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ROW OF 14 TREES
AT AND ON
THE RIVER BANK
DOWNSPOUT
DISCHARGES
TO RIVER
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BASE FLOOD ELEV = 431.0
(UPSTREAM LOT LINE)
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(ELEV ... 436.0)
SCALE l" = 20'
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NOTE:
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 ONLY 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 BASE FLOOD
ELEVATION IS 431.0; THE FINfSH FLOOR OF THE ,SLAB
(SOUTHERLY) BUILDING IS 437.2. THE LOWEST ADJACENT GRADE
NEXT TO ANY ON SITE BUILDING IS ABOVE 433 .
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DOWNSPOUT
DISCHARGES
TO RIVER
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THE ENTIRE SirE 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
WITH THE EXISTING ZONING.
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Legend I
o PROPERTY CORNER
~ EXISTING SITE SIGN
~~1 ~ EXISTING SPOT ELEVATION
<D EXISTING SANITARY SEWER MANHOLE
@ EXISTING STORMWA TER MANHOLE
rm EXISTING VIA TER METER
tJ WATER VALVE
&?> FIRE HYDRANT
~ NA TURAL GAS VALVE
~ POWER POLE
.- - 0H--GGMM- -- EXISTING OVERHEAD COMMUNICA nONS
- - 0H-BWR- -'
\)s.
EXISTING OVERHEAD POWER
DOWNSPOUT TO SPLASH BLOCK
(UNLESS NOTE OTHERWISE)
BNGINBBRING
,
SVl'IBYING me.
P.O. BOX 1$27. BVGINll, 01 nm
(PH) $41/"54505 (PAX) 5t1/f&5.S6Zf
POAGE
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 (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 QUTFALL.
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; REVISIONS
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2
3
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DATE
SEPTMA Y 25. 2009
4077SITE,GCD
FilE NO.
DBM
OWN BY.
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