Whiskey Branch Nexus Signed Approved Site PlanTINA CT
WHISKEY BRANCH DRIVE
PUBLIC UTILITY EASEMENT
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NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/26/2024
2023047.00
C-001
1" = 100'
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
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 4:08pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-001LAYER STATE:
0
SCALE: 1" = 100'
50 100 200
N
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SHEET INDEX
COVER SHEET
UTILITIES PLAN
CONSTRUCTION DETAILS
C-001
SITE PLAN
3333 JAECKLE DRIVE, SUITE 120
WILMINGTON, NC 28403
PHONE: 910-341-7600
BECKER MORGAN GROUP INC.
SITE DATA
1.
4.
5.
6.
PROPOSED:
7.
8.
9.
10.
12.
17.
NAIL SET
ELEV. 28.66'
18.
OWNER OF RECORD:
ENGINEER:
TAX MAP NUMBER:R07100-004-426-000
ZONING CLASSIFICATION: EXISTING:
PD
PD
PARCEL AREA:± 16.01 ACRES (PER PLAT)
PRESENT USE:VACANT/PARTIALLY CLEARED
PROPOSED USE:MULTI-FAMILY RESIDENTIAL
SETBACKS:FRONT/REAR: 10'
SOURCE OF WATER & SEWER:CAPE FEAR PUBLIC UTILITY AUTHORITY
SURVEY BENCHMARK:
DATUM: NAVD 88
± 176,774 S.F.PROPOSED BUILDING GFA:
13.
IMPERVIOUS COVERAGE:PROPOSED: 438,188 S.F. (10.06 ACRES)
14.
2.25 SPACES FOR EVERY THREE-BED UNIT:(49 (PHASE 2) + 37 (PHASE 1))*2.25 = 193.50
PARKING REQUIRED:
15.
FEMA FLOOD ZONE:BASED ON FEMA FIRM PANEL 3720313500K,
DATED AUGUST 28, 2018, THIS SITE AREA IS
LOCATED IN FLOOD ZONE X UNSHADED
AREA OF MINIMAL FLOOD HAZARD
2.PREMISES ADDRESS:0 S COLLEGE ROAD
WILMINGTON, NC 28409
DRY POND PARTNERS LLC
P.O. BOX 3649
WILMINGTON, NC 28406
BLUE RIDGE DEVELOPMENT SERVICES
c/o HUNTER OGLESBY
5826 SAMET DRIVE SUITE 105
HIGH POINT, NC 27265
3.OWNER/DEVELOPER:
PHONE: 336-706-9002
NEXUS WHISKEY BRANCH
SUBDIVISION
WILMINGTON
NEW HANOVER COUNTY, NC
2023047.00
C-201 - C-203
C-301 - C-304
C-901- C-904
EXISTING CONDITIONS PLANC-101 - C-103
GENERAL NOTES
1.NO WETLANDS PRESENT IN DEVELOPMENT AREA.
2.ALL CONSTRUCTION IS TO CONFORM TO NEW HANOVER COUNTY STANDARDS AND APPLICABLE STATE AND LOCAL
CODES.
3.CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH WILMINGTON URBAN AREA METROPOLITAN
PLANNING ORGANIZATION (WMPO) AND/OR NCDOT.
4.CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND TO
RECEIVING STRUCTURES. ROOF DRAIN DOWNSPOUTS TO BE CONNECTED TO STORM DRAINAGE STUBOUTS OR
DIRECTED TO STREET AND/OR PARKING AREAS.
5.CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS, REALIGNMENTS, DISCONNECTIONS, OR
CONNECTIONS OF EXISTING UTILITIES WITH APPLICABLE AUTHORITIES.
6.CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING CURB, ASPHALT, INLETS, AND ANY OTHER
STRUCTURES INCLUDING TREES, STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE CLEARED
FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
7.INFORMATION REGARDING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING
UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS
THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH
CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE
PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH
CONSTRUCTION.
8.NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC
ONE-CALL" AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION.
9.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION CREATED DURING CONSTRUCTION AT
HIS OR HER EXPENSE. PARKING AREAS SHALL BE WATERED TO CONTROL DUST WHEN ORDERED BY THE ENGINEER.
10.CONTRACTOR TO ENSURE THAT PAVEMENT IS PLACED SO AS TO DRAIN POSITIVELY TO THE STREET CATCH BASINS.
ALL FUTURE ROOF DRAIN DOWNSPOUTS ARE TO BE DIRECTED TO THE STORM DRAINAGE STUBOUTS.
11.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO THE START OF CONSTRUCTION.
12.CONTRACTOR AND BUILDER ARE RESPONSIBLE FOR COORDINATING FINISHED FLOOR ELEVATIONS OF ALL
BUILDINGS WITH THE OWNER.
13.MINIMUM SEPARATION OF UTILITIES SHALL BE MAINTAINED AS FOLLOWS:
13.1.HORIZONTAL SEPARATION OF TEN (10) FEET BETWEEN SANITARY SEWER AND WATER MAINS AND STORM
SEWER.
13.2.WHERE VERTICAL CLEARANCE IS LESS THAN TWENTY-FOUR (24) INCHES BETWEEN SANITARY SEWER AND
STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET EITHER SIDE OF
CROSSING.
13.3.WHERE VERTICAL CLEARANCE IS LESS THAN TWELVE (12) INCHES BETWEEN SANITARY SEWER AND STORM
DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON PIPE FOR A MINIMUM OF 10 FEET EITHER SIDE OF THE
CROSSING, AND BRIDGING SHALL BE INSTALLED PER APPLICABLE UTILITY AUTHORITY'S DETAILS.
13.4.IN NO CASE SHALL THERE BE LESS THAN EIGHTEEN (18) INCHES OF SEPARATION BETWEEN OUTSIDE OF WATER
MAIN AND OUTSIDE OF SEWER OR STORM SEWER.
13.5.MINIMUM COVER OF THIRTY-SIX (36) INCHES SHALL BE PROVIDED FOR ALL BURIED WATER MAINS AND SANITARY
SEWER MAINS.
14.ALL SANITARY SEWER MAINS TO BE 8 INCHES UNLESS OTHERWISE INDICATED.
15.ALL WATER MAINS TO BE 8 INCHES UNLESS OTHERWISE INDICATED.
16.TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON THE WATER LINE TO FIRE HYDRANTS.
17.A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" WATER LINES.
18.UNDERGROUND STORAGE TANKS SHALL BE INSTALLED PER NCFC CHAPTER 23, 57, AND NFPA 30.
SITE SIGNAGE:SUBJECT TO SECTION 5.6 OF THE UDO
SIDE: 20'
OPEN SPACE (PHASE 1):PROPOSED: 2.02 ACRES
OPEN SPACE (PHASE 2):PROPOSED: 1.71 ACRES
11.
MAX BUILDING HEIGHT:56 FT.
TOWNHOMES: 49
APARTMENTS: 250
CARRIAGE UNITS: 18
16.
TOTAL: 619 (PHASE 1 = 449) (PHASE 2 = 3 SPOTS PER HOUSE + 23 PARKING = 170)PARKING PROVIDED:
2 SPACES FOR EVERY TWO-BED UNIT: 133 (PHASE 1)*2 = 266
1.50 SPACES FOR EVERY ONE-BED UNIT: 98 (PHASE 1)*1.50 = 147
LIMITS OF DISTURBANCE: ± 15.94 ACRES
ACCESSIBLE PARKING SPACES: 14
LANDSCAPING PLANL-001- L-201
DWELLING UNITS (PHASE 2)
DWELLING UNITS (PHASE 1)
19.
16.
16.
OPEN SPACE REQUIRED: 0.73 ACRES
ADC THE MAP PEOPLE | PERMITTED USE NUMBER 20406116
VICINITY MAP SCALE: 1" = 1000'
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PHASING PLANC-002
GRADING PLANC-401 - C-403
CONCRETE CURB & GUTTER
CONCRETE SIDEWALK, SLAB / PAVING
IMPERVIOUS SURFACED ROAD, DRIVE
INDIVIDUAL TREE OR BUSH
STRUCTURE (CONCRETE, WOOD,
DRAINAGE DITCH OR SWALE
WETLAND BOUNDARY LINE
ELEVATION SPOT SHOT
PROPERTY OR RIGHT-OF-WAY LINE
LIGHT POLE
CENTERLINE
BENCH MARK
METAL, ETC.)
CONTOUR
OR PARKING LOT
WIRE FENCE
49
EVERGREEN DECIDUOUS
N/A
N/A
X X X
CHAINLINK FENCE
STOCKADE FENCE
43.55
X X X
55
25.15 B.C.25.00
T.C.25.50
V V V N/A
ITEM
WATER MAIN & SIZE
PROPOSED
LEGEND
EXISTING
EX. 10" F.M.
EX. 10"S
EX. 10" W
U.E.
U.T.
EX. 2" G
10" S
12" F.M.
12" W
U.E.
U.T.
2" G
SANITARY GRAVITY SEWER LINE (S)
SIZE & FLOW DIRECTION
C-1-Notes-Legend-Portrait
SANITARY SEWER CLEANOUT (C.O.)
WATER VALVE (W.V.) OR METER (W.M.)
FIRE HYDRANT (F.H.)
SANITARY SEWER MANHOLE (S.S.M.H.)
STORM DRAIN MANHOLE (S.D.M.H.)
CATCH BASIN (C.B.)
STORM DRAIN LINE (CMP, RCP, HDPE)
SANITARY SEWER FORCE MAIN (F.M.)
SIZE & FLOW DIRECTION
UNDERGROUND ELECTRIC (U.E.)
UNDERGROUND TELEPHONE (U.T.)
UNDERGROUND GAS MAIN (G)
UTILITY POLE W/ OVERHEAD SERVICE
(TELEPHONE (O.T.), ELECTRIC (O.E.)
F.H.
W.V.W.M.W.M.W.V.
F.H.
FIRE DEPARTMENT CONNECTION N/A
ENGINEERS CERTIFICATION
I, J. MICHAEL RIEMANN, HEREBY CERTIFY THAT I AM A REGISTERED ENGINEER IN THE STATE OF NORTH
CAROLINA AND THAT THE INFORMATION SHOWN HEREON HAS BEEN PREPARED UNDER MY SUPERVISION AND
TO MY BEST KNOWLEDGE AND BELIEF REPRESENTS GOOD ENGINEERING PRACTICES AS REQUIRED BY THE
APPLICABLE LAWS OF THE STATE OF NORTH CAROLINA.
P.E. NO. 049463 DATEJ. MICHAEL RIEMANN
CERT-JMR
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PHASE 1
499,785 SQ.FT. ±
11.47 AC. ±
PHASE 1
499,785 SQ.FT. ±
11.47 AC. ±
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194,556 SF (± 4.47 ACRES)
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WHISKEY BRANCH DRIVE
PUBLIC UTILITY EASEMENT
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NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/26/2024
2023047.00
C-002
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
A
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C
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H
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C
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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
PHASING PLAN
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:26pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-002LAYER STATE:
SCALE: 1" = 60'
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48 48 48
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W
E
Y
B
R
I
D
G
E
L
A
N
E
(55'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
OUTPARCEL B
±1.18 AC
OUTPARCEL C
±1.15 AC
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
F.H
.
F.
H
.
W.V.
W.V.
B.
O
.
EX. SAN. MH.
RIM = 27.47'
INV. OUT = 22.93'
WHISKEY BRANCH DRIVE
W
H
I
S
K
E
Y
B
R
A
N
C
H
D
R
I
V
E
EX
.
8
"
S
W W W W W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXISTING 10'
UTILITY EASEMENT
R-2
R-1
R-1
R-3
R-3
R-3
R-3
R-3
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-101
1" = 30'
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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 M.D.S.
EXISITING
CONDITIONS /
DEMOLITION PLAN
.
...
.
Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:33pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-101LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
CLEAR EXISTING TREE LINE TO LIMITS SHOWN. REFER TO THE TREE REMOVAL PERMIT PACKET FOR PRESERVED TREER-1
R-2 REMOVE EXISTING SIDEWALK AT LOCATION SHOWN
R-3 REMOVE EXISTING CURB & GUTTER AT LOCATIONS SHOWN. SEE C-201 - C-203 FOR PROPOSED CURB TIE INS.
DEMOLITION CONSTRUCTION NOTES
C-PR-DEMO-C-NOTES.DWG
LOCATIONS
24x36
24x36
24x36
24x36
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24x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36
24x36
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24x3
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24x36
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MATCH LINE C-103MATCH LINE C-102
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
C-103C-102
C-101
FM
FM
FM
FM
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FM
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2323
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22
22
22
22
22
22
22
2222
22
22
22
2222
22
22
22
22
22
22
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22
22
22
2221
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
20
20
20
20
20 20
20
20
20
20
19
19
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OUTPARCEL D
± 1.12 AC
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
F.H
.
F.
H
.
B
.
O
.
W.
V
.
W.
V
.
EX. SAN. MH
RIM EL. = 21.10'
INV. IN (6") = 22.89'
INV. IN (8") = 21.10'
INV. IN (6") = 22.89
INV. OUT (21") = 20.99'
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'
30' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
50' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
3 - 42" RCP
SD CULVERTS
ELECTRI
C
A
V
E
N
U
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
.
H
.
EX. 8"SS
EX. SAN. MH.
RIM = 27.10'
INV. OUT = 20.17'
EX. 8"S
15'
17'
16'
WW
W
W
W
W
W
W
W
W
W
W
W
TREE LINE
R-1
EXISTING 10'
UTILITY EASEMENT
R-1
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-102
1" = 30'
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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 M.D.S.
.
.
.
...
.
Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:43pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-102LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
MATCH LINE C-101
MA
T
C
H
L
I
N
E
C
-
1
0
3
CLEAR EXISTING TREE LINE TO LIMITS SHOWN. REFER TO THE TREE REMOVAL PERMIT PACKET FOR PRESERVED TREER-1
R-2 REMOVE EXISTING SIDEWALK AT LOCATION SHOWN
R-3 REMOVE EXISTING CURB & GUTTER AT LOCATIONS SHOWN. SEE C-201 - C-203 FOR PROPOSED CURB TIE INS.
DEMOLITION CONSTRUCTION NOTES
C-PR-DEMO-C-NOTES.DWG
LOCATIONS
EXISITING
CONDITIONS /
DEMOLITION PLAN
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36
24x36
24x36
24x
3
6
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
C-103C-102
C-101
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
36
36
36
36
48
48
18
15
36
36
36
36
18
24
24
24
24
24
24
24
24
24
24
15
18
15
18
18
18
18
18
18
15
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2121
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OE
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OE
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
W.V.
W.V.
W.V
.
F.
H
.
F.H.
EX. SAN. MH.
RIM = 26.76'
INV. IN = 18.57'
INV. OUT = 18.57'
EX. SAN. MH.
RIM = 25.60'
INV. IN = 17.95'
INV. OUT = 17.95'
EX. SAN. MH.
RIM = 24.75'
INV. IN = 17.46'
INV. OUT = 17.46'
EX. SAN. MH.
RIM = 24.99'
INV. IN = 17.36'
INV. OUT = 17.36'
EX. SAN. MH.
RIM = 25.82'
INV. IN = 19.64'
INV. OUT = 19.64'
EX. SAN. MH.
RIM = 25.69'
INV. IN = 20.53'
INV. OUT = 20.53'
EX. SAN. MH.
RIM = 24.63'
INV. OUT = 20.82'
3 - 42" RCP
SD CULVERTS
ELECTRI
C
A
V
E
N
U
E
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
EX
.
8
"
S
EX
.
8
"
S
EX
.
8
"
S
EX. 8"S
EX. 8"S
EX
.
8
"
S
EX
.
8
"
S
EX. SAN. MH.
RIM = 27.10'
INV. OUT = 20.17'
EX. 8"S
EX
.
8
"
S
EX
.
8
"
S
WW
W
W
W
W
W
WW
W
W
W
W
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W
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W
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W
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W
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W
W
W
CO
N
D
O
R
R
U
N
R-1
R-1
EXISTING 10'
UTILITY EASEMENT
R-1
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-103
1" = 30'
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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 M.D.S.
.
.
.
...
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:45pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-103LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
MATCH LINE C-101
MA
T
C
H
L
I
N
E
C
-
1
0
2
CLEAR EXISTING TREE LINE TO LIMITS SHOWN. REFER TO THE TREE REMOVAL PERMIT PACKET FOR PRESERVED TREER-1
R-2 REMOVE EXISTING SIDEWALK AT LOCATION SHOWN
R-3 REMOVE EXISTING CURB & GUTTER AT LOCATIONS SHOWN. SEE C-201 - C-203 FOR PROPOSED CURB TIE INS.
DEMOLITION CONSTRUCTION NOTES
C-PR-DEMO-C-NOTES.DWG
LOCATIONS
EXISITING
CONDITIONS /
DEMOLITION PLAN
24x36
24x36
24x36
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SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
C-103C-102
C-101
OUTPARCEL B
±1.18 AC
OUTPARCEL C
±1.15 AC
EXISTING 10'
UTILITY EASEMENT
SIGNAGE
OPEN
SPACE
CARRIAGE
UNITS - 6
20'
B
U
F
F
E
R
BOUNDARY LINE (TYP.)
CROSS ACCESS AND
PARKING EASMENT = 1.14 AC.
20'
B
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FENCE
MAIL
KIOSK
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TOWNHOME #21-24
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TOWNHOME #17-20
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G-7
T-1
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G-2 G-2
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T-7
42
'
50'
42'
42'
50'
50'
50'
42
'
50
'
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WHISKEY BRANCH DRIVE
PUBLIC UTILITY EASEMENT
50' PRIVATE R.O.W.
SE
A
F
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W
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W
E
Y
B
R
I
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G
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ITHACA STREET
42' PRIVATE R.O.W.
IT
H
A
C
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S
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IT
H
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HYDRA DRIVE
HY
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TOWNHOME #13-16
TO
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3
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3
9
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1
2
BUILDING #1
20,115 S.F.
TOWNHOME #1- 6
T-6
G-6
T-6
T-5
T-6
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-201
1" = 30'
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
A
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N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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 M.D.S.
SITE PLAN
.
.
.
...
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:37pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-201LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
MATCH LINE C-203
GENERAL CONSTRUCTION NOTES
G-3
G-4
G-1
G-2 INSTALL CONCRETE SIDEWALK.
INSTALL 6" CURB & GUTTER.
G-6
G-7
G-5
PROPOSED BOLLARD. (TYP.)
PROPOSED ACCESSIBLE RAMP.
PROPOSED BUILDING, SEE ARCHITECTURE PLANS.
TIE INTO EXISTING CURB.
INSTALL BITUMINOUS PAVEMENT. SEE GEOTECH REPORT FOR DETAILS.
G-8 PROPOSED DUMPSTER AREA. REFER TO LANDSCAPE PLAN FOR FURTHER DETAIL.
G-9 PROPOSED DEPRESSED CURB.
G-10
G-11
G-12
PROPOSED BIKE RACKS. (6 SETS OF 5 RACKS PROVIDED AT EACH MULTI-FAMILY BUILDINGS)
PROPOSED SITE LIGHTING. LIGHTING LOCATIONS PROVIDED BY DUKE ENERGY. SEE LIGHTING PLAN FOR DETAILS.
INSTALL EV CHARGING PEDESTAL. CONFIRM CONDUIT LAYOUT AND POWER SUPPLY WITH MEP.
FIRE & LIFE SAFETY NOTES
CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
2.
1.
ALL NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE)3.
FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.4.
LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDC'S OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL ALWAYS 5.
C-1-NOTES-GENERAL-FIRE-DE
ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL6.
BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC'S.
CIRCUMSTANCES CONCERNING THE PROJECT.
PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM THE NEW HANOVER 7.
COUNTY FIRE AND LIFE SAFETY DIVISION 910-343-0696.
CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL MULTI-STORY COMMERCIAL BUILDINGS AND ALL8.
SINGLE-STORY COMMERCIAL BUILDINGS EXCEEDING 7,500 SQ/FT THAT DEMONSTRATES THE EXISTING EMERGENCY
RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEEN THE "HOT BOX" AND THE RISER ROOM, MUST BE ELECTRICALLY9.
SUPERVISED.
SIGHT DISTANCE TRIANGLE NOTES:
1.NO PARKING SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES, OR OTHER TYPE OF OBSTRUCTIONS
NOT SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE SPACE BETWEEN 30 INCHES ABOVE GROUND
AND 10 FEET ABOVE GROUND LEVEL WITHIN A TRIANGULAR SIGHT DISTANCE.
T-1
STRIPING & SIGNAGE CONSTRUCTION NOTES
T-2
T-3
T-4
PROPOSED PAINTED HANDICAP ACCESSIBLE SYMBOL - 4" WIDE SOLID HANDICAPPED BLUE (typ.).
PROPOSED HANDICAP PARKING SIGN (TYP.).
PROPOSED PAINTED STRAIGHT LINE AND 45° CROSS-HATCH STRIPING - 4" WIDE SOLID WHITE LINE (typ.).
T-5
PROPOSED PAINTED PARKING SPACE STRIPING - 4" WIDE SOLID WHITE LINE (typ.).
T-6
PROPOSED WHITE THERMO STOP BAR - 16" WIDE.
INSTALL "STOP" SIGN.
PROPOSED PAINTED THERMO PEDESTRIAN CROSSWALK.T-7
INSTALL EV PARKING SIGN. SIGNAGE DESIGN TO BE CONFIRMED BY OWNER PRIOR TO INSTALLATION.T-8
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
C-203C-202
C-201
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
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6
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24x36
24x
3
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6
24x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36
24x36
24x36
24x
3
6
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
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6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
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6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
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6
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6
24x3
6
24x3
6
24x36
24x36
24x36
24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36
MATCH LINE C-202
OUTPARCEL D
± 1.12 AC
30' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
50' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
15'
17'
16'
POOL
SPACE
PERGOLA
FUTURE MIXED-USE
DEVELOPMENT
24
'
24'
24'
24'
24
'
9'
18
'
9'
18
'
18'
9'
9'
18'
18'
9'
9'
18
'
22
'
18
'
9'
24
'
24
'
24'
9'
18
'
9'
18
'
24'24'
9'
18'9'
18'
9'
18'
9'
18
'
9'
18
'
9'
18'
9'
18'
24'
9'
18'
24'
9'
18
'
22
'
24'
9'
18
'
11
'
5'
11
'
11
'
5'
11
'
T-1
T-1
T-1
T-1
T-1
T-1
T-1T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-2 T-3
T-2T-3
T-2T-3
T-1T-1
T-1
T-1
G-1
G-1
G-1 G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-9
G-1
G-1
G-1
G-1G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-3
G-3G-3
G-3
G-3
G-3
G-3
G-3
G-3
G-3
G-3
G-3
G-3
G-3
G-4
T-2
T-3
G-5
G-5
G-5
G-5
G-5
G-5G-5G-5
G-5G-5G-5
G-5
G-5
G-5 G-5
G-5
G-7
G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9 G-9 G-9 G-9
G-9
G-9
G-9 G-9
G-9
G-9G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
T-8
G-2
G-2
G-2
G-2
G-2
G-2
G-2
G-2
G-2
G-2
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-6
G-6G-6
G-6
G-6
G-10
G-10
T-3T-3
T-7
T-7
T-7
T-7
T-7
T-7
T-7 T-7
T-7
T-7G-11
G-11
G-11
G-11
G-11
G-11
PUBLIC U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
50' PRIVA
T
E
R
.
O
.
W
.
SE
A
F
O
R
T
H
D
R
I
V
E
CORINTH WAY CORINTH WAY
ELECTRI
C
A
V
E
N
U
E
BUILDING #5
19,460 S.F.
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.
POOL
HOUSE
G-5
G-4
T-4 T-4
G-9
G-9
T-4T-4
T-4 T-4
EXISTING 10'
UTILITY EASEMENT
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-202
1" = 30'
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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 M.D.S.
SITE PLAN
.
.
.
...
.
Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:39pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-202LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
MATCH LINE C-201
MA
T
C
H
L
I
N
E
C
-
2
0
3
GENERAL CONSTRUCTION NOTES
G-3
G-4
G-1
G-2 INSTALL CONCRETE SIDEWALK.
INSTALL 6" CURB & GUTTER.
G-6
G-7
G-5
PROPOSED BOLLARD. (TYP.)
PROPOSED ACCESSIBLE RAMP.
PROPOSED BUILDING, SEE ARCHITECTURE PLANS.
TIE INTO EXISTING CURB.
INSTALL BITUMINOUS PAVEMENT. SEE GEOTECH REPORT FOR DETAILS.
G-8 PROPOSED DUMPSTER AREA. REFER TO LANDSCAPE PLAN FOR FURTHER DETAIL.
G-9 PROPOSED DEPRESSED CURB.
G-10
G-11
G-12
PROPOSED BIKE RACKS. (6 SETS OF 5 RACKS PROVIDED AT EACH MULTI-FAMILY BUILDINGS)
PROPOSED SITE LIGHTING. LIGHTING LOCATIONS PROVIDED BY DUKE ENERGY. SEE LIGHTING PLAN FOR DETAILS.
INSTALL EV CHARGING PEDESTAL. CONFIRM CONDUIT LAYOUT AND POWER SUPPLY WITH MEP.
FIRE & LIFE SAFETY NOTES
CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
2.
1.
ALL NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE)3.
FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.4.
LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDC'S OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL ALWAYS 5.
C-1-NOTES-GENERAL-FIRE-DE
ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL6.
BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC'S.
CIRCUMSTANCES CONCERNING THE PROJECT.
PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM THE NEW HANOVER 7.
COUNTY FIRE AND LIFE SAFETY DIVISION 910-343-0696.
CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL MULTI-STORY COMMERCIAL BUILDINGS AND ALL8.
SINGLE-STORY COMMERCIAL BUILDINGS EXCEEDING 7,500 SQ/FT THAT DEMONSTRATES THE EXISTING EMERGENCY
RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEEN THE "HOT BOX" AND THE RISER ROOM, MUST BE ELECTRICALLY9.
SUPERVISED.
T-1
STRIPING & SIGNAGE CONSTRUCTION NOTES
T-2
T-3
T-4
PROPOSED PAINTED HANDICAP ACCESSIBLE SYMBOL - 4" WIDE SOLID HANDICAPPED BLUE (typ.).
PROPOSED HANDICAP PARKING SIGN (TYP.).
PROPOSED PAINTED STRAIGHT LINE AND 45° CROSS-HATCH STRIPING - 4" WIDE SOLID WHITE LINE (typ.).
T-5
PROPOSED PAINTED PARKING SPACE STRIPING - 4" WIDE SOLID WHITE LINE (typ.).
T-6
PROPOSED WHITE THERMO STOP BAR - 16" WIDE.
INSTALL "STOP" SIGN.
PROPOSED PAINTED THERMO PEDESTRIAN CROSSWALK.T-7
INSTALL EV PARKING SIGN. SIGNAGE DESIGN TO BE CONFIRMED BY OWNER PRIOR TO INSTALLATION.T-8
SIGHT DISTANCE TRIANGLE NOTES:
1.NO PARKING SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES, OR OTHER TYPE OF OBSTRUCTIONS
NOT SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE SPACE BETWEEN 30 INCHES ABOVE GROUND
AND 10 FEET ABOVE GROUND LEVEL WITHIN A TRIANGULAR SIGHT DISTANCE.
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
C-203C-202
C-201
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
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6
24x3
6
24x3
6
24x3
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6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
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24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36
24x36
24x36
24x
3
6
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36 24x36
OPEN
SPACE
MAINTENANCE
& CAR WASH
WASTE &
RECYCLING
PERGOLA
OPEN SPACE
20' SETBACK
FENCE
FENCE
20
'
B
U
F
F
E
R
24'
24'
24'
24
'
24'
9'
18
'
18
'
18'
9'
9'
18
'
22
'
18
'
9'
18'
9'
24
'
24
'
24'
9'
18
'
9'
18
'
24'24'
9'
18'9'
18'
9'
18'
9'
18
'
9'
18'
9'
18'
9'
18'
9'
18
'
22
'
24'
11
'
5'
11
'
11
'
5'
11
'
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-2T-3
T-5
T-6
T-2T-3
G-1 G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-1
G-3
G-3
G-3
G-3
G-3
G-3G-3
G-3
G-3
G-3
G-3
G-4
G-5
G-5
G-5
T-2
T-3
T-2
T-3
G-5
G-5
G-5
G-5
G-5
G-5
G-5
G-5G-5
G-5G-5
G-7
G-8
G-9
G-9
G-9 G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
G-9
T-8
G-2
G-2
G-2
G-2
G-2
G-2
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-12
G-6
G-6
G-6
G-6
G-10
G-10
T-3T-3
T-7
T-7
T-7 T-7
T-7
T-7
T-7
T-7
T-7
G-11
G-11
G-11
G-11
CO
N
D
O
R
R
U
N
PUBLIC U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
50' PRIVA
T
E
R
.
O
.
W
.
HY
D
R
A
D
R
I
V
E
CORINTH WAY
ELECTRI
C
A
V
E
N
U
E
HY
D
R
A
D
R
I
V
E
BUILDING #5
19,460 S.F.
BUILDING #1
20,115 S.F.
BUILDING #3
17,930 S.F.
BUILDING #4
17,930 S.F.
POOL
HOUSE
CARRIAGE
UNITS - 6
CARRIAGE
UNITS - 6
G-6
G-6
G-6
G-5
G-4
T-4
T-4
G-9
G-9
G-9
G-9
T-4T-4
T-4 T-4
EXISTING 10'
UTILITY EASEMENT
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-203
1" = 30'
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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 M.D.S.
SITE PLAN
.
.
.
...
.
Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:42pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-203LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
MATCH LINE C-201
MA
T
C
H
L
I
N
E
C
-
2
0
2
GENERAL CONSTRUCTION NOTES
G-3
G-4
G-1
G-2 INSTALL CONCRETE SIDEWALK.
INSTALL 6" CURB & GUTTER.
G-6
G-7
G-5
PROPOSED BOLLARD. (TYP.)
PROPOSED ACCESSIBLE RAMP.
PROPOSED BUILDING, SEE ARCHITECTURE PLANS.
TIE INTO EXISTING CURB.
INSTALL BITUMINOUS PAVEMENT. SEE GEOTECH REPORT FOR DETAILS.
G-8 PROPOSED DUMPSTER AREA. REFER TO LANDSCAPE PLAN FOR FURTHER DETAIL.
G-9 PROPOSED DEPRESSED CURB.
G-10
G-11
G-12
PROPOSED BIKE RACKS. (6 SETS OF 5 RACKS PROVIDED AT EACH MULTI-FAMILY BUILDINGS)
PROPOSED SITE LIGHTING. LIGHTING LOCATIONS PROVIDED BY DUKE ENERGY. SEE LIGHTING PLAN FOR DETAILS.
INSTALL EV CHARGING PEDESTAL. CONFIRM CONDUIT LAYOUT AND POWER SUPPLY WITH MEP.
FIRE & LIFE SAFETY NOTES
CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
2.
1.
ALL NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE)3.
FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.4.
LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FDC'S OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL ALWAYS 5.
C-1-NOTES-GENERAL-FIRE-DE
ADDITIONAL FIRE PROTECTION AND/OR ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL6.
BE MAINTAINED AROUND THE CIRCUMFERENCE OF HYDRANTS AND FDC'S.
CIRCUMSTANCES CONCERNING THE PROJECT.
PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM THE NEW HANOVER 7.
COUNTY FIRE AND LIFE SAFETY DIVISION 910-343-0696.
CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL MULTI-STORY COMMERCIAL BUILDINGS AND ALL8.
SINGLE-STORY COMMERCIAL BUILDINGS EXCEEDING 7,500 SQ/FT THAT DEMONSTRATES THE EXISTING EMERGENCY
RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
ALL ISOLATION VALVES WITHIN THE "HOT BOX" AND BETWEEN THE "HOT BOX" AND THE RISER ROOM, MUST BE ELECTRICALLY9.
SUPERVISED.
SIGHT DISTANCE TRIANGLE NOTES:
1.NO PARKING SPACES, FENCES, WALLS, POSTS, LIGHTS, SHRUBS, TREES, OR OTHER TYPE OF OBSTRUCTIONS
NOT SPECIFICALLY EXEMPTED SHALL BE PERMITTED IN THE SPACE BETWEEN 30 INCHES ABOVE GROUND
AND 10 FEET ABOVE GROUND LEVEL WITHIN A TRIANGULAR SIGHT DISTANCE.
T-1
STRIPING & SIGNAGE CONSTRUCTION NOTES
T-2
T-3
T-4
PROPOSED PAINTED HANDICAP ACCESSIBLE SYMBOL - 4" WIDE SOLID HANDICAPPED BLUE (typ.).
PROPOSED HANDICAP PARKING SIGN (TYP.).
PROPOSED PAINTED STRAIGHT LINE AND 45° CROSS-HATCH STRIPING - 4" WIDE SOLID WHITE LINE (typ.).
T-5
PROPOSED PAINTED PARKING SPACE STRIPING - 4" WIDE SOLID WHITE LINE (typ.).
T-6
PROPOSED WHITE THERMO STOP BAR - 16" WIDE.
INSTALL "STOP" SIGN.
PROPOSED PAINTED THERMO PEDESTRIAN CROSSWALK.T-7
INSTALL EV PARKING SIGN. SIGNAGE DESIGN TO BE CONFIRMED BY OWNER PRIOR TO INSTALLATION.T-8
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
C-203C-202
C-201
24x36
24x36
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24x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36
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24
24 24 24 24 24 24
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OUTPARCEL B
±1.18 AC
OUTPARCEL C
±1.15 AC
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
F.H
.
F.
H
.
W.V.
W.V.
B.
O
.
EX. SAN. MH.
RIM = 27.47'
INV. OUT = 22.93'
EX.
8
"
S
W W W W W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
EXISTING 10'
UTILITY EASEMENT
SIGNAGE
OPEN
SPACE
CARRIAGE
UNITS - 6
20'
B
U
F
F
E
R
BOUNDARY LINE (TYP.)
CROSS ACCESS AND
PARKING EASMENT = 1.14 AC.
20'
B
U
F
F
E
R
FENCE
IRRIGATION
SUPPLY WELL
PR. TIE-IN LOCATION
FOR STORMWATER
PR. TIE-IN LOCATION
FOR PHASE 2 WATER
PR. TIE-IN
LOCATION
SANITARY SEWER
TIE-IN LOCATION
FOR PHASE 2
SANITARY SEWER
PR. TIE-IN LOCATION
FOR STORMWATER
PR. TIE-IN LOCATION
FOR PHASE 2 WATER
W.M
.
W.V
.
W.
V
.
W.M
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W.M.
W.
M
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W.
M
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W.
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.
W.M.
W.
M
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M
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F.H
.
F.H.
F.
H
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F.
H
.
W.
V
.
W.
V
.
8W
8W 8W 8W 8W 8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W
8W8W8W8W8W8W8W8W
W
WWWWWWWWW
8W
8W8W8W8W
8W
W
MAIL
KIOSK
2
8
27
27
28
28
2
8
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30
2929
27
27
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0
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2929
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3
0
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TO
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#
4
4
-
4
9
TO
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#
4
0
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4
3
TOWNHOME #21-24 TO
W
N
H
O
M
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#
2
5
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2
9
TO
W
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H
O
M
E
#
3
0
-
3
4
S-5
TOWNHOME #17-20
SD-29A
SD-13B
SD
-
1
0
B
SD
-
9
B
SD
-
8
B
SD
-
7
B
SD-
6
B
SD-5B
SD
-
3
B
SD-2
B
SD
-
1
B
SD-24B
SD
-
1
9
B
S
D
-
1
6
B
SD-
2
2
B
SD-20B
SD-31B
SD
-
2
8
B
SD
-
2
7
B
SD
-
2
6
B
SD
-
2
5
B
SD-30B
SD-3
3
B
SD-4B
SD
-
1
8
B
SD
-
2
9
B
SD
-
1
4
B
SD
-
3
2
B
SD-17B
SD-15B
SD
-
1
1
B
SD-23B
SD
-
3
4
B
SEW
E
R
C-PR-U-SEWER-MH-4ID
SEWE
RC-PR-U-SEWER-MH-4ID
SEWER
C-PR-U-SEWER-MH-4ID
SEWE
RC-PR-U-SEWER-MH-4ID SEWER
C-PR-U-SEWER-MH-4ID
SEW
E
R
C-PR-U-SEWER-MH-4ID
SEWE
R
C-PR-U-SEWER-MH-4ID
SEWER
C-PR-U-SEWER-MH-4ID
8" S
8" S
8"
S
8" S8" S
8" S
8"
S
8"
S
48"x48"-YARD
48"x48"-
Y
A
R
D
48"x48"-
Y
A
R
D
48"x48"-YA
R
D
48"x48"-YARD
48"x48"-YA
R
D
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YAR
D
48"x48"-YARD
48"x48"-Y
A
R
D
48"x48"-YARD
48"x48"-Y
A
R
D
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YAR
D
48"x48"-Y
A
R
D
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD 48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
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48"x48"-YARD
48"x48"-YARD
48"x48"-Y
A
R
D
48"x48"-YARD
48"x48"-YARD
S-2 S-2
S-2
S-2
S-2
S-2
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S-3
S-3
S-4
S-4
S-4
S-4
S-4
S-3
S-4
S-4
S-4
S-4
S-5 S-5
S-5
S-5
S-5S-5S-5
S-5
S-5
S-5
S-5
S-5
S-5
S-5
S-5
S-5S-5
S-5
S-1
S-5
S-5
S-2
W-1
W-5
W-5
W-5
W-5
W-11 W-3
W-9
W-7
W-7
W-7
W-7
W-7
W-7
W-7
W-4
W-4
W-4
W-4
W-10
W-10
W-10
W-10
W-10
W-10
W-10
W-10
W-10
W-8
W-11
W-11
W-11
W-11
W-11
W-11
W-6
W-6
W-6
W-6
W-6
W-6
W-10
W-4
W-12 W-12
W-12
W-12
W-12
W-12
W-12
W-12
W-12
W-7
W-13
50
'
P
R
I
V
A
T
E
R
.
O
.
W
.
PU
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
WHISKEY BRANCH DRIVE
PUBLIC UTILITY EASEMENT
50' PRIVATE R.O.W.
SE
A
F
O
R
T
H
D
R
I
V
E
50'
P
R
I
V
A
T
E
R
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O
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W
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PU
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
W
H
I
S
K
E
Y
B
R
A
N
C
H
D
R
I
V
E
55'
P
U
B
L
I
C
R
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O
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W
.
W
E
Y
B
R
I
D
G
E
L
A
N
E
ITHACA STREET
42' PRIVATE R.O.W.
IT
H
A
C
A
S
T
R
E
E
T
IT
H
A
C
A
S
T
R
E
E
T
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B
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A
N
E
HYDRA DRIVE
HY
D
R
A
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V
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42'
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TOWNHOME #13-16
TO
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7
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1
2
BUILDING #1
20,115 S.F.
FF - 28.60'
FF - 30.50'
(DOOR)
FF - 28.60'
(DOOR)
FF - 29.10'
(DOOR)
FF - 29.60'
(DOOR)
FF - 30.10'
(DOOR)
FF - 30.35'
(DOOR)
FF - 29.65'
(DOOR)
FF - 30.25'
(DOOR)
FF - 30.25'
(DOOR)
FF - 30.25'
(DOOR)
FF - 30.73'
(DOOR)
FF - 30.73'
(DOOR)
FF - 30.73'
(DOOR)
FF
-
2
9
.
7
0
'
(D
O
O
R
)
FF
-
2
9
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7
0
'
(D
O
O
R
)
FF
-
2
9
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7
0
'
(D
O
O
R
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FF
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2
9
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7
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(D
O
O
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)
FF
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2
9
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7
0
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(D
O
O
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)
FF
-
2
9
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7
0
'
(D
O
O
R
)
FF - 30.50'
(DOOR)
FF
-
2
9
.
7
5
'
(D
O
O
R
)
FF
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2
9
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3
5
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(D
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)
FF
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2
9
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(D
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FF
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(D
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FF
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9
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6
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(D
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)
FF
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(D
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FF
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6
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'
(D
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O
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)
FF
-
2
9
.
6
0
'
(D
O
O
R
)
FF - 29.65'
(DOOR)
FF - 29.65'
(DOOR)
FF - 29.65'
(DOOR)
FF - 30.50'
(DOOR)
FF - 30.50'
(DOOR)
FF - 30.50'
(DOOR)
FF - 30.67'
(DOOR)
FF - 30.67'
(DOOR)
FF - 30.67'
(DOOR)
FF - 30.67'
(DOOR)
FF - 30.50'
(DOOR)
FF - 30.50'
(DOOR)
FF - 30.50'
(DOOR)
FF - 30.50'
(DOOR)
FF
-
2
9
.
7
5
'
(D
O
O
R
)
FF
-
2
9
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7
5
'
(D
O
O
R
)
FF
-
2
9
.
7
5
'
(D
O
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FF
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2
9
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7
5
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(D
O
O
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)
FF
-
2
9
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3
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(D
O
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FF
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9
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3
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(D
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FF
-
2
8
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2
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FF
-
2
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3
5
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(D
O
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)
S
D
-
1
2
B
TOWNHOME #1- 6
PR. C.B. : 17B
GRATE : 28.90'
INV. IN : 21.03'
INV. OUT : 21.03'
PR. C.B. : 3B
GRATE : 28.66'
INV. IN : 20.57'
INV. OUT : 20.57'
PR. C.B. : 5B
GRATE : 28.41'
INV. IN : 20.89'
INV. IN : 20.89'
INV. OUT : 20.89'
PR. C.B. : 6B
GRATE : 28.35'
INV. IN : 21.09'
INV. OUT : 21.09'
PR. C.B. : 8B
GRATE : 28.13'
INV. IN : 21.37'
INV. OUT : 21.37'
PR. C.B. : 4B
GRATE : 27.89'
INV. IN : 20.67'
INV. OUT : 20.67'
PR. C.B. : 7B
GRATE : 27.85'
INV. IN : 21.24'
INV. OUT : 21.24'
PR. C.B. : 9B
GRATE : 27.84'
INV. IN : 21.70'
INV. OUT : 21.70'
PR. C.B. : 82
GRATE : 27.79'
PR. C.B. : 27B
GRATE : 27.78'
INV. IN : 21.20'
INV. OUT : 21.20'
PR. C.B. : 23B
GRATE : 27.77'
INV. OUT : 21.69'
PR. C.B. : 26B
GRATE : 27.72'
INV. IN : 21.02'
INV. OUT : 21.02'
PR. C.B. : 11B
GRATE : 27.64'
INV. IN : 22.26'
INV. IN : 22.26'
INV. OUT : 22.26'
PR. C.B. : 13B
GRATE : 27.58'
INV. IN : 22.64'
INV. IN : 22.64'
INV. OUT : 22.64'
PR. C.B. : 34B
GRATE : 27.57'
INV. OUT : 22.10'
PR. C.B. : 24B
GRATE : 27.57'
INV. IN : 21.82'
INV. OUT : 21.82'
PR. C.B. : 10B
GRATE : 27.54'
INV. IN : 21.82'
INV. OUT : 21.82'
PR. C.B. : 1B
GRATE : 27.00'
INV. IN : 20.45'
PR. C.B. : 33B
GRATE : 26.54'
INV. OUT : 22.87'
PR. C.B. : 25B
GRATE : 26.39'
INV. IN : 20.85'
INV. OUT : 20.85'
PR. C.B. : 29B
GRATE : 26.37'
INV. OUT : 21.57'
PR. C.B. : 28B
GRATE : 26.28'
INV. IN : 21.41'
INV. IN : 21.41'
INV. OUT : 21.41'
PR. C.B. : 21B
GRATE : 26.08'
INV. IN : 21.79'
INV. OUT : 21.79'
PR. C.B. : 30B
GRATE : 26.07'
INV. OUT : 20.70'
PR. C.B. : 2B
GRATE : 26.05'
INV. IN : 20.50'
INV. IN : 20.50'
INV. IN : 20.50'
INV. OUT : 20.50'
PR. C.B. : 20B
GRATE : 26.04'
INV. IN : 21.74'
INV. IN : 21.74'
INV. OUT : 21.74'
PR. C.B. : 31B
GRATE : 25.48'
INV. IN : 21.48'
INV. OUT : 21.48'
PR. C.B. : 14B
GRATE : 25.03'
INV. IN : 22.78'
INV. OUT : 22.78'
PR. C.B. : 12B
GRATE : 25.01'
INV. IN : 22.39'
INV. OUT : 22.39'
PR. C.B. : 16B
GRATE : 24.60'
INV. OUT : 22.39'PR. C.B. : 22B
GRATE : 25.90'
INV. OUT : 21.99'
PR. C.B. : 19B
GRATE : 24.16'
INV. IN : 21.41'
INV. IN : 21.41'
INV. OUT : 21.41'
PR. C.B. : 18B
GRATE : 24.05'
INV. IN : 21.08'
INV. OUT : 21.08'
PR. C.B. : 32B
GRATE : 25.82'
INV. OUT : 21.67'
PR. SAN. MH. : 29B
RIM EL. : 29.90'
INV. IN : 25.47'
INV. OUT : 25.47'
PR. SAN. MH. : 29B
RIM EL. : 29.90'
INV. IN : 24.64'
INV. IN : 24.64'
INV. OUT : 24.64'
PR. SAN. MH. : 8B
RIM EL. : 29.60'
INV. OUT : 25.80'
PR. SAN. MH. : 5B
RIM EL. : 28.81'
INV. OUT : 24.96'
PR. SAN. MH. : 3B
RIM EL. : 28.63'
INV. IN : 24.44'
INV. OUT : 24.44'
PR. SAN. MH. : 6B
RIM EL. : 28.39'
INV. OUT : 23.83'
PR. SAN. MH. : 1B
RIM EL. : 27.32'
INV. IN : 23.31'
INV. IN : 23.31'
INV. OUT : 23.31'
PR. SAN. MH. : 2B
RIM EL. : 27.22'
INV. IN : 23.46'
INV. OUT : 23.46'
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-301
1" = 30'
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 M.D.S.
UTILITIES PLAN
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:47pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-301LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
DOMESTIC WATER SYSTEM CONSTRUCTION NOTES
W-2
W-1
W-4 INSTALL GATE VALVE WITH VALVE BOX (TYP.), SIZE TO MATCH ASSOCIATED WATER LINE.
W-5 INSTALL FIRE HYDRANT, 6" M.J. GATE VALVE WITH VALVE BOX AT THE LOCATIONS SHOWN HEREON (TYP.) - 7 F.H. PROVIDED.
W-6 DEFLECT WATER MAIN ABOVE OTHER UTILITIES USING FUSED HDPE 45° VERTICAL BENDS WHERE IN CONFLICT OR IN ORDER
C-PR-U-SEWER-C-NOTES.DWG
TO MAINTAIN 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER, STORM DRAIN AND OTHER UTILITIES AT ALL
CROSSINGS, IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
W-3 INSTALL 8" DIAMETER ULTRA BLUE PVC C909 WATER MAIN (42" MIN. COVER).
TAP INTO EXISTING WATER MAIN WITH A TAPPING SLEEVE AND TAPPING VALVE FOR PROPOSED 8" WATER MAIN. EXISTING
INSTALL 1.5" DOMESTIC WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE BUILDING ARCHITECTURAL PLANS FORW-7
UTILITY CONNECTION INFORMATION.
INSTALL FIRE DEPARTMENT CONNECTION (F.D.C.) AT LOCATIONS SHOWN HEREON. F.D.C. TO BE GUARDIAN 30° STORZ TYPEW-8
CONNECTION OR APPROVED EQUAL.
INSTALL 2" DOMESTIC WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE BUILDING ARCHITECTURAL PLANS FORW-9
PROPOSED PRECAST VAULT FOR WATER METER ASSEMBLY AND BACKFLOW PREVENTER VALVE ASSEMBLY PER CAPE FEARW-10
PUBLIC UTILITY AUTHORITY STANDARDS. SEE CFPUA STANDARD DETAILS, SHEET C-902.
UTILITY CONNECTION INFORMATION.
INSTALL 8" FIRE WATER LINE.W-11
TAP INTO EXISTING WATER MAIN WITH A TAPPING SLEEVE AND TAPPING VALVE. EXISTING WATER LINE SIZE TO BE VERIFIED
WATER LINE SIZE TO BE VERIFIED FOR APPROPRIATE CONNECTION.
FOR APPROPRIATE CONNECTION.
TAP INTO 8" WATER MAIN WITH 8" X 1.5" TAPPING SLEEVE AND VALVE FOR PROPOSED 1.5" DOMESTIC WATER SERVICEW-12
CONNECTION.
TAP INTO 8" WATER MAIN WITH 8" X 2" TAPPING SLEEVE AND VALVE FOR PROPOSED 2" DOMESTIC WATER SERVICEW-13
CONNECTION.
SANITARY SEWER CONSTRUCTION NOTES
S-1 CORE DRILL EXISTING SANITARY SEWER MANHOLE AND CONNECT PROPOSED 8" PVC SDR 26 SANITARY SEWER MAIN AT
THE INVERT SHOWN. CONTRACTOR TO PROVIDE WATERTIGHT SEAL.
S-2 INSTALL PRECAST CONCRETE SANITARY SEWER MANHOLE AT LOCATIONS SHOWN HEREON (TYP.). SEE SANITARY SEWER
MANHOLE SCHEDULES, SHEET C-304 FOR INVERT AND RIM ELEVATION INFORMATION. 17 MANHOLES REQUIRED.
S-3 INSTALL SANITARY SEWER MAIN AT LOCATIONS SHOWN HEREON (TYP.). SEE SANITARY SEWER PIPE SCHEDULES,
SHEET C-304 FOR SIZE, MATERIAL, INVERT, AND SLOPE INFORMATION.
S-4 INSTALL 8" 40 PVC SANITARY SEWER LATERAL (14" MIN. SLOPE PER 1') WITH CLEANOUT AT LOCATIONS SHOWN HEREON
(TYP.).PP
S-5 INSTALL SANITARY SEWER CLEANOUT.
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MATCH LINE C-303MATCH LINE C-302
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
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C-302 C-303
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OUTPARCEL D
± 1.12 AC
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
C-EX-U-SD-MH-4ID
F.H
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B.
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W.V.W.V.
EX. SAN. MH
RIM EL. = 21.10'
INV. IN (6") = 22.89'
INV. IN (8") = 21.10'
INV. IN (6") = 22.89
INV. OUT (21") = 20.99'
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'
30' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
50' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
3 - 42" RCP
SD CULVERTS
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EX. 8"SS
EX. SAN. MH.
RIM = 27.10'
INV. OUT = 20.17'
EX. 8"S
15'
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SEWER
C-PR-U-SEWER-MH-4ID
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C-PR-U-SEWER-MH-4ID
SEWERC-PR-U-SEWER-MH-4ID
SEWER
C-PR-U-SEWER-MH-4ID
SEWE
RC-PR-U-SEWER-MH-4ID
8"
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PUBLIC UT
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CORINTH WAY CORINTH WAY
ELECTRI
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BUILDING #5
19,460 S.F.
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.
POOL
HOUSE
FF - 27.93'
FF - 29.64'
FF - 27.50'
FF - 28.60'
FF - 28.20'
FF - 25.70'
EXISTING 10'
UTILITY EASEMENT
PR. C.B. : 15A
GRATE : 27.77'
INV. IN : 18.66'
INV. OUT : 18.66'
PR. C.B. : 14A
GRATE : 27.62'
INV. IN : 18.45'
INV. OUT : 18.45'PR. C.B. : 18A
GRATE : 27.32'
INV. IN : 18.88'
INV. OUT : 18.88'
PR. C.B. : 27A
GRATE : 27.25'
INV. IN : 18.87'
INV. OUT : 18.87'
PR. C.B. : 1A
GRATE : 27.00'
INV. IN : 17.16'
PR. C.B. : 17A
GRATE : 26.76'
INV. IN : 18.55'
INV. OUT : 18.55'
PR. C.B. : 16A
GRATE : 26.74'
INV. OUT : 18.82'
PR. C.B. : 26A
GRATE : 26.68'
INV. IN : 18.80'
INV. IN : 18.80'
INV. OUT : 18.80'
PR. C.B. : 29A
GRATE : 26.60'
INV. OUT : 19.45'
PR. C.B. : 28A
GRATE : 26.49'
INV. IN : 19.23'
INV. OUT : 19.23'
PR. C.B. : 35A
GRATE : 26.30'
INV. OUT : 18.50'
PR. C.B. : 30A
GRATE : 25.96'
INV. IN : 18.10'
INV. OUT : 18.10'
PR. C.B. : 19A
GRATE : 25.26'
INV. OUT : 19.15'
PR. C.B. : 22A
GRATE : 24.67'
INV. IN : 17.70'
INV. OUT : 17.70'
PR. C.B. : 32A
GRATE : 24.31'
INV. OUT : 19.20'
PR. C.B. : 31A
GRATE : 24.07'
INV. IN : 19.00'
INV. OUT : 19.00'
PR. C.B. : 21A
GRATE : 23.21'
INV. OUT : 17.40'
PR. C.B. : 4A
GRATE : 25.90'
INV. IN : 17.67'
INV. OUT : 17.67'
PR. C.B. : 34A
GRATE : 21.83'
INV. OUT : 19.08'
PR. C.B. : 12A
GRATE : 21.46'
INV. IN : 18.17'
INV. IN : 18.17'
INV. OUT : 18.17'
PR. C.B. : 5A
GRATE : 20.73'
INV. IN : 17.98'
INV. IN : 17.98'
INV. OUT : 17.98'
PR. SAN. MH. : 10A
RIM EL. : 28.75'
INV. OUT : 23.53'
PR. SAN. MH. : 10A
RIM EL. : 28.52'
INV. IN : 23.13'
INV. OUT : 23.13'
PR. SAN. MH. : 10A
RIM EL. : 27.90'
INV. IN : 22.33'
INV. IN : 22.33'
INV. OUT : 22.33'
PR. SAN. MH. : 12A
RIM EL. : 27.67'
INV. OUT : 23.84'
PR. SAN. MH. : 11A
RIM EL. : 26.76'
INV. IN : 21.72'
INV. IN : 21.71'
INV. OUT : 21.71'
PR. SAN. MH. : 12A
RIM EL. : 26.58'
INV. IN : 22.89'
INV. OUT : 22.89'
PR. SAN. MH. : 12A
RIM EL. : 26.50'
INV. IN : 20.48'
INV. OUT : 20.48'
PR. SAN. MH. : 2A
RIM EL. : 24.79'
INV. IN : 21.09'
INV. OUT : 21.09'
PR. C.B. : 2A
GRATE : 25.71'
INV. IN : 17.25'
INV. IN : 17.25'
INV. OUT : 17.25'
PR. C.B. : 3A
GRATE : 25.66'
INV. IN : 17.49'
INV. IN : 17.49'
INV. OUT : 17.49'
PR. C.B. : 24A
GRATE : 26.39'
INV. IN : 18.36'
INV. IN : 18.36'
INV. OUT : 18.36'
PR. C.B. : 23A
GRATE : 25.78'
INV. IN : 18.05'
INV. IN : 18.05'
INV. OUT : 18.05'
PR. C.B. : 25A
GRATE : 26.30'
INV. IN : 18.56'
INV. IN : 18.56'
INV. OUT : 18.56'
PR. C.B. : 13A
GRATE : 27.67'
INV. IN : 18.40'
INV. IN : 18.40'
INV. OUT : 18.40'
PR. C.B. : 33A
GRATE : 27.00'
INV. OUT : 18.70'
PR. C.B. : 15B
GRATE : 25.20'
INV. OUT : 23.10'
PR. C.B. : 20A
GRATE : 27.60'
INV. OUT : 18.71'
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-302
1" = 30'
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 M.D.S.
UTILITIES PLAN
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:48pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-302LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
DOMESTIC WATER SYSTEM CONSTRUCTION NOTES
W-2
W-1
W-4 INSTALL GATE VALVE WITH VALVE BOX (TYP.), SIZE TO MATCH ASSOCIATED WATER LINE.
W-5 INSTALL FIRE HYDRANT, 6" M.J. GATE VALVE WITH VALVE BOX AT THE LOCATIONS SHOWN HEREON (TYP.) - 7 F.H. PROVIDED.
W-6 DEFLECT WATER MAIN ABOVE OTHER UTILITIES USING FUSED HDPE 45° VERTICAL BENDS WHERE IN CONFLICT OR IN ORDER
C-PR-U-SEWER-C-NOTES.DWG
TO MAINTAIN 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER, STORM DRAIN AND OTHER UTILITIES AT ALL
CROSSINGS, IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
W-3 INSTALL 8" DIAMETER ULTRA BLUE PVC C909 WATER MAIN (42" MIN. COVER).
TAP INTO EXISTING WATER MAIN WITH A TAPPING SLEEVE AND TAPPING VALVE FOR PROPOSED 8" WATER MAIN. EXISTING
INSTALL 1.5" DOMESTIC WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE BUILDING ARCHITECTURAL PLANS FORW-7
UTILITY CONNECTION INFORMATION.
INSTALL FIRE DEPARTMENT CONNECTION (F.D.C.) AT LOCATIONS SHOWN HEREON. F.D.C. TO BE GUARDIAN 30° STORZ TYPEW-8
CONNECTION OR APPROVED EQUAL.
INSTALL 2" DOMESTIC WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE BUILDING ARCHITECTURAL PLANS FORW-9
PROPOSED PRECAST VAULT FOR WATER METER ASSEMBLY AND BACKFLOW PREVENTER VALVE ASSEMBLY PER CAPE FEARW-10
PUBLIC UTILITY AUTHORITY STANDARDS. SEE CFPUA STANDARD DETAILS, SHEET C-902.
UTILITY CONNECTION INFORMATION.
INSTALL 8" FIRE WATER LINE.W-11
TAP INTO EXISTING WATER MAIN WITH A TAPPING SLEEVE AND TAPPING VALVE. EXISTING WATER LINE SIZE TO BE VERIFIED
WATER LINE SIZE TO BE VERIFIED FOR APPROPRIATE CONNECTION.
FOR APPROPRIATE CONNECTION.
TAP INTO 8" WATER MAIN WITH 8" X 1.5" TAPPING SLEEVE AND VALVE FOR PROPOSED 1.5" DOMESTIC WATER SERVICEW-12
CONNECTION.
TAP INTO 8" WATER MAIN WITH 8" X 2" TAPPING SLEEVE AND VALVE FOR PROPOSED 2" DOMESTIC WATER SERVICEW-13
CONNECTION.
SANITARY SEWER CONSTRUCTION NOTES
S-1 CORE DRILL EXISTING SANITARY SEWER MANHOLE AND CONNECT PROPOSED 8" PVC SDR 26 SANITARY SEWER MAIN AT
THE INVERT SHOWN. CONTRACTOR TO PROVIDE WATERTIGHT SEAL.
S-2 INSTALL PRECAST CONCRETE SANITARY SEWER MANHOLE AT LOCATIONS SHOWN HEREON (TYP.). SEE SANITARY SEWER
MANHOLE SCHEDULES, SHEET C-304 FOR INVERT AND RIM ELEVATION INFORMATION. 17 MANHOLES REQUIRED.
S-3 INSTALL SANITARY SEWER MAIN AT LOCATIONS SHOWN HEREON (TYP.). SEE SANITARY SEWER PIPE SCHEDULES,
SHEET C-304 FOR SIZE, MATERIAL, INVERT, AND SLOPE INFORMATION.
S-4 INSTALL 8" 40 PVC SANITARY SEWER LATERAL (14" MIN. SLOPE PER 1') WITH CLEANOUT AT LOCATIONS SHOWN HEREON
(TYP.).PP
S-5 INSTALL SANITARY SEWER CLEANOUT.
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INV. IN = 18.57'
INV. OUT = 18.57'
EX. SAN. MH.
RIM = 25.60'
INV. IN = 17.95'
INV. OUT = 17.95'
EX. SAN. MH.
RIM = 24.75'
INV. IN = 17.46'
INV. OUT = 17.46'
EX. SAN. MH.
RIM = 24.99'
INV. IN = 17.36'
INV. OUT = 17.36'
EX. SAN. MH.
RIM = 25.82'
INV. IN = 19.64'
INV. OUT = 19.64'
EX. SAN. MH.
RIM = 25.69'
INV. IN = 20.53'
INV. OUT = 20.53'
EX. SAN. MH.
RIM = 24.63'
INV. OUT = 20.82'
3 - 42" RCP
SD CULVERTS
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W-8
W-8
W-6
W-6
W-6
W-6
W-6
SD-22A
S-5
W-13
W-13
W-13
W-13
W-9
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PUBLIC UT
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50' PRIVAT
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CORINTH WAY
ELECTRI
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BUILDING #5
19,460 S.F.
BUILDING #1
20,115 S.F.
BUILDING #3
17,930 S.F.
BUILDING #4
17,930 S.F.
POOL
HOUSE
FF - 28.65'
FF - 27.93'
FF - 29.64'
FF - 28.60'
FF - 26.07'
FF - 28.20'
CARRIAGE
UNITS - 6
CARRIAGE
UNITS - 6
FF - 28.75
FF - 28.66'
S-5
FF - 28.00'
EXISTING 10'
UTILITY EASEMENT
PR. C.B. : 15A
GRATE : 27.77'
INV. IN : 18.66'
INV. OUT : 18.66'
PR. C.B. : 14A
GRATE : 27.62'
INV. IN : 18.45'
INV. OUT : 18.45'PR. C.B. : 18A
GRATE : 27.32'
INV. IN : 18.88'
INV. OUT : 18.88'
PR. C.B. : 1A
GRATE : 27.00'
INV. IN : 17.16'
PR. C.B. : 17A
GRATE : 26.76'
INV. IN : 18.55'
INV. OUT : 18.55'
PR. C.B. : 16A
GRATE : 26.74'
INV. OUT : 18.82'
PR. C.B. : 7A
GRATE : 26.74'
INV. IN : 18.49'
INV. OUT : 18.49'
PR. C.B. : 6A
GRATE : 26.62'
INV. IN : 18.32'
INV. IN : 18.32'
INV. OUT : 18.32'
PR. C.B. : 8A
GRATE : 26.53'
INV. IN : 18.93'
INV. OUT : 18.93'
PR. C.B. : 11A
GRATE : 26.09'
INV. OUT : 19.01'
PR. C.B. : 9A
GRATE : 24.48'
INV. OUT : 19.30'
PR. C.B. : 21A
GRATE : 23.21'
INV. OUT : 17.40'
PR. C.B. : 4A
GRATE : 25.90'
INV. IN : 17.67'
INV. OUT : 17.67'
PR. C.B. : 12A
GRATE : 21.46'
INV. IN : 18.17'
INV. IN : 18.17'
INV. OUT : 18.17'
PR. C.B. : 5A
GRATE : 20.73'
INV. IN : 17.98'
INV. IN : 17.98'
INV. OUT : 17.98'
PR. C.B. : 10A
GRATE : 20.07'
INV. IN : 18.63'
INV. OUT : 18.63'
PR. SAN. MH. : 10A
RIM EL. : 28.75'
INV. OUT : 23.53'
PR. SAN. MH. : 10A
RIM EL. : 28.52'
INV. IN : 23.13'
INV. OUT : 23.13'
PR. SAN. MH. : 10A
RIM EL. : 27.90'
INV. IN : 22.33'
INV. IN : 22.33'
INV. OUT : 22.33'
PR. SAN. MH. : 10A
RIM EL. : 26.97'
INV. OUT : 23.05'
PR. SAN. MH. : 11A
RIM EL. : 26.76'
INV. IN : 21.72'
INV. IN : 21.71'
INV. OUT : 21.71'
PR. SAN. MH. : 12A
RIM EL. : 26.50'
INV. IN : 20.48'
INV. OUT : 20.48'
PR. SAN. MH. : 2A
RIM EL. : 24.79'
INV. IN : 21.09'
INV. OUT : 21.09'
PR. C.B. : 2A
GRATE : 25.71'
INV. IN : 17.25'
INV. IN : 17.25'
INV. OUT : 17.25'
PR. C.B. : 3A
GRATE : 25.66'
INV. IN : 17.49'
INV. IN : 17.49'
INV. OUT : 17.49'
PR. C.B. : 13A
GRATE : 27.67'
INV. IN : 18.40'
INV. IN : 18.40'
INV. OUT : 18.40'
PR. C.B. : 15B
GRATE : 25.20'
INV. OUT : 23.10'
PR. C.B. : 20A
GRATE : 27.60'
INV. OUT : 18.71'
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
1/25/2024
2023047.00
C-303
1" = 30'
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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R E
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 M.D.S.
UTILITIES PLAN
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:50pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-303LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
N
.
DOMESTIC WATER SYSTEM CONSTRUCTION NOTES
W-2
W-1
W-4 INSTALL GATE VALVE WITH VALVE BOX (TYP.), SIZE TO MATCH ASSOCIATED WATER LINE.
W-5 INSTALL FIRE HYDRANT, 6" M.J. GATE VALVE WITH VALVE BOX AT THE LOCATIONS SHOWN HEREON (TYP.) - 7 F.H. PROVIDED.
W-6 DEFLECT WATER MAIN ABOVE OTHER UTILITIES USING FUSED HDPE 45° VERTICAL BENDS WHERE IN CONFLICT OR IN ORDER
C-PR-U-SEWER-C-NOTES.DWG
TO MAINTAIN 18" VERTICAL SEPARATION BETWEEN SANITARY SEWER, STORM DRAIN AND OTHER UTILITIES AT ALL
CROSSINGS, IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY.
W-3 INSTALL 8" DIAMETER ULTRA BLUE PVC C909 WATER MAIN (42" MIN. COVER).
TAP INTO EXISTING WATER MAIN WITH A TAPPING SLEEVE AND TAPPING VALVE FOR PROPOSED 8" WATER MAIN. EXISTING
INSTALL 1.5" DOMESTIC WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE BUILDING ARCHITECTURAL PLANS FORW-7
UTILITY CONNECTION INFORMATION.
INSTALL FIRE DEPARTMENT CONNECTION (F.D.C.) AT LOCATIONS SHOWN HEREON. F.D.C. TO BE GUARDIAN 30° STORZ TYPEW-8
CONNECTION OR APPROVED EQUAL.
INSTALL 2" DOMESTIC WATER SERVICE CONNECTION TO PROPOSED BUILDING. SEE BUILDING ARCHITECTURAL PLANS FORW-9
PROPOSED PRECAST VAULT FOR WATER METER ASSEMBLY AND BACKFLOW PREVENTER VALVE ASSEMBLY PER CAPE FEARW-10
PUBLIC UTILITY AUTHORITY STANDARDS. SEE CFPUA STANDARD DETAILS, SHEET C-902.
UTILITY CONNECTION INFORMATION.
INSTALL 8" FIRE WATER LINE.W-11
TAP INTO EXISTING WATER MAIN WITH A TAPPING SLEEVE AND TAPPING VALVE. EXISTING WATER LINE SIZE TO BE VERIFIED
WATER LINE SIZE TO BE VERIFIED FOR APPROPRIATE CONNECTION.
FOR APPROPRIATE CONNECTION.
TAP INTO 8" WATER MAIN WITH 8" X 1.5" TAPPING SLEEVE AND VALVE FOR PROPOSED 1.5" DOMESTIC WATER SERVICEW-12
CONNECTION.
TAP INTO 8" WATER MAIN WITH 8" X 2" TAPPING SLEEVE AND VALVE FOR PROPOSED 2" DOMESTIC WATER SERVICEW-13
CONNECTION.
SANITARY SEWER CONSTRUCTION NOTES
S-1 CORE DRILL EXISTING SANITARY SEWER MANHOLE AND CONNECT PROPOSED 8" PVC SDR 26 SANITARY SEWER MAIN AT
THE INVERT SHOWN. CONTRACTOR TO PROVIDE WATERTIGHT SEAL.
S-2 INSTALL PRECAST CONCRETE SANITARY SEWER MANHOLE AT LOCATIONS SHOWN HEREON (TYP.). SEE SANITARY SEWER
MANHOLE SCHEDULES, SHEET C-304 FOR INVERT AND RIM ELEVATION INFORMATION. 17 MANHOLES REQUIRED.
S-3 INSTALL SANITARY SEWER MAIN AT LOCATIONS SHOWN HEREON (TYP.). SEE SANITARY SEWER PIPE SCHEDULES,
SHEET C-304 FOR SIZE, MATERIAL, INVERT, AND SLOPE INFORMATION.
S-4 INSTALL 8" 40 PVC SANITARY SEWER LATERAL (14" MIN. SLOPE PER 1') WITH CLEANOUT AT LOCATIONS SHOWN HEREON
(TYP.).PP
S-5 INSTALL SANITARY SEWER CLEANOUT.
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MATCH LINE C-301
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2
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
C-301
C-302 C-303
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
12/6/2023
2023047.00
C-901
AS NOTED
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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N
C
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H
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N
T
E
E
E
C
R
T
I
U
N G
R E
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
SITE DETAILS
.
.
.
...
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:51pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-901LAYER STATE:
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NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
12/6/2023
2023047.00
C-902
AS NOTED
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
A
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R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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
SITE DETAILS
.
.
.
...
.
Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:51pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-902LAYER STATE:
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NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
12/6/2023
2023047.00
C-903
AS NOTED
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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
SITE DETAILS
.
.
.
...
.
Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:52pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-903LAYER STATE:
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NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
12/6/2023
2023047.00
C-904
AS NOTED
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
A
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N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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
SITE DETAILS
.
.
.
...
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Y:\AutoCADCivil\Projects\2023\2023047\DWG\202304700-SITE-C3D21-NC.dwg, May 10, 2024 - 3:53pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2023
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
C-904LAYER STATE:
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OUTPARCEL B
±1.18 AC
OUTPARCEL C
±1.15 AC
OUTPARCEL D
± 1.12 AC
FIP
20'
B
U
F
F
E
R
11
12
12
1111
11 8
12
10 14
14
13
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6
10
10
5
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10
3
3
3
2
20'
B
U
F
F
E
R
FUTURE MIXED-USE
DEVELOPMENT
20
'
B
U
F
F
E
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TO
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#
4
4
-
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3
TOWNHOME #21-24
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5
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2
9
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TOWNHOME #17-20
MAIL
KIOSK
TINA CT
50
'
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R
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O
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W
.
PU
B
L
I
C
U
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I
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I
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Y
E
A
S
E
M
E
N
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WHISKEY BRANCH DRIVE
PUBLIC UTILITY EASEMENT
50' PRIVATE R.O.W.
SE
A
F
O
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T
H
D
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I
V
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50'
P
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O
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PU
B
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I
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E
A
S
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M
E
N
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W
H
I
S
K
E
Y
B
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A
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E
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H
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S
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E
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B
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A
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H
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A
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E
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CO
N
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U
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PUBLIC U
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I
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Y
E
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S
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M
E
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50' PRIVAT
E
R
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O
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W
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SE
A
F
O
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T
H
D
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I
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ITHACA STREET
42' PRIVATE R.O.W.
IT
H
A
C
A
S
T
R
E
E
T
IT
H
A
C
A
S
T
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E
E
T
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B
A
L
A
N
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HYDRA DRIVE HY
D
R
A
D
R
I
V
E
HY
D
R
A
D
R
I
V
E
CORINTH WAY CORINTH WAY
ELECTRI
C
A
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N
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TOWNHOME #13-16
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5
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3
9
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2
BUILDING #5
19,460 S.F.
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
TOWNHOME #1- 6
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
02/22/2024
2023047.00
L-001
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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
A.J.D.M.D.S.
LANDSCAPE COVER
.
.
.
5/10/241.CLIENT REVIEW
.
\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-LSCAPE-C3D21-NC.dwg, May 10, 2024 - 1:01pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2024
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
L-001LAYER STATE:
SCALE: 1" = 60'
0 30 60 120
N
.
NORTH CAROLINA LANDSCAPE ARCHITECTS CERTIFICATION
CHAD D. CARTER, RLA, ASLA 2185 DATE
I, CHAD D. CARTER, RLA, ASLA, HEREBY CERTIFY THAT I AM A
LANDSCAPE ARCHITECT IN THE STATE OF NORTH CAROLINA, THAT
THE LANDSCAPING INFORMATION SHOWN HEREON HAS BEEN
PREPARED UNDER MY SUPERVISION AND TO MY BEST KNOWLEDGE
AND BELIEF, REPRESENTS GOOD LANDSCAPING PRACTICES.
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FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
OUTPARCEL B
±1.18 AC
OUTPARCEL C
±1.15 AC
OUTPARCEL D
± 1.12 AC
EDGE OF PAVEMENT
FM
FM
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FM
FM
FM
ROAD ROW
20'
B
U
F
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E
R
20'
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U
F
F
E
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FUTURE MIXED-USE
DEVELOPMENT
20
'
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F
F
E
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TO
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M
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4
4
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TOWNHOME #17-20
MAIL
KIOSK
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PU
B
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Y
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A
S
E
M
E
N
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WHISKEY BRANCH DRIVE
PUBLIC UTILITY EASEMENT
50' PRIVATE R.O.W.
SE
A
F
O
R
T
H
D
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I
V
E
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PUBLIC U
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50' PRIVAT
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O
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W
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SE
A
F
O
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T
H
D
R
I
V
E
ITHACA STREET
42' PRIVATE R.O.W.
IT
H
A
C
A
S
T
R
E
E
T
IT
H
A
C
A
S
T
R
E
E
T
EL
B
A
L
A
N
E
HYDRA DRIVE HY
D
R
A
D
R
I
V
E
HY
D
R
A
D
R
I
V
E
CORINTH WAY CORINTH WAY
ELECTRI
C
A
V
E
N
U
E
42'
P
R
I
V
A
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W
.
50
'
P
R
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42'
P
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HY
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TOWNHOME #13-16
TO
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#
3
5
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3
9
TO
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N
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7
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1
2
BUILDING #5
19,460 S.F.
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
TOWNHOME #1- 6
BUFFER A
SEE INFO THIS SHEET
BUFFER A
SEE INFO THIS SHEET
BUFFER A
SEE INFO THIS SHEET
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
02/22/2024
2023047.00
L-002
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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
A.J.D.M.D.S.
LANDSCAPE
.
.
.
5/10/241.CLIENT REVIEW
.
\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-LSCAPE-C3D21-NC.dwg, May 10, 2024 - 1:07pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2024
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
L-002LAYER STATE:
SCALE: 1" = 60'
0 30 60 120
N
.
LANDSCAPE REQUIREMENTS
1. SECTION 5.4.3.B: ADDITIONAL REQUIREMENTS FOR BERMS AND FOR YARDS IN WHICH BUFFERS ARE REQUIRED
BUFFER SHALL BE REQUIRED ALONG ANY RESIDENTIAL BOUNDARY
TYPE A OPACITY BUFFER REQUIRED FOR MULTIFAMILY - R-15 ZONING DISTRICT
BUFFER SHALL BE EQUAL TO OR GREATER THAN 20' IN WIDTH
SECTION 62.1-4.1: ADDITIONAL SCREEN REQUIREMENTS:
PLANTED BUFFER STRIPS SHALL BE AT LEAST 6' IN HEIGHT AND GIVE APPROXIMATELY 100% VISUAL OPACITY
WITHIN ONE YEAR OF PLANTING. THREE ROWS OF PLANTED MATERIAL ARE REQUIRED
SEE BUFFERYARD TABLE THIS SHEET FOR BUFFER BREAKDOWN
BUFFER PROVIDED: THREE ROWS OF EVERGREEN TREES PLANTED AT 6' IN HEIGHT ALONG EASTERN PROPERTY LINE
PLANTINGS PROVIDED:
ILEX VOMITORIA - 155
ILLICUM ANISATUM - 161
MYRICA CERIFERA - 159
(PLANTINGS RECOMMENDED BY NEW HANOVER COUNTY TREE & LANDSCAPE MANUAL)
2. SECTION 5.4.5.B: ADDITIONAL LANDSCAPING REQUIREMENTS FOR PARKING LOTS
PARKING LOT PERIMETER:
A LANDSCAPE STRIP OF 10' SHALL BE PROVIDED ALONG THE PERIMETER OF PARKING LOTS
THE LANDSCAPE STRIP SHALL INCLUDE AT A MINIMUM ONE 3" CALIPER TREE EVERY 18' - 27'
THE PARKING LOT ADJACENT TO "FUTURE MIXED-USE DEVELOPMENT HAS EXISTING VEGETATION TO SATISFY
PARKING LOT PERIMETER REQUIREMENTS
PARKING LOT INTERIOR:
INTERIOR LANDSCAPING SHALL BE EQUAL TO 8% OF THE TOTAL AREA USED FOR PARKING, LOADING AREAS,
DRIVEWAYS, AND INTERNAL DRIVE AISLES
TOTAL AREA (PARKING, LOADING, DRIVEWAYS, INTERNAL DRIVE AISLES): 157,997 S.F.
TOTAL INTERIOR PARKING AREA: 12,677 S.F.
TOTAL PERCENTAGE: 12,677 / 157,997 = 8.03%
THERE SHALL BE ONE PLANTED OR EXISTING TREE PER ISLAND WITH AN APPROPRIATE GROUNDCOVER
3. SECTION 5.4.6.C: STREET YARD LANDSCAPING
FOR EVERY 600 S.F. OF STREET YARD AREA, THE STREET YARD SHALL CONTAIN A) ONE CANOPY (3" CAL) OR 3
UNDERSTORY (6' HEIGHT) WHEN OVERHEAD ELECTRIC IS PRESENT AND B) SIX SHRUBS (12" HEIGHT)
B-2 NEIGHBORHOOD CLASSIFICATION
B-2 STREET YARD FACTOR: 25
SEE STREET YARD TABLE THIS SHEET FOR CALCULATION BREAKDOWNS
NOTE: SECONDARY STREET FRONTAGES SHALL CONTAIN 1/2 THE REQUIRED LANDSCAPING
NOTE: IF OVERHEAD ELECTRIC IS PRESENT, THREE UNDERSTORY TREES SHALL BE USED FOR ONE CANOPY TREE
4. SECTION 5.4.7: FOUNDATION PLANTINGS
FOR EVERY BUILDING ADJACENT TO PARKING FACILITIES SHALL BE PLANTED BETWEEN THE BUILDING AND PARKING
AREAS. THE MINIMUM OF 12% OF THE BUILDING FACE SHALL BE PLANTED IN THESE AREAS
NOTE: SEE FOUNDATION PLANTINGS TABLE THIS SHEET FOR A BREAKDOWN OF PLANTINGS
5. SECTION 5.4.2-B: GENERAL STANDARDS
A MINIMUM OF 15 TREES OF ATLEAST TWO INCHES DBH, SHALL BE RETAINED OR PLANTED ON A PARCEL WHERE
DEVELOPMENT OCCURS FOR EACH ACRE
TOTAL AREA DISTURBED: 16.01 ACRES
TREES REQUIRED OVERALL: 16.01 X 15 = 241 TREES REQUIRED
TOTAL TREES PROVIDED: 405 PRESERVED TREES + 1 EXTRA STREET TREE = 406 (165 EXTRA TREES)
INTERIOR PARKING LOT LANDSCAPING
PARKING LOT PERIMETER
RESIDENTIAL BUFFER
LEGEND
FOUNDATION PLANTINGS
STREET YARD BUFFER
PROVIDEDx REQUIRED UNIT CODE REQUIRED
NORTH
STREET
1 TREE & 6 SHRUBS / 600 SF
CODE REQUIREMENTS SITE BREAKDOWN
STREET YARD REQUIREMENTS (SECTION 5.4.6.C)
607.11' (FRONTAGE) - 35' (D.L.)
ELECTRIC AVE
= 572.11'572.11' X 25 = 14,302.75 SF 14,302.75 / 600 = 24 TREES 24 TREES
EAST 643.50' (FRONTAGE) - 500' (E.F.)
S COLLEGE RD
= 143.50'143.50 X 25 = 3,587.5 SF
SOUTH 801.45' (FRONTAGE) - 35' (D.L.)
WHISKEY BRANCH DR
= 766.45'17 TREES
TOTAL STREET TREES REQUIRED: 43
TOTAL STREET SHRUBS REQUIRED: 258
NOTE: D.L. = DRIVE LENGTH AT 35' (TYP.)
NOTE: STREET YARD FACTOR FOR B-2 ZONE IS 25
TOTAL STREET TREES PROVIDED: 50
14,302.75 / 600 = 24 x 6 = 144 SHRUBS
1 TREE & 6 SHRUBS / 1,200 SF
171 SHRUBS
3,587.5 / 1,200 = 3 TREES
3,587.5 / 1,200 = 2.98 x 6 = 18 SHRUBS
1 TREE & 6 SHRUBS / 1,200 SF 766.45 X 25 = 19,161.25 SF 19,161.25 / 1,200 = 16 TREES
19,161.25 / 1,200 = 16 x 6 = 96 SHRUBS
TOTAL STREET SHRUBS PROVIDED: 287
BUFFER LENGTH LANDSCAPING PROVIDED
TO RESIDENTIAL
BUFFER
MIN 20' WIDTH
CODE REQUIREMENTS BUFFER WIDTH
BUFFERYARD REQUIREMENTS (SECTION 5.4.3.B)
BUFFER A
884.73' LF BUFFER THREE STAGGERED ROWS
PLANTING PROVIDED:
143 ILEX VOMITORIA
149 ILLICUM ANISATUM
146 MYRICA CERIFERA
OF SMALL EVERGREEN TREES3 ROWS PLANTING MATERIAL
20' WIDTH PROVIDED
TOTAL PLANTINGS PROVIDED: 475
PROVIDEDx REQUIRED UNIT CODE REQUIRED
NORTH
BUILDING #
12% OF BUILDING FACE
CODE REQUIREMENTS BUILDING FACE BREAKDOWN
FOUNDATION PLANTING REQUIREMENTS (SECTION 5.4.7)
230' B.L. X 54 B.H.
BUILDING 1
= 12,420 SF 12,420 X .12 = 1,490.4 SF 1,490.4 SF PLANTING AREA 1,845.97 SF
BUILDING 2
BUILDING 3
TOTAL FOUNDATION AREA REQUIRED: 14,559.2 SF
NOTE: BUILDING WIDTH = 80' (TYP.)
NOTE: BUILDING LENGTH DEPENDANT ON BUILDING (TYP.)
TOTAL FOUNDATION AREA PROVIDED: 18,355.98 SF
1,052.21 SFEAST12% OF BUILDING FACE 80' B.L. X 54 B.H. = 4,320 SF 4,320 X .12 = 518.4 SF 518.4 SF PLANTING AREA
WEST 12% OF BUILDING FACE 210' B.L. X 55 B.H. = 11,550 SF 11,550 X .12 = 1,386 SF 1,386 SF PLANTING AREA 1,502.75 SF
577.03 SFSOUTH12% OF BUILDING FACE 80' B.L. X 55 B.H. = 4,400 SF 4,400 X .12 = 528 SF 528 SF PLANTING AREA
12% OF BUILDING FACE 210' B.L. X 54 B.H. = 11,340 SF 11,340 X .12 = 1,360.8 SF 1,360.8 SF PLANTING AREA 2,116.24 SF
988.09 SF12% OF BUILDING FACE 80' B.L. X 54 B.H. = 4,320 SF 4,320 X .12 = 518.4 SF 518.4 SF PLANTING AREA
SOUTH
EAST
NORTH 12% OF BUILDING FACE 80' B.L. X 55 B.H. = 4,400 SF 4,400 X .12 = 528 SF 528 SF PLANTING AREA 431.39 SF
BUILDING 4
12% OF BUILDING FACE 210' B.L. X 54 B.H. = 11,340 SF 11,340 X .12 = 1,360.8 SF 1,360.8 SF PLANTING AREA 1,426.07 SF
536.54 SF12% OF BUILDING FACE 80' B.L. X 54 B.H. = 4,320 SF 4,320 X .12 = 518.4 SF 518.4 SF PLANTING AREA
WEST
SOUTH
12% OF BUILDING FACE 210' B.L. X 54 B.H. = 11,340 SF 11,340 X .12 = 1,360.8 SF 1,360.8 SF PLANTING AREA 1,397.79 SFEAST
BUILDING 5
12% OF BUILDING FACE 80' B.L. X 43.5 B.H. = 3,480 SF 3,480 X .12 = 417.6 SF 417.6 SF PLANTING AREA 495.75 SF
1,507.45 SF12% OF BUILDING FACE 230' B.L. X 43.5 B.H. = 10,005 SF 10,005 X .12 = 1,200.6 SF 1,200.6 SF PLANTING AREA
WEST
NORTH
12% OF BUILDING FACE 80' B.L. X 43.5 B.H. = 3,480 SF 3,480 X .12 = 417.6 SF 417.6 SF PLANTING AREA 490.23 SFEAST
BUILDING 6
12% OF BUILDING FACE 80' B.L. X 43.5 B.H. = 3,480 SF 3,480 X .12 = 417.6 SF 417.6 SF PLANTING AREA 627.48 SF
566.19 SF12% OF BUILDING FACE 85' B.L. X 43.5 B.H. = 3,697.5 SF 3,697.5 X .12 = 443.7 SF 443.7 SF PLANTING AREA
NORTH
EAST
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NOTE: B.H. = BUILDING HEIGHT AS INDICATED (TYP.)
(SECONDARY STREET)
(SECONDARY STREET)
REQUIREMENTS
97 SHRUBS
E.F. = EXISTING VEGETATION SHOWN ON FUTURE MIXED-USE DEVELOPMENT TO SATISFY BUFFER
1,056.52 SFSOUTH12% OF BUILDING FACE 100' B.L. (PARKING) X 54 B.H. = 5,400 SF 5,400 X .12 = 648 SF 648 SF PLANTING AREA
725.40 SF12% OF BUILDING FACE 100' B.L. (PARKING) X 54 B.H. = 5,400 SF 5,400 X .12 = 648 SF 648 SF PLANTING AREANORTH
1,012.88 SF12% OF BUILDING FACE 152.5' B.L. X 43.5 B.H. = 6,634 SF 6,634 X .12 = 796.1 SF 796.1 SF PLANTING AREAWEST
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
L-101 L-102
L-103 L-104
** = UNDERSTORY TREES PLACED AT A RATE OF 3 UNDERSTORY TO 1 CANOPY
** 9 TREES
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±1.18 AC
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TOWNHOME #1- 6
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
02/22/2024
2023047.00
L-101
1" = 30'
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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
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\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-LSCAPE-C3D21-NC.dwg, May 10, 2024 - 1:08pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2024
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
L-101LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
Do Not Explode - Select Scale
ACER RUBRUM
LANDSCAPE LEGEND
BETULA NIGRA
QUERCUS PHELLOS
AJUGA REPTANS
HYPERICUM CALYCINUM
JUNIPERUS HORIZONTALIS
CEPHALANTHUS OCCIDENTALIS
CLETHRA ALNIFOLIA
FOTHERGILLA GARDENII
ILEX GLABRA 'SHAMROCK'
ILEX VERTICILLATA
CALLICARPA AMERIANA
CANOPY TREES
GROUNDCOVERS
SHRUBS
GINKGO BILOBA
ILEX VOMITORIA
QUERCUS ALBA
LORIOPE MUSCARI
NYSSA SYLVATICA
BUFFER TREES
ILLICUM ANISATUM
MYRICA CERIFERA
FAGUS GRANDIFOLIA
JUNIPERUS CONFERTA
QUERCUS FALCATA
AMELANCHIER ARBOREA
UNDERSTORY TREES
CERCIS CANADENSIS
ILEX OPACA
PANICUM VIRGATUM
SCHIZACHYRIUM SCOPARIUM
MUHLENBERGIA CAPILLARIS
GRASSES
ITEA VIRGINICA
VIBURNUM DENTATUM
VIBURNUM NUDUM
SANTOLINA CHAMAECYPARISSUS
VACCINIUM CRASSIFOLIUM
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
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22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
21
21
21
2121
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
21
20
20
20
20
20
20
20
20
19
19
19
19
EXISTING 10'
UTILITY EASEMENT
OPEN
SPACE
CARRIAGE
UNITS - 6
20'
B
U
F
F
E
R
12
14
14
13
3
3
20'
B
U
F
F
E
R
FENCE
MAIL
KIOSK
2
8
27
27
28
28
2
8
29
29
29
29
29
29
29
2929
29
28
2
8
28
28
2
7
28
28
29
29
28
28
28
28
28
2
8
28
TO
W
N
H
O
M
E
#
4
4
-
4
9
TO
W
N
H
O
M
E
#
4
0
-
4
3
48"x48"-YA
R
D
48"x48"-YARD
48"x48"-YARD
48"x48"-
Y
A
R
D
48"x48"-YARD
48"x48"-YAR
D
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
BU
L
L
I
T
T
L
A
N
E
(5
0
'
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
)
50'
P
R
I
V
A
T
E
R
.
O
.
W
.
PU
B
L
I
C
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
W
H
I
S
K
E
Y
B
R
A
N
C
H
D
R
I
V
E
W
H
I
S
K
E
Y
B
R
A
N
C
H
D
R
I
V
E
55'
P
U
B
L
I
C
R
.
O
.
W
.
W
E
Y
B
R
I
D
G
E
L
A
N
E
IT
H
A
C
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T
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E
E
T
IT
H
A
C
A
S
T
R
E
E
T
HY
D
R
A
D
R
I
V
E
42'
P
R
I
V
A
T
E
R
.
O
.
W
.
42'
P
R
I
V
A
T
E
R
.
O
.
W
.
TO
W
N
H
O
M
E
#
3
5
-
3
9
TO
W
N
H
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M
E
#
7
-
1
2
FF
-
2
9
.
7
0
'
(D
O
O
R
)
FF
-
2
9
.
7
0
'
(D
O
O
R
)
FF
-
2
9
.
7
0
'
(D
O
O
R
)
FF
-
2
9
.
7
0
'
(D
O
O
R
)
FF
-
2
9
.
7
0
'
(D
O
O
R
)
FF
-
2
9
.
7
5
'
(D
O
O
R
)
FF
-
2
9
.
3
5
'
(D
O
O
R
)
FF
-
2
9
.
6
0
'
(D
O
O
R
)
FF
-
2
9
.
6
0
'
(D
O
O
R
)
FF
-
2
9
.
6
0
'
(D
O
O
R
)
FF
-
2
9
.
6
0
'
(D
O
O
R
)
FF
-
2
9
.
6
0
'
(D
O
O
R
)
FF
-
2
9
.
6
0
'
(D
O
O
R
)
FF
-
2
9
.
7
5
'
(D
O
O
R
)
FF
-
2
9
.
7
5
'
(D
O
O
R
)
FF
-
2
9
.
7
5
'
(D
O
O
R
)
FF
-
2
9
.
7
5
'
(D
O
O
R
)
FF
-
2
9
.
3
5
'
(D
O
O
R
)
FF
-
2
9
.
3
5
'
(D
O
O
R
)
FF
-
2
8
.
2
5
'
FF
-
2
9
.
3
5
'
(D
O
O
R
)
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
02/22/2024
2023047.00
L-102
1" = 30'
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36
24x36
24x36
24x
3
6
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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
A.J.D.M.D.S.
LANDSCAPE PLAN
.
.
.
5/10/241.CLIENT REVIEW
.
\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-LSCAPE-C3D21-NC.dwg, May 10, 2024 - 1:09pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2024
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
L-102LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
Do Not Explode - Select Scale
ACER RUBRUM
LANDSCAPE LEGEND
BETULA NIGRA
QUERCUS PHELLOS
AJUGA REPTANS
HYPERICUM CALYCINUM
JUNIPERUS HORIZONTALIS
CEPHALANTHUS OCCIDENTALIS
CLETHRA ALNIFOLIA
FOTHERGILLA GARDENII
ILEX GLABRA 'SHAMROCK'
ILEX VERTICILLATA
CALLICARPA AMERIANA
CANOPY TREES
GROUNDCOVERS
SHRUBS
GINKGO BILOBA
ILEX VOMITORIA
QUERCUS ALBA
LORIOPE MUSCARI
NYSSA SYLVATICA
BUFFER TREES
ILLICUM ANISATUM
MYRICA CERIFERA
FAGUS GRANDIFOLIA
JUNIPERUS CONFERTA
QUERCUS FALCATA
AMELANCHIER ARBOREA
UNDERSTORY TREES
CERCIS CANADENSIS
ILEX OPACA
PANICUM VIRGATUM
SCHIZACHYRIUM SCOPARIUM
MUHLENBERGIA CAPILLARIS
GRASSES
ITEA VIRGINICA
VIBURNUM DENTATUM
VIBURNUM NUDUM
SANTOLINA CHAMAECYPARISSUS
VACCINIUM CRASSIFOLIUM
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
L-101 L-102
L-103 L-104
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
29
29
29
29
29
29
29
2828
28
28
28
28
28
28
28
28
28
28
28
28
28
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
272727
27
27
27 27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
26
26
26 26
26
26
26
26
26
2626
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26 26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
26
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
2525
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
2525
25
25 25
25
25
25
25
25
25
25
25
25
25
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24 24
24
24
24
24
24
24
24
24
24
24
23
2323
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
2222
22
22
22
2222
22
22
22
22
22
22
22
2221
21
21
21
21
21
21
21
21
21
21
21
21
21
21
20
20 20
2019
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OUTPARCEL D
± 1.12 AC
30' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
50' DISTRIBUTION LINE
EASEMENT-DUKE ENERGY
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
TREE LINE
POOL
PERGOLA
1111
11
12
13
13
9
11
16
10 10
6
11
11
11
7
10
10
10
FUTURE MIXED-USE
DEVELOPMENT
26
26
26
26
27
27
26
28
28
2
7
25
25
26
26
26
27
27
27
27
27
27
27
28
28
28
28
28
28
28
2727
27 27
2
7
27
27
27
2
7
27
27
27
2
6
25
25
26
26
25
26
25
25
27
26
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YA
R
D
48"x48"-YARD
48"x48"-YA
R
D
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-YA
R
D
SE
A
F
O
R
T
H
D
R
I
V
E
CORINTH WAY
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.
POOL
HOUSE
FF - 27.93'
FF - 29.64'
FF - 27.50'
FF - 28.60'
FF - 25.70'
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
02/22/2024
2023047.00
L-103
1" = 30'
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x3624x36
24x36
24x36
24x
3
6
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x36
24x
3
6
24x
3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x3
6
24x36
24x36
24x36
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
A
E
R
N
C
G
H
I
I
N
T
E
E
E
C
R
T
I
U
N G
R E
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
A.J.D.M.D.S.
LANDSCAPE PLAN
.
.
.
5/10/241.CLIENT REVIEW
.
\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-LSCAPE-C3D21-NC.dwg, May 10, 2024 - 1:11pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2024
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
L-103LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
Do Not Explode - Select Scale
ACER RUBRUM
LANDSCAPE LEGEND
BETULA NIGRA
QUERCUS PHELLOS
AJUGA REPTANS
HYPERICUM CALYCINUM
JUNIPERUS HORIZONTALIS
CEPHALANTHUS OCCIDENTALIS
CLETHRA ALNIFOLIA
FOTHERGILLA GARDENII
ILEX GLABRA 'SHAMROCK'
ILEX VERTICILLATA
CALLICARPA AMERIANA
CANOPY TREES
GROUNDCOVERS
SHRUBS
GINKGO BILOBA
ILEX VOMITORIA
QUERCUS ALBA
LORIOPE MUSCARI
NYSSA SYLVATICA
BUFFER TREES
ILLICUM ANISATUM
MYRICA CERIFERA
FAGUS GRANDIFOLIA
JUNIPERUS CONFERTA
QUERCUS FALCATA
AMELANCHIER ARBOREA
UNDERSTORY TREES
CERCIS CANADENSIS
ILEX OPACA
PANICUM VIRGATUM
SCHIZACHYRIUM SCOPARIUM
MUHLENBERGIA CAPILLARIS
GRASSES
ITEA VIRGINICA
VIBURNUM DENTATUM
VIBURNUM NUDUM
SANTOLINA CHAMAECYPARISSUS
VACCINIUM CRASSIFOLIUM
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
L-101 L-102
L-103 L-104
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
57
56 56
55
55
54
54
54
53
53
53
52
52
52
52
51
51
51
51
50
50
50
50
50
49
49
49
49
49
48
48
48
48
48
47
47
47
47
47
47
46
46
46
46
46
46
45
45
45
45
45
45
44
44
44
44
44
44
44
43
43
43
43
43
43
43
42
42
42
42
42
42
42
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FM
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FM
FM
FM
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FM
FM
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FM
FM
FM
FM
FM
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OPEN
SPACE
MAINTENANCE
& CAR WASH
WASTE &
RECYCLING
OPEN SPACE
20' SETBACK
12
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FENCE
FENCE
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48"x48"-YARD
48"x48"-YARD
48"x48"-YA
R
D
48"x48"-YARD
48"x48"-YARD
48"x48"-YARD
48"x48"-
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CO
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PUBLIC U
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50' PRIVAT
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CORINTH WAY
ELECTRI
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BUILDING #5
19,460 S.F.
BUILDING #4
17,930 S.F.
FF - 28.65'
FF - 26.07'
FF - 28.20'
CARRIAGE
UNITS - 6
CARRIAGE
UNITS - 6
FF - 28.75
FF - 28.66'
FF - 28.00'
EXISTING 10'
UTILITY EASEMENT
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
02/22/2024
2023047.00
L-104
1" = 30'
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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
A
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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
A.J.D.M.D.S.
LANDSCAPE PLAN
.
.
.
5/10/241.CLIENT REVIEW
.
\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-LSCAPE-C3D21-NC.dwg, May 10, 2024 - 1:12pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2024
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
L-104LAYER STATE:
0
SCALE: 1" = 30'
15 30 60
Do Not Explode - Select Scale
ACER RUBRUM
LANDSCAPE LEGEND
BETULA NIGRA
QUERCUS PHELLOS
AJUGA REPTANS
HYPERICUM CALYCINUM
JUNIPERUS HORIZONTALIS
CEPHALANTHUS OCCIDENTALIS
CLETHRA ALNIFOLIA
FOTHERGILLA GARDENII
ILEX GLABRA 'SHAMROCK'
ILEX VERTICILLATA
CALLICARPA AMERIANA
CANOPY TREES
GROUNDCOVERS
SHRUBS
GINKGO BILOBA
ILEX VOMITORIA
QUERCUS ALBA
LORIOPE MUSCARI
NYSSA SYLVATICA
BUFFER TREES
ILLICUM ANISATUM
MYRICA CERIFERA
FAGUS GRANDIFOLIA
JUNIPERUS CONFERTA
QUERCUS FALCATA
AMELANCHIER ARBOREA
UNDERSTORY TREES
CERCIS CANADENSIS
ILEX OPACA
PANICUM VIRGATUM
SCHIZACHYRIUM SCOPARIUM
MUHLENBERGIA CAPILLARIS
GRASSES
ITEA VIRGINICA
VIBURNUM DENTATUM
VIBURNUM NUDUM
SANTOLINA CHAMAECYPARISSUS
VACCINIUM CRASSIFOLIUM
SCALE: 1" = 500'
KEY MAP - NEXUS WHISKEY BRANCH
L-101 L-102
L-103 L-104
NEXUS
0 S COLLEGE ROAD
BRANCH
WILMINGTON, NC
NEW HANOVER COUNTY
WHISKEY
02/22/2024
2023047.00
L-201
AS SHOWN
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
A
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R
N
C
G
H
I
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N
T
E
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E
C
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N G
R E
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
A.J.D.M.D.S.
LANDSCAPE.
.
.
5/10/241.CLIENT REVIEW
.
\\bmgilm01\Cad\AutoCADCivil\Projects\2023\2023047\DWG\202304700-LSCAPE-C3D21-NC.dwg, May 10, 2024 - 1:13pm
2024-05-10
DRAWN BY:
DATE:
PROJECT NO.:
COPYRIGHT 2024
MARK DATE DESCRIPTION
ISSUE BLOCK
PROJECT TITLE
SHEET TITLE
SCALE:
SHEET
PROJ. MGR.:
L-201LAYER STATE:
24x36
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DETAILS & PLANT
LISTS
DECIDUOUS TREE PLANTING DETAIL
NO SCALE
UNDISTURBED SOIL
NOTE:
DO NOT HEAVILY PRUNE THE TREE
AT PLANTING. PRUNE ONLY
CROSSOVER LIMBS, CO-DOMINANT
LEADERS, AND BROKEN OR DEAD
BRANCHES. SOME INTERIOR
TWIGS AND LATERAL BRANCHES
MAY BE PRUNED; HOWEVER, DO
NOT REMOVE THE TERMINAL BUDS
OF BRANCHES THAT EXTEND TO
THE EDGE OF THE CROWN.
REMOVE TOP 1/3 OF BURLAP.
CUT & REMOVE ALL STRAPPING,
ROPES, AND WIRE CAGES.
SOIL MIXTURE - CONSISTING OF
1/4 HUMUS AND 3/4 TOPSOIL
FINISHED
GRADE
2"x2" WOODEN
STAKES. DRIVE
SECURELY INTO
GROUND. 3 PER
TREE.
CANVAS WEBBING OR
PLASTIC HORTICULTURAL
TAPE. DO NOT STRETCH.
MULCH - PLACE 3"
LAYER OF SPECIFIED
MULCH. DO NOT PLACE
IN CONTACT WITH TREE
TRUNK. KEEP MULCH
WEEDED AND REPLACE
AS NEEDED.
BMG NO. : L-01
SET ROOT BALL 2" ABOVE
GRADE. REMOVE EXCESS
SOIL ON TOP OF THE
BALL, JUST EXPOSING
THE ROOT FLARE.
EVERGREEN TREE PLANTING DETAIL
NO SCALE
SOIL MIXTURE - CONSISTING OF
1/4 HUMUS AND 3/4 TOPSOIL
MULCH - PLACE 3"
LAYER OF SPECIFIED
MULCH. DO NOT PLACE
IN CONTACT WITH TREE
TRUNK. KEEP MULCH
WEEDED AND REPLACE
AS NEEDED.
SET ROOT BALL 2" ABOVE
GRADE. REMOVE EXCESS
SOIL ON TOP OF THE
BALL, JUST EXPOSING
THE ROOT FLARE.
UNDISTURBED SOIL
REMOVE TOP 1/3 OF BURLAP.
CUT & REMOVE ALL STRAPPING,
ROPES, AND WIRE CAGES.
FINISHED
GRADE
CANVAS WEBBING OR
PLASTIC HORTICULTURAL
TAPE. DO NOT STRETCH.
2"x2" WOODEN
STAKES. DRIVE
SECURELY INTO
GROUND. 3 PER
TREE.
BMG NO. : L-02
SHRUB PLANTING DETAIL
NO SCALE
SET ROOT BALL 2" ABOVE
GRADE. REMOVE EXCESS
SOIL ON TOP OF THE
BALL, JUST EXPOSING
THE ROOT FLARE.
REMOVE TOP 1/3 OF BURLAP.
CUT & REMOVE ALL STRAPPING,
ROPES, AND WIRE CAGES. FOR
CONTAINER PLANTS, CUT
ROOTS ON FOUR (4) SIDES AND/
OR SPREAD OUT IN NEW SOIL
MIXTURE.
SOIL MIXTURE -
CONSISTING OF 1/4
HUMUS AND 3/4
TOPSOIL
UNDISTURBED SOIL
FINISHED
GRADE
MULCH - PLACE 3"
LAYER OF SPECIFIED
MULCH. DO NOT PLACE
IN CONTACT WITH
SHRUB TRUNK. KEEP
MULCH WEEDED AND
REPLACE AS NEEDED.
BMG NO. : L-03
NOTE:
PRIOR TO MULCHING. APPLY
APPROVED PRE-EMERGENT WEED
CONTROL ON ALL SHRUB BEDS.
1.QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH THE
CURRENT STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARDS FOR
NURSERY STOCK."
EVERGREEN TREES SHALL HAVE A FULL, WELL-BRANCHED, CONICAL FORM TYPICAL OF THE SPECIES.
ALL DECIDUOUS SHADE TREES SHALL BRANCH A MINIMUM OF 7'-0" ABOVE GROUND LEVEL. TREES SHALL BE
PLANTED AND STAKED IN ACCORDANCE WITH THE DETAIL SHOWN.
PLANT MATERIALS DELIVERED TO THE SITE IN UNCOVERED TRUCKS WILL BE REJECTED.
UNACCEPTABLE PLANT MATERIALS: MATERIALS WHICH HAVE DAMAGED OR CROOKED LEADERS, DEFORMED
GROWTH HABIT, ABRASIONS OF THE BARK, SUN SCALD, WINDBURN, DISFIGURING NOT COMPLETELY CALLUSED
WILL BE REJECTED. IN ADDITION, TREES HAVING THEIR CENTRAL LEADERS HEADED BACK WILL ALSO BE
REJECTED. PLANTS WITH LOOSE OR CRACKED ROOT BALL OR CONTAINERS WILL BE REJECTED.
2.ALL PLANTS SHALL BE PLANTED IN TOPSOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACKFILLING
PROGRESSES. NOTHING BUT SUITABLE TOPSOIL, FREE OF DRY SOD, STIFF CLAY, LITTER, STONES IN EXCESS OF
ONE (1) INCH DIAMETER, ETC. SHALL BE USED FOR PLANTING.
MULCH FOR PLANTING BEDS SHALL BE SHREDDED HARDWOOD BARK MULCH UNLESS OTHERWISE SPECIFIED ON
THE PLANS AND SHALL HAVE NO LEAVES, YOUNG GREEN GROWTH, BRANCHES, TWIGS, GREATER IN DIAMETER
OF ½", WEEDS, SHAVINGS OR FOREIGN MATERIAL SUCH AS STONES, ETC. SHALL BE MIXED WITH THE MULCH.
ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS WITH A LIGHTLY COMPACTED DEPTH
OF THREE (3) INCHES. ALL CONTAINER PLANTS ARE TO HAVE ROOTS CUT ON FOUR SIDES AND/ OR SPREAD OUT
IN NEW SOIL MIXTURE.
3.ALL AREAS NOT STABILIZED IN PAVING OR PLANT MATERIALS SHOULD BE SEEDED AND MULCHED. (SEE EROSION
& SEDIMENT CONTROL PLAN AND NOTES.)
4.LANDSCAPE BEDS NOT DEFINED BY CURBS, SIDEWALKS, WALLS OR OTHER STRUCTURES SHALL BE ENCLOSED
BY ALUMINUM EDGING UNLESS OTHERWISE INDICATED.
5.AREAS DISTURBED BY LANDSCAPE OPERATIONS SHALL BE GRADED TO MATCH EXISTING TOPSOIL AND SEED OR
SOD AS REQUIRED.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND MAY MAKE MINOR ADJUSTMENTS IN
SPACING AND/OR LOCATION OF PLANT MATERIALS. CONTRACTOR TO VERIFY "AS BUILT" LOCATION OF ALL
UTILITIES.
7.NO PLANT, EXCEPT GROUNDCOVERS, SHALL BE WITHIN THREE (3) FEET FROM SIDEWALKS.
8.NO TREE SHALL BE PLANTED CLOSER THAN TEN (10) FEET FROM ANY STRUCTURE OR BUILDING.
9.NO TREE SHALL BE PLANTED WITHIN TEN (10) FEET OF UNDERGROUND UTILITIES OR FIRE HYDRANTS.
10.ONLY TREES THAT REACH A HEIGHT AND SIZE AT MATURITY OF SMALL TO MEDIUM SHALL BE PLANTED UNDER
POWER LINES.
11.THE CONTRACTOR SHALL WATER ALL PLANTS THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD
AFTER PLANTING, AND THEN WEEKLY OR MORE OFTEN, IF NECESSARY, DURING THE FIRST GROWING SEASON,
UNLESS THE OWNER AGREES TO MAINTAIN AND WATER THEM.
12.TREES TO REMAIN ON-SITE SHALL BE PROTECTED WITH SNOW FENCE DURING CONSTRUCTION (SEE DETAIL).
SNOW FENCING TO BE MAINTAINED DURING CONSTRUCTION BY CONTRACTOR.
13.THE PLANTING PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULD ANY PLANT QUANTITY
DISCREPANCIES OCCUR.
14.NO SUBSTITUTIONS SHALL BE MADE WITHOUT APPROVAL OF THE OWNER AND/ OR THE LANDSCAPE ARCHITECT.
15.ALL NEW TREES SHALL BE GUARANTEED TO SURVIVE FOR ONE FULL YEAR AFTER INSTALLATION (FULL COST).
ALL STAKES AND GUYS SHALL BE REMOVED FROM TREES AND SITE AS EARLY AS THREE (3) MONTHS, BUT NO
LONGER THAN ONE (1) YEAR AFTER PLANTING.
GENERAL LANDSCAPE NOTES :
REMARKSSIZE
B&B
ROOT
10
QUANTITY
BETULA NIGRA
BOTANICAL NAME COMMON NAME
PARKING LOT PLANT LIST
RIVER BIRCH
63 CANOPY TREES, 5,139 GROUND COVER PLANTSTOTAL:
CANOPY TREES
FHV
B&B15NYSSA SYLVATICA BLACKGUM FHV
FHV
B&B17GINGKO BILOBA GINKGO FHV
B&B14QUERCUS PHELLOS WILLOW OAK FHV
3" CAL B&B7ACER RUBRUM RED MAPLE FHV
#3 CONT.52 JUNIPERUS HORIZONTALIS CREEPING JUNIPER
GROUND COVER
6' O.C.
#1 CONT.2,613 HYPERICUM CALYCINUM ST. JOHN'S WORT 18" O.C.
#1 CONT.1,134 AJUGA REPTANS BUGLEWEED 18" O.C.
3" CAL
3" CAL
3" CAL
3" CAL
#1 CONT.1,340 LORIOPE MUSCARI LIRIOPE 18" O.C.
REMARKSSIZE
B&B
ROOT
161
QUANTITY
ILLICUM ANISATUM
BOTANICAL NAME COMMON NAME
BUFFER YARD PLANT LIST
JAPANESE ANISE-TREE
475 SMALL EVERGREEN TREESTOTAL:
SMALL EVERGREEN TREES
FHV
B&B159MYRICA CERIFERA SOUTHERN WAXMYRTLE FHV
6' HGT.#5155ILEX VOMITORIA YAUPON HOLLY FHV
6' HGT.
6' HGT.
GROUND COVER PLANTING DETAIL
NO SCALE BMG NO. : L-04
NOTE:
PRIOR TO MULCHING. APPLY APPROVED PRE-EMERGENT WEED
CONTROL ON ALL PLANTING BEDS.
SPACING AS
SPECIFIED
UNDISTURBED SOIL
SOIL MIXTURE - CONSISTING OF
1/4 HUMUS AND 3/4 TOPSOIL
CONTAINER PLANTS:
CUT ROOTS ON FOUR (4) SIDES
AND/ OR SPREAD OUT IN NEW
SOIL MIXTURE.
MULCH
PLUGS:
PLANTS TO BE INSTALLED IN THE
SOIL MIXTURE AND NOT IN
MULCH LAYER ABOVE.
SITE MAINTENANCE MATRIX
RESOURCE AREA DESCRIPTION SPRING SUMMER FALL WINTER
TURF GRASSES
STREET TREES
PARKING LOT &
TURF GRASS AREAS ARE MAINTAINED LAWN LOCATED WITHIN THE
OPEN SPACE AND RIGHT OF WAY BORDERING THE CURBS AND
SIDEWALKS. THE LEVEL OF MAINTENANCE AT A MINIMUM REQUIRES
CUTTINGS DURING THE GROWING SEASON. THE CUTTING HEIGHT AND
FREQUENCY CAN VARY DEPENDING UPON THE QUALITY OF TURF
PREFERRED. AT A MINIMUM THE TURF SHOULD BE MAINTAINED AT A
MOWING AS NEEDED FOR DROUGHT
AND RAINFALL CONSIDERATIONS
REMOVE DEADWOOD AND LEAVES.
HEIGHT OF NO MORE THAN 4" - 6".
INDIVIDUAL STREET TREES, EVERGREEN AND SHRUB BED PLANTINGS
IN OPEN SPACE SHALL BE REMULCHED AS NEEDED WITH NO MORE
THAN A TOTAL OF 4" OF MULCH ACCUMULATION. MAINTAIN IN A LIVE
AND HEALTHY CONDITION INCLUDING ANY WEEDING, MULCHING,
WATERING, PRUNING, TREATMENT FOR INSECTS AND DISEASE, AS
NEEDED PER STANDARD HORTICULTURAL PRACTICES. PLANTS SHALL
BE MONITORED ANNUALLY BY A NURSERY PROFESSIONAL FOR
SPECIAL MAINTENANCE REQUIREMENTS. DEAD PLANTS SHALL BE
REPLACED AS ORIGINALLY SPECIFIED DURING THE APPROPRIATE
GROWING SEASON.
MID SPRING BEGIN MOWING AS
NEEDED
MOWING AS NEEDED UNTIL
LATE FALL
REMOVE AND DISPOSE OF
LEAF LITTER FROM TURFS
AREAS.
MULCH BEDS AND PLANTS AS
NEEDED, PRUNE, SHAPE, AND
MAINTAIN PER NURSERY
STANDARDS.
TREAT FOR INSECTS AND
DISEASE. WATER AS NEEDED
FOR DROUGHT CONDITIONS.
REMARKSSIZEROOTQUANTITYBOTANICAL NAME COMMON NAME
FOUNDATION PLANT LIST
357 GRASSES, 404 SHRUBSTOTAL:
#3 CONT.
SHRUBS
#3 CONT.35 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH
#3 CONT.51 CALLICARPA AMERICANA BEAUTYBERRY
#3 CONT.
15 ITEA VIRGINICA VIRGINIA SWEETSPIRE
#3 CONT.
#3 CONT.
57 ILEX VERTICILLATA WINTERBERRY
CONT.138 MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS
CONT.194 PANICUM VIRGATUM SWITCHGRASS
#3
#3
#3 CONT.17 VIBURNUM NUDUM SMOOTH WOTHEROD
#5 CONT.9 VIBURNUM DENTATUM ARROWWOOD VIBURNUM
102 ILEX GLABRA 'SHAMROCK'INKBERRY HOLLY
29 JUNIPERUS CONFERTA SHORE JUNIPER
#3 CONT.60 SANTOLINA CHAMAECYPARISSUS COTTON LAVENDER
GRASSES
CONT.25 SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM #3
#1 CONT.29 VACCINIUM CRASSIFOLIUM CREEPING BLUEBERRY
REMARKSSIZE
B&B
ROOT
17
QUANTITY
FAGUS GRANDIFOLIA
BOTANICAL NAME COMMON NAME
STREET YARD PLANT LIST
AMERICAN BEECH
41 CANOPY TREES, 9 UNDERSTORY TREES, 293 SHRUBSTOTAL:
CANOPY TREES
B&B24QUERCUS FALCATA SOUTHERN RED OAK FHV
#3 CONT.47 CLETHRA ALNIFOLIA SWEET PEPPERBUSH
SHRUBS
#3 CONT.52 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH
#3 CONT.45 CALLICARPA AMERICANA BEAUTYBERRY
3" CAL
3" CAL
#3 CONT.45 ITEA VIRGINICA VIRGINIA SWEETSPIRE
#3 CONT.45 FOTHERGILLA GARDENII DWARF FOTHERGILLA
#3 CONT.40 ILEX GLABRA 'SHAMROCK'INKBERRY HOLLY
FHV
B&B5AMELANCHIER ARBOREA DOWNY SERVICEBERRY
UNDERSOTRY TREES
B&B4CERCIS CANADENSIS EASTERN REDBUD FHV
1 1/2" CAL
1 1/2" CAL
FHV
#3 CONT.15 VIBURNUM NUDUM SMOOTH WOTHEROD
#5 CONT.4 VIBURNUM DENTATUM ARROWWOOD VIBURNUM