE, OR INVASIVE VEGET A TION.
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".
PARKING S1 ALL AND
TYPICAL SIZE DESIGNATION
---
VEGET A TION MANAGEMENT PLAN
TEMPORARY
VEHICLE ~.:-
BARRIER
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CONCRETE AREA
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EXISTING LANDSCAPE/NA TIVE VEGET A TION
AREAS
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~, ._~~.....~~...~ ./~
~~G
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G<?-~ :
SHADED AREA IS AREA
OF hlEW (PER\/IOUS) PAVING
FLOOD HAZARD INFO:
THE SITE WILL BE USED FOR
WHOLESALE DISTRIBUTION AND
COFFEE ROASTING.
ALIHOUGH THE NORTHERLY 100 FEET OF THE
SITE IS MAPPED AS BEING IN THE FLOODWAY,
THE ONLY PART OF THE SITE THAT IS
BELOW THE BASE FLOOD ELEVATION IS
THE RIVER BANK ITSELF, ON THE f\JORTH
PORTION OF THE PROPERTY.
BASED ON THE DETAILED FIRM MAPS, THE BASE 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
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LONG 1ERM
BIKE P ARK\NG
DOWNSPOUT
DISCHARGES
TO RIVER
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ORNE
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GATE TO
REMAIN OPEN
DURING BUSINESS
OPERA TING HOURS
EX\SI\NG FENCE .
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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 DEVELOPMENT
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
THE PROPERTY IN THE MANNER PROPOSED, CONSTENT
\NITH THE EXISTING ZONING.
EXISTING A,C.
UNIT
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REVISIONS
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FilE NO. 4077MDS,GCD
OWN BY. DBM
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