19257.PE Wrightsboro Commons Ph1 TRC 020222COVER SHEET
SITE PLAN
P-0.0
MARCH 2021
APPLICANT:
WRIGHTSBORO COMMONS PHASE I
BRC WRIGHTSBORO COMMONS, LLC
5826 SAMET DRIVE, SUITE 105
HIGH POINT, NC 27265
MAJOR SUBDIVISION PRELIMINARY PLAN
P-2.0
NEW HANOVER, NORTH CAROLINA
CASTLE HAYNE ROAD
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
Know what's below.
before you dig.Call
R
CONTACT THESE UTILITIES
NEW HANOVER COUNTY PLANNING DEPARTMENT
ATTN: KEN VAFIER
PH: 910-798-7165
PIEDMONT NATURAL GAS
ATTN: CARL PAQUET
PH: 910-350-2242
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CFPUA (WATER & SEWER)
PH: 910-332-6550
DUKE ENERGY PROGRESS
GENERAL PH: 800-452-2777
AT&T
ATTN: STEVE DAYVAULT
PH: 910-341-7664
SPECTRUM
GENERAL PH: 800-892-4357
BOUNDARY SURVEYSV-1
PREPARED BY:
PROJECT # 19257.PE
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
WRIGHTSBORO COMMONS PH I
SHEET NUMBER SHEET TITLE
PROJECT CONSULTANTS
SHEET INDEX
FEBRUARY 2022
SURVEYOR
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
JOSH TAYLOR, PLS (910-791-6707)
ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECT
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
CIVIL: TIM CLINKSCALES, PE (910-791-6707)
LANDSCAPE ARCHITECT:JIM CIRELLO, RLA (910-791-6707)
MAJOR SUBDIVISION PRELIMINARY PLAN
N O R T H CAROLIN
A
PR O F ESSION
ENGIN E E R
SEAL
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HY G. CL I N K S C ALES0 2 8 8 4 7
2/2/22
LANDSCAPE PLANP-3.0
VICINITY MAP
SCALE: 1" =1,000'
HORNE PL. DR.
N. KERR AVE.
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NORTH
PROPERTY OWNER
BRC WRIGHTSBORO COMMONS, LLC
WRIGHTSBORO COMMONS PARTNERS, LLC
5826 SAMET DRIVE, SUITE 105
HIGH POINT, NC 27265
APPLICANT
BRC WRIGHTSBORO COMMONS, LLC
5826 SAMET DRIVE, SUITE 105
HIGH POINT, NC 27265
SITE
RIVERSIDE DR
FEBRUARY 2022
TREE REMOVAL PLANP-4.0 & P-4.1
TRASH ENCLOSURE PLANS & ELEVATIONSC3.01
X
X
X
R03300-001-014-000
2535 CASTLE HAYNE ROAD
EDWIN ENNIS JR. ET AL
D.B. 5136, PG. 1331
(TRACT B)
R03300-001-060-000
2529 CASTLE HAYNE ROAD
EDWIN ENNIS JR. ET AL
D.B. 5183, PG. 277
(TRACT C)R03300-001-013-000
2525 CASTLE HAYNE ROAD
EDWIN ENNIS JR. ET AL
D.B. 5183, PG. 277
D.B. 1606, PG. 1406
4.39± ACRES
R03300-001-039-000
2545 CASTLE HAYNE ROAD
EDWIN ENNIS JR. ET AL
D.B. 1493, PG. 1768
D.B. 5183, PG. 2177
R03300-001-059-000
2539 CASTLE HAYNE ROAD
EDWIN ENNIS JR. ET AL
D.B. 5183, PG. 277
D.B. 2893, PG. 1237
2.84± ACRES
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534,683 S.F. ±
12.275 AC. ±
IPF
IPF
IPF
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IRF
IPF
IPF
IRF
IPF
IPF
PKF
PKF
SMH
RIM=30.58
INV(E)=23.34
INV(N)=23.31
SMH
RIM=31.12
INV(S)=22.54
INV(N)=22.58
SMH
RIM=30.25
INV(SE)=26.25
INV(S)=17.37
INV(N)=17.29
ARV
RIM=30.38
ARV
RIM=29.32SMH
RIM=29.06
INV=16.14
SMH
RIM=28.69
INV(W)=21.19
INV(N)=18.09
INV(S)=18.65
SMH
RIM=28.82
INV(N)=19.78
INV(E)=25.26
ARV
RIM=27.35
SMH
RIM=28.22
INV=13.66
ARV
RIM=26.32
15" CPP
24
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24" RCP
24
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24
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COMMERCIAL BUILDING
FFE=32.05
HEIGHT=16.0'
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HEIGHT=21.35'
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D.B. 9912, PG. 1307
R03315-004-012-000
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TRUSTEE ET AL
D.B. 6218, PG. 1534
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D.B. 4201, PG. 752
R03300-001-015-000
CLEARLY DEVELOPMENT INC.
D.B. 5813, PG. 201
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D.B. 5136, PG. 1331
(TRACT A)
R03300-001-051-000
ASSURED QUALITY HOLDINGS LLC.
D.B. 6130, PG. 1937
R03300-001-044-000
WRIGHTSBORO PLAZA
D.B. 1592, PG. 934
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MCDONALDS
BUILDING
COMMERCIAL BUILDI
N
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DB 2365 PG 374
GOOD CLOSURE
50' ACCESS EASEME
N
T
DB 1791 PG 928
50' ACCESS EASEME
N
T
EDWIN ENNIS JR. ET AL
D.B. 5183, PG. 277
(TRACT 2)
EDWIN ENNIS JR. ET AL
D.B. 5183, PG. 277
(TRACT 4)
EDWIN ENNIS JR. ET AL
D.B. 5183, PG. 277
(TRACT 3)
EDWIN ENNIS J
R
.
E
T
A
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D.B. 5183, PG. 2
7
7
10' SANITARY SEWER EASEMENT
D.B. 5813, PG. 1414
20' ACCESS UTILITY EASEMENT
D.B. 5849, PG. 1719
TOWER EASEMENT
D.B. 5849, PG. 1719
X X X X X X X
10
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ASPHALT
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ASPHALT DRIVE
AS
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INV=21.16
INV=21.45
INV=20.31
INV=20.15
12
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C
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2
4
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C
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SS
SS
SS
SS
SS
SS
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SS
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8"
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SS
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SS
SS
SS
SS
SS
SS
S
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8"
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LEASEHOLD PARCEL
267.06'
S 87°36'57" W
12
3
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1
8
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S 1
6
°
5
6
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2
1
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W
13
4
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9
8
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S 1
7
°
0
2
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5
9
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W
6.77'
N 86°33'32" W 464.65'
457.88' (TOTAL)
4
1
2
.
3
0
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N
1
9
°
5
7
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1
5
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W
100.48'
S 87°21'16" W
21
2
.
8
7
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N
0
8
°
1
4
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3
7
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W
99.59'
N 81°45'56" E
171.99'
N 81°47'45" E
N 81°45'33" E 5
5
0
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3
1
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16
7
.
4
7
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S
0
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2
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E
250.06'N 87°27'21" E
27
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9
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S
0
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S
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59.7'
81
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46
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34.6'
32.9'
48
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STORMWATER POND
IRS
IRS
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WOOD
BRIDGE
X X X X X
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WE
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WET
WET
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CI
RIM=27.75
INV=18.87
CI
RIM=27.20
INV=18.85
36" RCP
CI
RIM=27.00
INV=20.55
SS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS SS
INV=23.79
XXXXXXXXXXXX
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XX
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W
W
W
W
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INV=28.38
INV=27.00
INV=28.83
DI
RIM=30.26
INV=28.56
DMH
RIM=31.03
INV=
DI
RIM=
INV(W)=26.65
INV(N)=26.75
INV(S)=26.68
INV=26.84
DMH
RIM=31.05
DI
RIM=28.06
INV()=25.81
INV(S)=24.98
DMH
RIM=29.99
INV=
DI
RIM=27.02
INV=23.20
CI
RIM=30.16
INV=26.16
DI
RIM=25.91
INV(E)=22.42
INV(S)=21.93
INV(W)=21.50
CI
RIM=28.47
INV=
INV=21.95
INV=23.31
INV=24.25
CI
RIM=26.97
INV=
CI
RIM=27.22
INV=
DI
RIM=25.70
INV(E)=22.94
DI
RIM=25.61
INV(E)=22.17
INV(W)=22.11
INV(N)=22.11
DI
RIM=26.22
INV(SE)=23.11
INV()=23.09 DI
RIM=27.68
INV(NW)=24.35
DI
RIM=27.71
INV(E)=24.43
INV(S)=24.49
INV()=
INV=
DI
RIM=28.08
INV=25.06DI
RIM=25.98
INV=
INV=23.76
INV=24.00
CI
RIM=30.84
INV()=
INV()=
12" RCP
CI
RIM=30.34
INV=26.36
CI
RIM=30.34
INV=27.01
OAK 14
PEAR 14
PEAR 16
OAK 14
OAK 12
PNE 12
MAP 22
PNE 14PNE 20
MAP 10GUM 10
PNE 20
GUM 12
PNE 16
PNE 18
GUM 15
GUM 10OAK 18
GUM 16OAK 20
MAG 12
GUM 12
GUM 16
GUM 18GUM 20
GUM 16
MAP 16 GUM 24
GUM 22 GUM 22
OAK 4
OAK 24
TALW 22
OAK 20
CED 8
PNE 24
PALM 10
PALM 17
PALM 15
PALM 12
PALM 14
PALM 12
PALM 10
PALM 12
PNE 14
OAK 16
OAK 15
PNE 12GUM 18 CMRT 4,4,4,4
DEAD OAK
CMRT 4,4,4,4,4,4,4
CMRT 4,4,4,4,4
CMRT 4,4,4,4,4
CMRT 4,4,4,4,4CMRT 4,4,4,4
CMRT 4,4,4
CMRT 4,4,4,4
CMRT 4,4,4,4,4,4
CMRT 4
CMRT 4CMRT 4
CMRT 4
CMRT 6
CMRT 6
CMRT 4,4,4
CMRT 4,4
CMRT 4,4,4,4,4
CMRT 4,4,4
CMRT 4,4,4
CMRT 4,4
CMRT 4,4,4
CMRT 4,4,4,4
TALW 8
CHR 10
CHR 10CHR 10
CHR 8 CHR 20
AH 6
PALM 12
OAK 36
OAK 16
OAK 16
OAK 32
AH 12AH 10
PNE 16
OAK 12
OAK 12
OAK 12
OAK 12
OAK 24
PNE 12
MAG 8
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 12
GUM 12PNE 14
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18
MAG 10 MAG 18
MAG 14
GUM 10
GUM 12
MAG 10
GUM 18
GUM 14
MAG 10
PNE 14
GUM 16
OAK 12
GUM 16MAP 14
OAK 18
GUM 18
PNE 20
GUM 14
PNE 24
PNE 24
PNE 26
PNE 28
PEAR 8
PEAR 10
JAP MPL 6
JAP MPL 8
CMRT 6,6,6,6,6
BAY BRY 8
BAY BRY 6
BAY BRY 6
RVR BRCH 12
RVR BRCH 8
RVR BRCH 10
TALW 6 TALW 6
PEAR 6PEAR 4
BIRCH 8
CMRT 4,4,4,4
OAK 6
PNE 26
PNE 24
OAK 12
OAK 12
OAK 8
OAK 12
PEAR 12
PNE 16
BAY 6
PNE 14
PNE 16
PNE 14
PNE 14GUM 6
PNE 20PNE 20
PNE 18PNE 14
OAK 8PNE 16
PNE 20PNE 14
MAP 12GUM 12OAK 18
OAK 26MAP 12PNE 18
OAK 12
OAK 16
GUM 18MAG 8
GUM 20
GUM 20
GUM 22 OAK 20
CED 10
MYR 4
PEAR 16
PEAR 10
PEAR 8
GUM 8
PNE 20
OAK 21
PNE 16PNE 16OAK 28
PEAR 14
AH 6
PEAR 18
PNE 14GUM 22
GUM 14MAG 6
PNE 14PNE 22
PNE 24
AH 12
OAK 26
OAK 8
PNE 12OAK 8
PNE 22
PNE 18GUM 18
GUM 14GUM 20
OAK 12
PNE 12
GUM 12
PNE 12
GUM 18
GUM 24MAG 12
GUM 20
GUM 14
GUM 14
GUM 16
MAG 6MAG 8
GUM 20
PNE 12
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14PNE 14
PNE 14
PNE 14PNE 12
GUM 12PNE 14
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18MAG 10
MAG 18MAG 14
GUM 10GUM 10
GUM 22
GUM 12 GUM 14
OAK 28
GUM 10
GUM 18
GUM 16 OAK 12GUM 12
OAK 20
GUM 18
GUM 10
GUM 22
GUM 24
MAP 20MAP 18
MAP 16MAP 18
GUM 22
GUM 14GUM 12
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OAK 14OAK 14
OAK 16PNE 28 GUM 28
PNE 24
GUM 12
PNE 16
GUM 20
OAK 24
OAK 18
MAG 12MAG 10
OAK 20
PNE 24
PNE 28
MAG 6
GUM 12
GUM 12
X X
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SCALE: 1"=40'
LEGEND:
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
PK NAIL FOUND
PK NAIL SET
CONCRETE MONUMENT FOUND
LIGHT POLE
UTILITY POLE
GUY ANCHOR
TV RISER
TRANSFORMER
TELEPHONE RISER
WATER METER
WATER VALVE
FIRE HYDRANT
CLEAN-OUT
SANITARY SEWER MANHOLE
STORM DRAINAGE MANHOLE
MONITORING WELL
CURB INLET
DROP INLET
GAS METER
MAILBOX
TREES
TRAFFIC SIGNAL BOX
HVAC UNIT
ELECTRIC METER
CHAINLINK FENCE
RIGHT OF WAY
BOUNDARY LINE
ADJOINER LINE
SANITARY SEWER LINE
STORM DRAIN LINE
BUILDING SETBACK LINE
TR
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IPF
IRF
IRS
PKF
PKS
TV
0 40 80 120
SITE DATA:
PROJECT ADDRESS:2525, 2531/ 2539 & 2545 CASTLE HAYNE ROAD
PARCEL ID:R03300-001-059-000 (2531/ 2539)
R03300-001-039-000 (2545)
R03300-001-013-000 (2525)
CURRENT ZONING:B-2 (2531/ 2539); R-15 (2525 & 2545)
PROPOSED ZONING:UMXZ - COMMUNITY SCALE
PROPOSED USE:COMMERCIAL DISTRICT MIXED USE
PROJECT SITE AREA:± 12.30 ACRES (± 535,572 SF)
OWNER INFORMATION:BRC WRIGHTSBORO COMMONS, LLC
WRIGHTSBORO COMMONS PARTNERS, LLC
5826 SAMET DRIVE, SUITE 105
HIGH POINT, NC 27265
FLOOD INFORMATION:THIS PARCEL IS NOT LOCATED IN A FLOOD ZONE, AS
DETERMINED BY FEMA FLOOD PANEL 3720312900K, DATED
AUGUST 28, 2018
VICINITY MAP
SCALE: 1" =1,000'
NORTH
SITE
HORNE PL. DR
.
N. KERR AVE.
CA
S
T
L
E
H
A
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.
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.
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.
XXX
SSSSSS
12/11/19
1.THE SUBJECT PARCEL IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE AS INDICATED BY FEMA
FLOOD ZONE PANEL 3720312900K BEARING AN EFFECTIVE DATE OF 8/28, 2018.
2.UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE FIELD AND FROM
INFORMATION PROVIDED BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST.
THE APPROPRIATE UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND DISTURBING
ACTIVITIES.
3.HORIZONTAL DATUM (NAD 83, 2011) AND VERTICAL (NAVD88) DATUM WAS ESTABLISHED UTILIZING
A TOPCON HYPER-V GPS RECEIVER OPERATING IN VRS MODE WITH REPEAT OBSERVATIONS.
4.AREAS CALCULATED BY COORDINATES
CERTIFICATE OF ACCURACY AND MAPPING
I, JOSHUA W. TAYLOR, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS
RECORDED IN THE REFERENCES NOTED ON THIS DRAWING). THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWN AS DASHED LINES AS DRAWN FROM INFORMATION NOTED;
THAT THE RATIO OF PRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA (21 NCAC 56. 1600). THIS __11th__ DAY OF _DECEMBER_, A.D., _2019_.
I, JOSHUA W. TAYLOR, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL OR
PARCELS OF LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN EXISTING
STREET.
______________________________________________________
JOSHUA W. TAYLOR, PLS NO. L-5217
9 P
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OAK 4
OAK 24
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CMRT 4
CMRT 4
CMRT 6
CMRT 6
CHR 10
CHR 10
CHR 10
CHR 8
CHR 20
AH 10
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 12
GUM 12
PNE 14
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18MAG 10
MAG 18
MAG 14
GUM 10
GUM 12
OAK 12
GUM 16
MAP 14
OAK 18
PNE 20
GUM 14
PNE 24
PNE 24PNE 26
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PNE 26
PNE 24OAK 12
OAK 12
OAK 8
OAK 12
PNE 16
BAY 6
MYR 4
PNE 12OAK 8
GUM 18
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14PNE 14
PNE 14
PNE 14PNE 12
GUM 12
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18MAG 10
MAG 18MAG 14
GUM 22
GUM 12 GUM 14
OAK 28
GUM 10
GUM 18
GUM 16
OAK 12
GUM 12
OAK 20
GUM 18
GUM 10
OAK 14
OAK 14
OAK 16
PNE 28
GUM 28
PNE 24
GUM 12
GUM 20
OAK 24
OAK 18
OAK 20
PNE 24
PNE 28
W
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VICINITY MAP
SCALE: 1" =1,000'
NORTH
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N. KERR AVE.
CA
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SITE DATA:
PROJECT ADDRESS:2525, 2529, 2535, 2539, 2545 CASTLE HAYNE ROAD
PARCEL ID:R03300-001-059-000 (2539)
R03300-001-039-000 (2545)
R03300-001-013-000 (2525)
R03300-001-014-000 (2535)
R03300-001-060-000 (2529)
ZONING:UMXZ - COMMUNITY SCALE
PROPOSED USE:COMMERCIAL DISTRICT MIXED USE
PROJECT SITE AREA:± 12.30 ACRES (± 535,572 SF)
OWNER INFORMATION:BRC WRIGHTSBORO COMMONS, LLC
WRIGHTSBORO COMMONS PARTNERS, LLC
5826 SAMET DRIVE, SUITE 105
HIGH POINT, NC 27265
FLOOD INFORMATION:THIS PARCEL IS NOT LOCATED IN A FLOOD ZONE,
AS DETERMINED BY FEMA FLOOD PANEL
3720312900K, DATED AUGUST 28, 2018
DIMENSIONAL REQUIREMENTS (UMXZ):
MINIMUM LOT AREA: NONE
MINIMUM SETBACK FROM
RESIDENTIAL ZONING DISTRICTS:45' (FOR BUILDINGS OVER 35' IN HEIGHT)
MAXIMUM DISTANCE FROM ANY STREET:10'
MAXIMUM DENSITY MULTI-FAMILY:25 DU/AC
PROPOSED DENSITY:18.4 DU/AC (AT 226 UNITS)
MINIMUM BUFFER REQUIRED ADJACENT
TO RESIDENTIAL ZONING DISTRICTS:20'
MAXIMUM BUILDING HEIGHT:45'
PROPOSED BUILDING HEIGHT:45' MAX.
PARKING DATA:
PARKING REQUIRED:399 TOTAL
1.5 PER 1-BR UNIT 1.5 x 106 159
2 PER 2-BR+ UNIT 2 x 120 240
NEW SURFACE PARKING PROPOSED:392
NEW GARAGE PARKING PROPSED: 14
TOTAL NEW PARKING PROPOSED 406 (1.79 / unit)
SHARED EXISTING PARKING 94 (including new commercial building)
TOTAL PROVIDED PARKING 500
EXISTING BOUNDARYNEW PARCEL
BOUNDARY FOR LEASE
STORMWATER
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,
L
L
C
58
2
6
S
A
M
E
T
D
R
I
V
E
,
S
U
I
T
E
1
0
5
HI
G
H
P
O
I
N
T
,
N
C
2
7
2
6
5
N O R T H
0
SCALE:
50'100'150'
1" = 50'
STREET INTERCONNECTIVITY INDEX:
REQUIRED:1.4
INDEX PROVIDED:2.0
4 LINKS / 2 NODES
SITE LIGHTING:
·NEIGHBORHOOD STREET LIGHT MODELS AND LOCATIONS SHALL BE
DESIGNED BY DUKE ENERGY
·ALL SITE LIGHTING SHALL BE LOCATED, ANGLED, SHIELDED, AND/OR
LIMITED IN INTENSITY SO AS TO CASE NO DIRECT LIGHT UPON ADJACENT
PROPERTIES, SHALL MINIMIZE OFF-SITE BACKLIGHTING GLARE, AND
UP-LIGHTING. LIGHT POSTS SHALL BE NO TALLER THAN 12 FEET.
·LIGHTING FOOT CANDLES SHALL BE ZERO AT THE PROPERTY LINE
24'
6" STONE UNDER CURBING
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
SLOPES= 3:1
24" VERTICAL CURB OR AS OTHERWISE REQUIRED BY NCDOT
6"-B25.0B BASE
1.5"-SF9.5A SURFACE
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES -SEE PLAN
PARKING SPACE DRIVE AISLE
SLOPES= 3:1
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES - SEE PLAN
PARKING SPACE
UTILITY AND ACCESS EASMENTGUE EASEMENT
PROPOSED UNITS
APARTMENTS:226 UNITS
(3) 24-UNIT BUILDINGS
(4) 36-UNIT BUILDINGS
GUE & ACCESS
5.5'
RO
W
L
I
N
E
SLOPE
1/4" PER FT
8'24' DRIVE AISLE 2'
50' ROW
5.5'
SLOPE
1/4" PER FT
8'2'
RO
W
L
I
N
E
5' SIDEWALK
VARIES - SEE PLAN6" STONE UNDER CURBING6"-B25.0B BASE
3" S9.5B SURFACE
24" VERTICAL CURB OR AS OTHERWISE REQUIRED BY NCDOT
5' SIDEWALK
VARIES -SEE PLAN 2' STD. CURB & GUTTER
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING
SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
EXISTING
CELL
TOWER
CLUBHOUSE /
LEASING OFFICE
MULTI-USE PATH TO BE
PROVIDED WHEN
COMMERCIAL PARCELS
ARE REDEVELOPED
8' WIDE SIDEWALK ALONG
RIVERSIDE DR. ROW
FUTURE PHASE
·± 9,200 sf Commercial Building with
Retail/ Office/ Restaurant/ Personal
Services
·Possible multi-family lofts above the
commercial space and associated
surface parking
EXISTING DRIVEWAY
ACCESS TO REMAIN
EXISTING DRIVEWAY
ACCESS TO REMAIN
FUTURE PHASE
·Existing ± 6,700 sf Commercial Building which
may be retrofitted to accomodate future Retail/
Office/ Restaurant/ Personal Services
·Possible multi-family lofts above the
commercial space and associated surface
parking
EXISTING DRIVEWAY
ACCESS TO REMAIN
PROPOSED ACCESS AT
NEW RIGHT-OF-WAY
EXISTING DRIVEWAY EXISTING DRIVEWAY
FIRE HYDRANT (TYP.)
MAINTENANCE
BUILDING
OPEN SPACE:
REQUIRED:±1.85 AC (15%)
PROVIDED:±2.51 AC (20%)
OPEN SPACE BOUNDARY
OPEN SPACE
BOUNDARY
EXISTING McDONALD'S
ACCESS TO REMAIN
SURVEY NOTES:
1.THE SUBJECT PARCEL IS NOT LOCATED WITHIN A 100-YEAR FLOOD ZONE
AS INDICATED BY FEMA FLOOD ZONE PANEL 3720312900K BEARING AN
EFFECTIVE DATE OF 8/28, 2018.
2.UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE
FIELD AND FROM INFORMATION PROVIDED BY UTILITY COMPANIES.
ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. THE APPROPRIATE
UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND
DISTURBING ACTIVITIES.
3.HORIZONTAL DATUM (NAD 83, 2011) AND VERTICAL (NAVD88) DATUM WAS
ESTABLISHED UTILIZING A TOPCON HYPER-V GPS RECEIVER OPERATING
IN VRS MODE WITH REPEAT OBSERVATIONS.
4.AREAS CALCULATED BY COORDINATES
RIVERSIDE DRSITE
6' WOOD BUFFER FENCE
CURB CUT TO VEGETATED
BIO-INFILTRATION PARKING
LOT ISLAND
EXISTING DRIVEWAY
SLOPE
1/4" PER FT
SLOPE
1/4" PER FT
CROSSWALK STRIPING, TYP.
POOL
BUILDING
POOL
GARAGE / CARRIAGE
HOUSE UNITS, TYP.
PARKING FOR EXISTING
COMMERCIAL BUSINESSES
TRASH COMPACTOR
SEE SHEET C3.01 FOR DETAIL
STRIPED NO-PARKING SPACE
AND DEPRESSED CURB FOR
VEHICULAR ACCESS TO
EXISTING CELL TOWER
N O R T H CAROLIN
A
PR O FESSION
ENGIN E E R
SEAL
A
L
T
I
M
O
THY G. CL I N K S C ALES
0 2 8 8 4 7
2/2/22
OAK 14
OAK 14
OAK 4
OAK 24
CMRT 4
CMRT 4
CMRT 4
CMRT 6
CMRT 6
CHR 10
CHR 10
CHR 10
CHR 8
CHR 20
AH 10
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 12
GUM 12
PNE 14
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18MAG 10
MAG 18
MAG 14
GUM 10
GUM 12
OAK 12
GUM 16
MAP 14
OAK 18
PNE 20
GUM 14
PNE 24
PNE 24PNE 26
PNE 28
10' SANITARY
S
E
W
E
R
E
A
S
E
M
E
N
T
D.B. 5813, PG.
1
4
1
4
SS
SS
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
S
S
SS
267.06'
S 87°36'57" W
123
.
1
8
'
S 1
6
°
5
6
'
2
1
"
W
13
4
.
9
8
'
S 1
7
°
0
2
'
5
9
"
W
6.77'
N 86°33'
3
2
"
W
4
6
4
.
6
5
'
457.88' (
T
O
T
A
L
)
4
1
2
.
3
0
'
N
1
9
°
5
7
'
1
5
"
W
100.48'
S 87°21'16" W
21
2
.
8
7
'
N
0
8
°
1
4
'
3
7
"
W
99.59'
N 81°45'56" E
171.99'
N 81°47'45" E N 81°45'33" E 550.31'
16
7
.
4
7
'
S 0
2
°
2
9
'
1
0
"
E
250.06'
N 87°27'21" E
27
4
.
9
9
'
S 0
2
°
2
0
'
2
7
"
E
S 0
4
°
3
4
'
4
7
"
W
S 0
4
°
5
1
'
2
4
"
W
1
5
9
.
7
7
'
(
T
I
E
)
50
.
3
5
'
DITCH
30
'
B
U
I
L
D
I
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G
&
I
M
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O
V
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M
E
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SE
T
B
A
C
K
-
D
.
B
.
1
7
9
6
,
P
G
.
3
3
0
30.0'
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
OAK 6
PNE 26
PNE 24
OAK 12
OAK 12
OAK 8
OAK 12
PNE 16
BAY 6
MYR 4
PNE 12OAK 8
GUM 18
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14PNE 14
PNE 14
PNE 14PNE 12
GUM 12
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18MAG 10
MAG 18MAG 14
GUM 22
GUM 12 GUM 14
OAK 28
GUM 10
GUM 18
GUM 16 OAK 12
GUM 12
OAK 20
GUM 18
GUM 10
OAK 14
OAK 14
OAK 16PNE 28
GUM 28
PNE 24
GUM 12
GUM 20
OAK 24
OAK 18
OAK 20
PNE 24
PNE 28
W
W
W
W
W
W
WW
W
W
W
W
W
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
T
P
TP
TP
T
P
T
PT
P
TP
TP
T
P
TP
TP
ENNIS EDWIN I JR ETAL
R03300-001-040-000
DB 5136 PG 1331
ZONING: B-2
LAND USE: FAST FOOD
FIL
I
P
P
I
N
I
F
A
M
I
L
Y
L
T
D
P
T
N
R
P
R
0
3
3
0
0
-
0
0
1
-
0
5
6
-
0
0
0
DB
4
2
0
1
P
G
0
7
5
2
ZO
N
I
N
G
:
B
-
2
LA
N
D
U
S
E
:
C
O
M
M
E
R
C
I
A
L
ES
P
I
N
O
S
A
M
A
R
A
D
I
N
A
G
A
B
E
S
S
Y
L
R
0
3
3
1
5
-
0
0
4
-
0
2
0
-
0
0
0
DB
5
9
8
9
P
G
1
4
6
9
ZO
N
I
N
G
:
R
-
1
6
LA
N
D
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
MATZ ERI
C
J
B
E
T
T
Y
J
FAMILY T
R
U
S
T
R03315-
0
0
4
-
0
1
4
-
0
0
0
DB 5561
P
G
0
8
8
0
ZONING:
R
-
1
5LAND US
E
:
R
E
S
I
D
E
N
T
I
A
L
SULLIVAN
C
U
R
T
I
S
E
H
R
S
R03315-
0
0
4
-
0
1
2
-
0
0
0
DB 6149
P
G
2
5
3
1
ZONING:
R
-
1
5LAND US
E
:
R
E
S
I
D
E
N
T
I
A
L
SULLIVA
N
C
U
R
T
I
S
E
H
R
S
R03315-0
0
4
-
0
1
1
-
0
0
0
DB 9912 P
G
1
3
0
7
ZONING:
R
-
1
5
LAND US
E
:
V
A
C
A
N
T
HARKER
B
O
B
B
Y
D
S
Y
L
V
I
A
R03315-
0
0
4
-
0
1
0
-
0
0
0
DB 0938
P
G
0
8
3
3
ZONING:
R
-
1
5
LAND US
E
:
V
A
C
A
N
T
CLEARLY DEVELOPMENT
R03300-001-015-000
DB 5919 PG 0549
ZONING: R-15
LAND USE: VACANT
FLOORDRAIN
WE
T
WET
WET
BUILDING 7
FFE = 28.50
BUILDING 4
FFE = 28.40
BUILDING 3
FFE = 29.25
BU
I
L
D
I
N
G
6
FF
E
=
2
7
.
7
5
BU
I
L
D
I
N
G
5
FF
E
=
2
7
.
8
0
BU
I
L
D
I
N
G
2
FF
E
=
2
7
.
8
0
BU
I
L
D
I
N
G
1
FF
E
=
3
0
.
2
5
CLUBHOUSE
BU
I
L
D
I
N
G
8
BU
I
L
D
I
N
G
9
R0
3
3
0
0
-
0
0
1
-
1
3
1
-
0
0
0
ZO
N
I
N
G
:
R
-
1
5
LA
N
D
U
S
E
:
C
O
M
M
O
N
A
R
E
A
FI
R
E
FI
R
E
FIR
E
FIREFIREFIREFIRE
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FIR
E
FIREFIRE
FIRE
FIREFIRE
W
W
W
W
W
W
W
W
W
W
W W W W W
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FIR
E
FI
R
E
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 W W W W W W W W W W
FI
R
E
FIR
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FI
R
E
FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
SS
SS
SS
SS
SS
SS
SS
S
S
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
26
25
24
23
22
222324252627
15
1616
1717
1818
1919
2020
2121
2222
2323
2424
25
2626
202019191818171716161515141413131212
FIRE
FIRE
FIRE
FIRE
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP
TP
TP
TP
T
P
T
P
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP
TP
TP
TP
T
P
T
P
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP TP TP TP TP TP
20' BUFF
E
R
45' SETB
A
C
K
2
0
'
B
U
F
F
E
R
4
5
'
S
E
T
B
A
C
K
RIVERSIDE DRIVE
VARIABLE WIDTH PRIVATE R/W
CA
S
T
L
E
H
A
Y
N
E
R
O
A
D
10
0
'
P
U
B
L
I
C
R
/
W
10' SETBACK
10' SETBACK
STREET A
50' PRIVATE R/W
ST
R
E
E
T
A
50
'
P
R
I
V
A
T
E
R
/
W
1,620 sf FOUNDATION PLANTING
1,
3
8
8
s
f
F
O
U
N
D
A
T
I
O
N
P
L
A
N
T
I
N
G
1,
3
8
8
s
f
F
O
U
N
D
A
T
I
O
N
P
L
A
N
T
I
N
G
1,
3
8
8
s
f
F
O
U
N
D
A
T
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P
L
A
N
T
I
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1,
0
6
4
s
f
F
O
U
N
D
A
T
I
O
N
P
L
A
N
T
I
N
G
1,064 sf FOUNDATION PLANTING
1,020 sf FOUNDATION PLANTING
PR
E
L
I
M
I
N
A
R
Y
D
E
S
I
G
N
-
N
O
T
R
E
L
E
A
S
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
VICINITY MAP
SCALE: 1" =1,000'
NORTH
HORNE PL. DR.
N. KERR AVE.
CA
S
T
L
E
H
A
Y
N
E
R
D
.
HARNETT
A
V
E
.
BLU
E
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.
STORMWATER
MANAGEMENT
FACILITY
DA
T
E
:
SC
A
L
E
:
DE
S
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G
N
E
D
:
DR
A
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N
:
CH
E
C
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:
PEI JOB#:
CO
N
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A
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:
PR
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19257.PE
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L
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58
2
6
S
A
M
E
T
D
R
I
V
E
,
S
U
I
T
E
1
0
5
HI
G
H
P
O
I
N
T
,
N
C
2
7
2
6
5
N O R T H
0
SCALE:
50'100'150'
1" = 50'
BUFFER PLANTING DESIGN FOR AREAS
WHERE EXISTING VEGETATION DOES NOT
MEET COUNTY BUFFER REQUIREMENTS
OF 100% OPACITY TO 6' HEIGHT AFTER
ONE (1) YEAR
ALL PARCELS ADJACENT TO SUBJECT
PROPERTY ARE R-15 ZONING UNLESS
OTHERWISE NOTED
18' WIDE STREETYARD BUFFER LANDSCAPE
PER TABLE 5.4.6.B IN THE NEW HANOVER
COUNTY ORDINANCE.
PARKING LOT INTERIORS PLANTING CALCULATIONS:
ONE PLANTED OR EXISTING TREE SHALL BE REQUIRED FOR EVERY 144 SF OF TOTAL
INTERIOR LANDSCAPED AREA, WITH A MINIMUM OF ONE TREE IN EACH ISLAND
103,595 SF IMPERVIOUS SURFACE REQUIRES 8% INTERIOR SHADING
103,595 X 8% = 8,288 SF
CANOPY TREES
8,288 / 144 = 58 TREES REQUIRED
58 CANOPY TREES PROVIDED
BUFFERYARD NOTES:
1.TYPE A - OPTION 1 BUFFERYARD APPLIED
2.20' WIDTH
3.ALL SHRUBS TO BE A MINIMUM OF 36" HEIGHT AT TIME OF PLANTING.
4.ALL PLANTING WILL PROVIDE ONE HUNDRED (100) PERCENT OPACITY FROM GROUND
TO A HEIGHT OF 6' WITHIN (1) ONE YEAR OF PLANTING.
5.WHERE AMPLE VEGETATION EXISTS WITHIN BUFFFERYARD; NO PLANTINGS WILL BE
INSTALLED. WHERE EXISTING VEGETATION DOES NOT MEET CODE; ADDITIONAL
PLANTINGS WILL BE INSTALLED AS SHOWN.
6.WHERE NO FENCE IS PROPOSED, A MINIMUM OF THREE ROWS OF PLANTED MATERIAL
ARE PROVIDED
7.WHERE FENCE IS PROPOSED, TWO ROWS OF PLANTED MATERIAL ARE PROVIDED
TREE REMOVAL NOTES:
1.TREE SURVEY IS UNDERWAY AND WILL PROVIDED WHEN COMPLETE
2.ALL TREE REMOVAL AND MITIGATION SHALL MEET THE REQUIREMENTS OF THE NEW
HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE
3.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN
TREE PROTECTION FENCING.
LA
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2.
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1"
=
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0
'
JR
C
JR
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TG
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FOUNDATION PLANTING
REQUIRED PROVIDED
APARTMENT BUILDING 1
318 X 30 X 12% =1,458 SF 1,272 SF
APARTMENT BUILDING 2
344 X 30 X 12% =1,238 SF 1,376 SF
APARTMENT BUILDING 3
270 X 30 X 12% = 972 SF 1,215 SF
APARTMENT BUILDING 4
222 X 30 X 12% = 800 SF 1,215 SF
APARTMENT BUILDING 5
344 X 30 X 12% =1,238 SF 1,376 SF
APARTMENT BUILDING 6
344 X 30 X 12% =1,238 SF 1,376 SF
APARTMENT BUILDING 7
344 X 30 X 12% =1,238 SF 1,376 SF
CLUBHOUSE AMENITY
89 X 14 X 12% = 150 SF 356 SF
POOL HOUSE
103 X 14 X 12% = 176 SF 412 SF
EXISTING BOUNDARY
NEW PARCEL
BOUNDARY FOR LEASE
SITE DATA:
PROJECT ADDRESS:2525, 2531/ 2539, CASTLE HAYNE ROAD
PARCEL ID:R03300-001-059-000 (2539)
R03300-001-039-000 (2545)
R03300-001-013-000 (2525)
R03300-001-014-000 (2535)
R03300-001-060-000 (2529)
EXISTING ZONING:UMXZ - COMMUNITY SCALE
PROPOSED USE:COMMERCIAL DISTRICT MIXED USE
PROJECT SITE AREA:± 12.30 ACRES (± 535,572 SF)
OWNER INFORMATION:BRC WRIGHTSBORO COMMONS, LLC
WRIGHTSBORO COMMONS PARTNERS, LLC
5826 SAMET DRIVE, SUITE 105
HIGH POINT, NC 27265
FLOOD INFORMATION:THIS PARCEL IS NOT LOCATED IN A FLOOD ZONE,
AS DETERMINED BY FEMA FLOOD PANEL
3720312900K, DATED AUGUST 28, 2018
CAMA LAND USE CLASSIFICATION:URBAN
CANOPY TREES QTY BOTANICAL / COMMON NAME SIZE
35 QUERCUS VIRGINIANA
SOUTHERN LIVE OAK
10` - 12` H
49 ULMUS PARVIFOLIA `BOSQUE`
BOSQUE LACEBARK ELM
10` - 12` H
SMALL EVERGREEN TREES QTY BOTANICAL / COMMON NAME SIZE
56 ILEX VOMITORIA `UPRIGHT`
UPRIGHT YAUPON HOLLY
MALE AND FEMALE MIX
7`-8` H
74 MYRICA CERIFERA
WAX MYRTLE
4` HT
SHRUBS QTY BOTANICAL / COMMON NAME CONTAINER
844 ILEX VOMITORIA `NANA`
DWARF YAUPON
3 GAL
164 LIGUSTRUM JAPONICUM `EAST BAY`
EAST BAY PRIVET
7 GAL
333 PITTOSPORUM T. `VARIEGATA`
VARIEGATED MOCK ORANGE
7 GAL
PLANT SCHEDULE
STREET YARD:
REQUIRED PROVIDED
RIVERSIDE DRIVE
(820 LF - 98 LF DRIVEWAYS) * 18' = 12,996 SF 12,996 SF 12,996 SF
12,996 SF / 600 SF = 22
TREES 1 / 600 SF 22 TREES 22 TREES
SITE RIVERSIDE DR
6' WOOD FENCE AND DOUBLE ROW
OF SHRUB PLANTING FOR BUFFER
STREET TREES:
REQUIRED PROVIDED
STREET A - EAST / WEST LEG
NORTH SIDE (430 LF / 30' = 15 TREES)15 TREES 15 TREES
SOUTH SIDE (437 LF / 30' = 15 TREES)15 TREES 15 TREES
STREET A - NORTH / SOUTH LEG
EAST SIDE (413 LF / 30' = 14 TREES)14 TREES 14 TREES
WEST SIDE (473 LF / 30' = 16 TREES)16 TREES 16 TREES
N O R T H CAROLIN
A
PR O FESSION
ENGIN E E R
SEAL
A
L
T
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O
THY G. CL I N K S C ALES
0 2 8 8 4 7
2/2/22
RIVERSIDE DR.
VARIABLE WIDTH R/W (PRIVATE)
M.B. 53, PG. 346
U
S
1
1
7
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W
(
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OAK 14
PEAR 14PEAR 16
OAK 14
OAK 12
PNE 12
MAP 22
PNE 14
PNE 20
MAP 10GUM 10
PNE 20
GUM 12
PNE 16
PNE 18
GUM 15
GUM 10
OAK 18
GUM 16
OAK 20
MAG 12
GUM 12
GUM 16
GUM 18
GUM 20
GUM 16
MAP 16
GUM 24
GUM 22
GUM 22
OAK 4
OAK 24
TALW 22
OAK 20
CED 8
PNE 24
PALM 10
PALM 17
PALM 15
PALM 12PALM 14
PALM 12
PALM 10
PALM 12
PNE 14
OAK 16
OAK 15
PNE 12
GUM 18
CMRT 4,4,4,4
DEAD OAK
CMRT 4,4,4,4,
4
,
4
,
4
CMRT 4,4,4,4,
4
CMRT 4,4,4,4,
4
CMRT 4,4,4,4,4
CMRT 4,4,4,4
CMRT 4,4,4
CMRT 4,4,4,4CMRT 4,4,4,4,
4
,
4
CMRT 4
CMRT 4
CMRT 4
CMRT 4
CMRT 6
CMRT 6
CMRT 4,4,4
CMRT 4,4
CMRT 4,4,4,4,4
CMRT 4,4,4
CMRT 4,4,4
CMRT 4,4
CMRT 4,4,4
CMRT 4,4,4,4
TALW 8
CHR 10
CHR 10
CHR 10
CHR 8
CHR 20
AH 6
PALM 12 OAK 36
OAK 16
OAK 16
OAK 32
AH 12
AH 10
PNE 16
OAK 12
OAK 12
OAK 12
OAK 12
OAK 24
PNE 12
MAG 8
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 14
PNE 12
GUM 12
PNE 14
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18MAG 10
MAG 18
MAG 14
GUM 10
GUM 12
MAG 10
GUM 18
GUM 14
MAG 10
PNE 14
GUM 16
OAK 12
GUM 16
MAP 14
OAK 18
GUM 18
PNE 20
GUM 14
PNE 24
PNE 24PNE 26
PNE 28
PEAR 8PEAR 10
JAP MPL 6
JAP MPL 8
CMRT 6,6,6,6,6
BAY BRY 8
BAY BRY 6
BAY BRY 6
RVR BRCH 12
RVR BRCH 8
RVR BRCH 10
RED TIP 8-4"
TALW 6 TALW 6
PEAR 6PEAR 4
BIRCH 8
CMRT 4,4,4,4
GENERATOR
267.06'
S 87°36'57" W
12
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N 86°33'3
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457.88' (T
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41
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°
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100.48'
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21
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N
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8
°
1
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W
99.59'
N 81°45'56" E
171.99'
N 81°47'45" E N 81°45'33" E 550.31'
16
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S
0
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°
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E
250.06'
N 87°27'21" E
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2121
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1
9
1
8
1
7
OAK 6
PNE 26
PNE 24
OAK 12
OAK 12
OAK 8
OAK 12
PEAR 12
PNE 16
BAY 6
PNE 14
PNE 16
PNE 14
PNE 14GUM 6
PNE 20
PNE 20
PNE 18PNE 14
OAK 8
PNE 16
PNE 20
PNE 14
MAP 12GUM 12
OAK 18
OAK 26
MAP 12
PNE 18
OAK 12
OAK 16
GUM 18
MAG 8
GUM 20
GUM 20
GUM 22
OAK 20
CED 10
MYR 4
PEAR 16PEAR 10PEAR 8
GUM 8
PNE 20
OAK 21
PNE 16
PNE 16
OAK 28
PEAR 14
AH 6
PEAR 18
PNE 14
GUM 22
GUM 14MAG 6
PNE 14
PNE 22
PNE 24
AH 12
OAK 26
OAK 8
PNE 12OAK 8
PNE 22
PNE 18
GUM 18
GUM 14
GUM 20
OAK 12
PNE 12
GUM 12
PNE 12
GUM 18
GUM 24MAG 12
GUM 20
GUM 14
GUM 14
GUM 16
MAG 6MAG 8
GUM 20
PNE 12
GUM 10
GUM 10
PNE 14
PNE 14
PNE 14PNE 14
PNE 14
PNE 14PNE 12
GUM 12
PNE 14
PNE 12
PNE 12
MAG 20
MAG 24
MAG 18MAG 10
MAG 18MAG 14
GUM 10GUM 10
GUM 22
GUM 12 GUM 14
OAK 28
GUM 10
GUM 18
GUM 16
OAK 12
GUM 12
OAK 20
GUM 18
GUM 10
GUM 22
GUM 24
MAP 20MAP 18
MAP 16
MAP 18
GUM 22
GUM 14
GUM 12
GUM 18
OAK 14
OAK 14
OAK 16
PNE 28
GUM 28
PNE 24
GUM 12
PNE 16
GUM 20
OAK 24
OAK 18
MAG 12
MAG 10
OAK 20
PNE 24PNE 28
MAG 6
GUM 12
GUM 12
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
X X
X
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XX X
X
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XX X
XX
XX
X X
X
X X
X
X
XXX
X
XX
X XX
X
XX
XX
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X X X
X
X
XXX
XX
XX
X
XXX
XX
X X
X
XXX
X
X
X
X
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XX
X
X
X
X
XX X
XX XX XXX X
X
XX
XXXXX
X
XXX
XXX
XX
X
X
XXX
X
X
X
X
XXX
XX
X
XXX
XX
XX
X
X
X X X
X
XX
XX
X
X
X X
X
X XX
X
X
X
X
X
X
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X X X X X X
XX
XX
X
X
XX
XX
X
X
X XX
X
X
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TPTP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
T
P
T
P
TP
T
PTP
TP TP
TP
T
P
TP
TP
T
P
TP
TP
TP
TP
SITE DATA:
PROJECT ADDRESS:2525, 2531/ 2539 & 2545 CASTLE HAYNE ROAD
PARCEL ID:R03300-001-059-000 (2531/ 2539)
R03300-001-039-000 (2545)
R03300-001-013-000 (2525)
CURRENT ZONING:B-2 (2531/ 2539); R-15 (2525 & 2545)
PROPOSED ZONING:UMXZ - COMMUNITY SCALE
PROPOSED USE:COMMERCIAL DISTRICT MIXED USE
PROJECT SITE AREA:± 12.30 ACRES (± 535,572 SF)
OWNER INFORMATION:EDWIN ENNIS, JR.
WILMINGTON, NC 28401
FLOOD INFORMATION:THIS PARCEL IS NOT LOCATED IN A FLOOD ZONE,
AS DETERMINED BY FEMA FLOOD PANEL
3720312900K, DATED AUGUST 28, 2018
VICINITY MAP
SCALE: 1" =1,000'
NORTH
SITE
HORNE PL. DR
.
N. KERR AVE.
CA
S
T
L
E
H
A
Y
N
E
R
D
.
HARNETT
A
V
E
.
BLU
E
C
L
A
Y
R
D
.
TR
E
E
R
E
M
O
V
A
L
&
M
I
T
I
G
A
T
I
O
N
P
L
A
N
P-4.0
02
.
0
2
.
2
2
1"
=
5
0
'
JR
C
AR
A
TG
C
LEGEND:
TREE TO REMAIN
TREE TO BE REMOVED
OAK 24
PNE 10
MITIGATION NOTES
1.SIGNIFICANT TREES SHALL BE MITIGATED ACCORDING TO THE NEW HANOVER
COUNTY ORDINANCE.
TREES THAT REQUIRE MITIGATION INCLUDE:
ANY 24" DIAMETER OR LARGER CONIFER TREE
ANY 18" DIAMETER OR LARGER LONG LEAF PINE, POND CYPRESS, BALD CYPRESS
AND HARDWOOD TREE
ANY 8" DIAMETER OR LARGER FLOWERING TREE
2.SEE MITIGATION CALCULATIONS
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO
CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE
INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL
DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF
THE OUTERMOST BRANCHES.
3' MIN. STAKE
HEIGHT ABOVE
GRADE
DRIPLINE
PROTECTIVE
BARRIER
EXISTING TREE
02/02/22
TREE TO REMAIN, TYP.
TREE PROTECTION FENCING, TYP.
TREE TO REMOVE, TYP.
N O R T H
0
SCALE:
50'100'150'
1" = 50'
N O R T H CAROLIN
A
PR O FESSION
ENGIN E E R
SEAL
A
L
T
I
M
O
THY G. CL I N K S C ALES0 2 8 8 4 7
DA
T
E
:
SC
A
L
E
:
DE
S
I
G
N
E
D
:
DR
A
W
N
:
CH
E
C
K
E
D
:
PEI JOB#:
CO
N
C
E
P
T
U
A
L
L
A
Y
O
U
T
:
PR
E
L
I
M
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A
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A
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T
:
FI
N
A
L
D
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S
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N
:
RE
L
E
A
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D
F
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S
T
:
PR
O
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E
C
T
S
T
A
T
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S
RE
V
I
S
I
O
N
S
:
DR
A
W
I
N
G
I
N
F
O
R
M
A
T
I
O
N
SEAL
CL
I
E
N
T
I
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F
O
R
M
A
T
I
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N
:
12
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2
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(9
1
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)
7
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6
7
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(
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(
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#
:
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