20220802 Ver 1_Calabash Site Plan_07-29-22_20220729

I:\08753\0001\ENG\80-Drawings\82-Conceptual\2022.July Wetland Impact Area Map.dwg, 7/29/2022 2:33:51 PM, TLivick
Imo
PROPOSED STORM DRAINAGE PIPE,
DRAIN TO EXISTING DITCH TO MAINTAIN
DOWNSTREAM CONNECTIVITY.
U.S. WATERS
(JURISDICTIONAL
POND)
II
SLOPE TO
INTERSECTION WITH
EXISTING GROUND
-U.S. WATERS
(NON -STREAM) (Typ.)
I I 1
LIMITS (TYP.) Open Water Impact
III #1 A: 0.01 ac
PROPOSED STORM
DRAINAGE PIPE
ACCESS ROAD TO MARLOWTOWN-
ROAD.
ACCESS ROAD TYPICAL CROSS
SECTION SHOWN BELOW
Open Water
Impact #3:
0.023 ac
•
ACCESS ROAD TO
MARLOWTOWN ROAD
30" CURB
& GUTTER
5' SHLDR
2% —
SECTION - NOT TO SCALE
— 2%
SLOPE TO
INTERSECTION WITH
EXISTING GROUND
2% —
— 2%
12' LANE
36'
12' LANE
±48'
2y,
2' SHLDR
PROJECT
IVPACTS
WATER
AREA
US WATER 1A
0.01
US WATER 1 B
0.03
US WATER 2
0.062
US WATER 3
0.023
TOTAL US WATER
0.1250
POND 1
0.31
POND 2
0.01
WETLAND 1
0.02
TOTAL
POND/WETLAND
0.34
TOTAL IMPACTS
0.465 ACRES
U.S._
WATERS
(NON -STREAM)
- (Typ.)
lik-
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LL \ „yt
(/) O \ \��, Non
O O 10 \ ,``
O N \ \ii,,
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ii
%`,,
aNNSiIinII
hi
l 1 ( 1
1 If
1,
II
1liIu
ii 1,1\
RI 1 Iv\
1 1, \
1 ICI'
III ;`I
I Non JD IMPACT 1 ice\
1
�n
■lam c 1 c ) J( ) I\
359 1 ;°�'"�
milt
1l.
1tvii
it
1`
1`
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i
SITE DATA
TOTAL PROPERTY - 36.6 AC
ZONING - HIGHWAY COMMERCIAL (HC)
SETBACKS:
FRONT - 50'
REAR - 25'
SIDE - 10' (25' WHERE ABUTTING
RESIDENTIAL)
LANDSCAPE BUFFERS:
91.143 (Street Yard)
7.5' Min.
91.144 - Commercial to Residential
Type B 1 - 15'
Type B2 - 10'
100'
0
100'
SCALE: 1"=100' (Horiz.)
200'
4MCKM&CREED
CALABASH RETAIL - PRELIMINARY SITE LAYOUT
TOWN OF CAROLI\A SHORES ETJ, NORTH CAROLI\A
WRTLANDS IMPACT
ARFA MAP ver.2
07.29.2022