20170160 Site Plan 071920173431.5 l l l l l l l l
ll 13431.0 1 1 1 1 1
oe. G ��lG l l l l l l l
\II \II \II X
�G
Roof Downspout Maintain Existing
1 343.51 l Gas Meter and Line
78' << l l l l l l
_ X.
ll�
l a
STEP Tank Controller
Remove Portion of Building
o l
1 N Sewer Connection
I �
idewalk
g. 5' EX Building
Building Entrance
FF= 344.55'
ra Roof Area =2,524 SF m
Marked Access Aisle
J n Roof Downspout
o Domestic Water
Y Q
Connection
69.9'
�. 30.0' 10.0' (Typ•)
10.0'
�S 343.5
157 Ft 60" Dia. by 8'
Deep Drywell per
DOE BMP T5.10A
Reuse Existing
Drywell if Possible
12.0' 1
N
ao
Y
i
l0
N
LO
20' Sliding Gate
6' Wrought Iron Fencing
'NO PARKING' Marked
Vehicle Turn Around
-1.5%
342; 5
..... ...... .....
.... ...............
®. Rolled Up
Garage Door h
-0.5 %.
343.0
lllll��lllllllllll
zo
N
Izi-
l l l l
l l
� l l
6 " Curb Cut for Storm
Runoff to Bioretention Cell
576 SF
Bioretention Cell 1 1 1
Bottom = 340.75' l l l
l l l
l l
6" Extruded Curb ,n
0
`Y' 8.0'
6" Curb Cut for Storm
Runoff to Bioretention Cell
Bioretention Cell
Top= 342.00'
o \o.
o�
3N -L5
lllllllllllllllllllllll
61'191teLai