HomeMy WebLinkAbout202304700-SITE-C3D21-NC-MEE-C-301IV
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SITE BENCHMARK:
NAIL SET
ELEV. 28.66'
DATUM: NAVD '88
EIP
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OUTPARCEL B
±1.18 AC
OUTPARCEL C
±1.15 AC
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OUTPARCEL D
± 1.12 AC
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EL 27.12
LP 20+50
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HP 22+20
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LP 25+
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107 L
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C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
24
2
4
36
36
30
30
36
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3030
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24
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24 24 24
48
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EX. 8"SEX. 8" PVC SS
RIM = 27.37'
INV. IN = 24.15'
INV. OUT = 24.15'
RIM = 27.10'
INV. OUT = 20.17'
EX. 8" PV
C
S
S
RIM = 26.76'
INV. IN = 18.57'
INV. OUT = 18.57'
EX. 8" PVC SS EX. 8" PVC
S
S
RIM = 25.60'
INV. IN = 17.95'
INV. OUT = 17.95'
RIM = 24.75'
INV. IN = 17.46'
INV. OUT = 17.46'
RIM = 24.99'
INV. IN = 17.36'
INV. OUT = 17.36'
EX
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8
"
P
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EX
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8
"
P
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C
S
S
RIM = 25.82'
INV. IN = 19.64'
INV. OUT = 19.64'
RIM = 25.69'
INV. IN = 20.53'
INV. OUT = 20.53'
RIM = 24.63'
INV. OUT = 20.82'
EX
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"
P
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EX
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"
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RIM = 24.83'
INV. IN = 20.80'
INV. OUT = 20.80'
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RIM = 26.09'
INV. IN = 21.93'
INV. OUT = 21.93'
RIM = 27.47'
INV. OUT = 22.93'
RIM = 21.10'
INV. IN (6") = 22.89'
INV. IN (8") = 21.10'
INV. IN (6") = 22.89
INV. OUT (21") = 20.99'
EX. 21" PVC SS
42" RCP
INV. = 22.61'
42" RCP
INV. = 22.42'
30" RCP
INV. = 23.61'
30" RCP
INV. = 23.82'
30" RCP
INV. = 24.58'
30" RCP
INV. = 24.64'
24
24
24" RCP-III
INV. = 25.07'
24" RCP-III
INV. = 25.27'
30' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
50' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
18
3 - 42" RCP
SD CULVERTS
ROAD ROW
EDGE OF PAVEMENT
PHASE 2
204,699 SQ.FT. ±
5.10 AC. ±
EXISTING 10'
UTILITY EASEMENT
PR. IRRIGATION
SUPPLY WELL
PHASE 1
514,373 SQ.FT. ±
14.22 AC. ±
EXISTING 10'
UTILITY EASEMENT
BOUNDARY LINE (TYP.)
SIGNAGE
POOL
OPEN
SPACE
MAINTENANCE
& CAR WASH
WASTE &
RECYCLING
CARRIAGE
UNITS - 6
PERGOLA
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CARRIAGE
UNITS - 6
CARRIAGE
UNITS - 6
20
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OPEN SPACE
PR. TIE-IN LOCATION
FOR STORMWATER
PR. TIE-IN LOCATION
FOR PHASE 2 WATER
PR. TIE-IN LOCATION
FOR PHASE 2
SANITARY SEWER
PH
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PR. PHASE
LINE (TYP.)
PR. TIE-IN LOCATION
FOR PHASE 1 WATER
PR. TIE-IN LOCATION
FOR PHASE 1
SANITARY SEWER
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20' SETBACK
BUILDING #5
19,460 S.F.
TOWNHOME #1-6
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TOWNHOME #21-24
MAIL
KIOSK
BUILDING #6
11,990 S.F.
BUILDING #1
20,115 S.F.
BUILDING #2
AND CLUBHOUSE
18,107 S.F.
BUILDING #3
17,930 S.F.
BUILDING #4
17,930 S.F.
POOL
HOUSE
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DEVELOPMENT
PR. IRRIGATION
SUPPLY LINES
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8"
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8" S 8" S
PR. TIE-IN LOCATION
FOR STORMWATER
PR. TIE-IN LOCATION
FOR PHASE 2 WATER
PR. TIE-IN LOCATION
FOR PHASE 2
SANITARY SEWER
BOUNDARY LINE (TYP.)
50' PRIVATE R.O.W.
PUBLIC UTILITY EASEMENT
50
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PHASE 1
514,373 SQ.FT. ±
14.22 AC. ±
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
12/6/2023
2023047.00
C-301
1" = 60'
North Carolina
309 South Governors Avenue
Dover, DE 19904
302.734.7950
312 West Main Street, Suite 300
Salisbury, MD 21801
410.546.9100
Maryland
www.beckermorgan.com
Delaware
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910.341.7600
Wilmington, NC 28403
3333 Jaeckle Drive, Suite 120
The Tower at STAR Campus
100 Discovery Boulevard, Suite 102
Newark, DE 19713
302.369.3700
.PDF
MEE MDS
UTILITIES PLAN
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\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC-MEE.dwg, Dec 06, 2023 - 11:34am
2023-12-06
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-301LAYER STATE:
SCALE: 1" = 60'
0 30 60 120
N
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