HomeMy WebLinkAboutPreliminary Plan and Conceptual Master PlanHILTON BLUFFS
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.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
PLANNING
PH: 910-798-7165
ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKA
PH: 910-251-2810
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
GENERAL PH: 800-452-2777
AT&T
PH: 910-341-7664
SPECTRUM
PH: 800-892-4357
NEW HANOVER COUNTY
SHEET INDEX
MARCH 17, 2025
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
TRC RESUBMITTAL
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JEREMY BLAIR, PE (ENGINEERING)
ATTN: ALLISON ENGEBRETSON (LANDSCAPE
ARCHITECT/ LAND PLANNER)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JOSH TAYLOR, PLS
PROJECT # 23355.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
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
122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
HILTON BLUFFS
SHEET NUMBER SHEET TITLE
MASTER PLAN
SEPTEMBER 2024
DEVELOPER
PRELIMINARY PLAN / MAJOR SUBDIVISION
CASTLE HAYNE ROAD
EXISTING CONDITIONSEX-1
COPPER BUILDERS, LLC
1900 W MOREHEAD ST, STE 102
CHARLOTTE NC 28209
ATTN: WADE MILLER
COPPER BUILDERS, LLC
1900 W MOREHEAD ST, STE 102
CHARLOTTE NC 28209
VICINITY MAP
NOT TO SCALE
NORTH
140
SITE
HERMITAGE RD
SL
E
D
G
E
R
D
C
R
O
W
A
T
A
N
R
D
CAS
T
L
E
H
A
Y
N
E
R
D
M
C
D
O
U
G
A
L
D
D
R
PRIVATE
PRIVATE
GE
SITE PLANSC-2.0 - C-2.3
RESUBMITTAL MARCH 2025
24' DRIVE AISLE18' PARKING STALL 18' PARKING STALL
FINISHED GRADE
1.5'1.5'
6"6"
24" CURB
GUTTER
STD.ASPHALT
PAVEMENT
1.0% 1.0%
5' CONCRETE
SIDEWALK;
SEE PLAN FOR
LOCATIONS
APPLIES TO AMENITY PARKING
20' ON WAY OR 24' TWO WAY
DRIVEWAY1/4" PER FT
MODIFIED VALLEY CURB
1'
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
5'1'
1'1'
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.
SLOPES= 3:1
24' PRIVATE ROAD
1/2" PER FT1/4" PER FT
MODIFIED VALLEY CURB
1'
50' PRIVATE R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
7'12'5'1'
1'1'
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.
SLOPES= 3:1
VARIES
1/2" PER FT1/4" PER FT
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
VARIABLE WIDTH PRIVATE R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING1.5"-SF9.5A SURFACE
VARIES VARIES1'
1'1'
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.
5' WIDE SIDEWALK
VARIES 11'11'
6" STANDARD CURB
FOR MEDIAN
2'2'
DRIVEWAY
5' SIDEWALK; SEE
PLAN FOR
LOCATION
5'
SIDEWALK;
SEE PLAN
FOR
LOCATION
1/4" PER FT
11'
26' COLLECTOR ROAD
GEOGRID OR GRAVEL ROAD BASE
CONSTRUCTED TO HANDLE EMERGENCY
VEHICLES UP TO 86,000 LBS
SUBGRADE, MINIMAL COMPACTION
GEOTEXTILE FABRIC
NOTE: THE NEWLY CONSTRUCTED PORTION OF
SECONDARY ACCESS ROAD THROUGH WOODED
AREA COULD BE GEOGRID WITH GRAVEL
TOP WITH SOIL AND SOD TO MAKE
REINFORCED ROAD EDGE BLEND INTO
LANDSCAPE; MARKINGS TO INDICATE
ROAD LOCATION TO BE APPROVED BY
NHC FIRE MARSHAL'S OFFICE PRIOR TO
INSTALLATION
181
6
20
14
1
2
8
1
0
18
16141216181820
181614
1222201816141210
20
18
1614
1210
8
22 24 26
28
30
32 34
38363432 32 30 222426281216141210
6
8
6
6 4
6
88
86
6
8
4
6
86
8
10
10
6
18
18
16
14 20
14161820
2018
2422
18
18
18
20
8
16
16
18
22
24
2222
22
22
24 24
22
20
16
20
18
16
14
18
10
18
14
14
12
108642
1210
12
WE
T WET
WET
WET
WET
WET
WET
WET WET WET
WET
W
E
T
WE
T
WE
T
WE
T
WET
WET
WE
T
WE
T
W
E
T
WET
WET
WET
WET
WE
T
WET
WET WE
T
WET
WE
T
WET
WE
T
WET WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WET
WE
T
WET
WETWET
WE
T
WET
WE
T
WET
WET
WE
T
WE
T
WET
WET
W
E
T
WE
T
WET
WE
T
W
E
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WETWET
W
E
T
WET
W
E
T
WET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
W
E
T
WET
WE
T
WET
WET
WE
T
WE
T
WE
T
WE
T
W
E
T
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WE
T
WET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WETWET
WETWET
WE
T
WE
T
WET
WET
WET
WET
WE
T
WET
WET
WET WET WET
WET
WE
T
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WE
T
W
E
T
WE
T
WETWET
WET
WET
WE
T
WET
WET
WET
WETWET
WET
W
E
T
WET
WETWET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
W
E
T
WET
WET
WE
T
WET
WET
WE
T
W
E
T
WET
WET
WET
WET
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
W
E
T
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WET WET
WE
T
WET
WE
T
WE
T
WETWET
WET
WE
T
WET
WET
W
E
T
WET W
E
T
WET
WET
WE
T
WE
T WET
WET WET WET
WET
WE
T
WE
T
W
E
T
WE
T
WET
WE
T
WE
T
WE
T
W
E
T
WET
W
E
T
WE
T
WET
WET
WE
T
WET
W
E
T
W
E
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
W
E
T
WET
WE
T
WE
T
WET WET
WET
WET
WE
T
W
E
T
WET
WET
WET
WE
T
WET
W
E
T
WE
T
WET
WET
WET
WE
T
WE
T
WE
T
W
E
T
WET
W
E
T
W
E
T
WE
T
W
E
T
WE
T
W
E
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WE
T
WET
WET
W
E
T
WET
W
E
T
WET
WET
W
E
T
W
E
T
WE
T
WET
WE
T
WET
WET
WET
W
E
T
WE
T
WE
T
WETWET
W
E
T
WET
WET
WET
WE
T
WET
WE
T
W
E
T
WET
WET
WE
T
W
E
T
W
E
T
WET
WET
WE
T
W
E
T
W
E
T
W
E
T
W
E
T
WE
T
WE
T
WE
T
WET
WE
T
WE
T
WET
WET
WE
T
WET
WET WET
WET
WE
T
WET
WET
WE
T
WET
WET
WET WET
WET
WETWE
TWET
WE
T
WE
T
WE
T
WET
WET WET
WET
WET
WET
W
E
T
W
E
T
WE
T
WE
T
WE
T
WET
W
E
T
WET
WET
W
E
T
WET
WET
WE
T
WET
WET
WE
T
WE
T
WET WET
W
E
T
WE
T
WET
WET
W
E
T
WET
WE
T
WET WET WET WET
WETWET
WET WE
T
WET
W
E
T
WE
T
WE
T
WE
T
W
E
T
WE
T
WE
T
WET
WE
T
WET
WET
WET
WE
T
WET
WE
T
WET
WETWET
WET
WET
WET
WETWE
T
WET
WE
T
WE
T
W
E
T
WE
T
WE
T
WETWET
WET
WET
WET
WET
WETWETWET
W
E
T
WE
T
WE
T
WE
T
WET
WET
W
E
T
W
E
T
WET
WETWET
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WET
WE
T
W
E
T
WET
WET
W
E
T
WE
T
W
E
T
WET
WET
WET
WET
WE
T
WE
T
WETWET
WET
WET
WE
T
WET
WET
WET
WET
WET
WETWETWETWET
WET
WETWET
WET
WET
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WE
T
W
E
T
W
E
T
WET WET WET WET
WETWET
WET
WET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
W
E
T
WET
WE
T
WET
WET
WET WE
T
WET
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WE
T
WE
T
WE
T
WE
TWET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WE
T
WET
WET
WE
T
WE
T
WE
T
WET
WE
T
WET
WET
WE
T
WE
T
WE
T
WE
T WET
W
E
T
WE
T
WE
TWET
WE
T
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET WE
T
WE
T
WE
T
BOX CULVERT
NC
H
W
Y
.
1
3
3
-
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
PUB
L
I
C
R
/
W
V
A
R
I
E
S
60' R/W
(
A
S
S
U
M
E
D
)
MO
N
U
M
E
N
T
E
D
R
/
W
(
V
A
R
I
E
S
)
18' U
N
I
M
P
R
O
V
E
D
C
O
M
M
U
N
I
T
Y
R
O
A
D
30' DRA
I
N
A
G
E
E
A
S
E
M
E
N
T
20' DRAINAGE
EASEMENT
APPROXIMATE ACCESS &DRAINAGE EASEMENT AREA-GE TO SLEDGED.B. 806, PG. 729
1
2
34
56
7
8
9
10
11
1213
14
15
161719
PID: R01700-001-014-000
KEVIN A. HOMMES
JENNIFER ELISABETH HOMMES
D.B. 6252, PG. 1872
TRACT TWO
PID: R01700-002-014-000
D. WEBSTER TRASKREVOCABLE TRUST
D.B. 6026, PG. 2773
PID: R01700-001-001-000
NUCLEAR FUEL HOLDING CO., INC.
D.B. 6697, PG. 618
M.B. 74, PG. 255
PID: R01700-001-006-000
STEPHEN J. SZCZERBIAK
ISABELLE F. SZCZERBIAK
D.B. 6001, PG. 1395M.B. 63, PG. 122
PID: R01700-001-015-000
ROBERT PAYNE JR.
LAURIE PAYNE
D.B. 6456, PG. 677
M.B. 56, PG. 235
M.B. 56, PG. 301
PID: R00900-001-001-000
SJM HILTON, LLC
BFM HILTON, LLC
ESW HILTON, LLC
DSF HILTON, LLC
JFM HILTON, LLC
D.B. 6486, PG. 1782
PID: R00900-001-002-000
SJM HILTON, LLC
D.B. 6486, PG. 1782
PARCEL AREA
175,935,130.75 SF ±
4,038.98 AC. ±
1820
302622
18
L1
L2L3L4L5L6
S
0
1
°
1
9
'
2
7
"
E
10
3
7
.
3
2
'
L
7
L
8
L
9
L10
L
1
1
L
1
2
L13
L1
4
L15
L1
6
L17
L18
L19
L20
L21
L22
L23
L24
L25 L26
L
2
7
L2
8
L
2
9
L3
0
L31
L32
L33
L
3
4
L
3
5
C1
L3
6
L3
7
N 77°37'2
8
"
W
1448.90'
L38
N
4
5
°
2
1
'
4
7
"
W
3
1
4
3
.
5
7
'
N 5
9
°
3
2
'
5
6
"
W
43
1
2
.
3
6
'
S 87°29'46" W
2942.35'
132
9
.
0
2
'
S 2
9
°
3
9
'
2
7
"
W
3
0
2
5
.
9
5
(
T
O
T
A
L
)
169
6
.
9
3
'
L39
L
4
0
L4
1
L4
2
L
4
3
L44
L4
5
L46
L47
L48
L49
L50
S 65
°
3
5
'
2
5
"
E
143
1
.
1
7
'
L5
1
L52
R/W / ACCESS EASEMENT
D.B.6486, PG. 1782
ACCESS & DRAINAGE EASEMENTS
D.B.806, PG. 729
D.B.856, PG. 800
NCSR 2106 - MCDOUGALD DRIVE
60' PUBLIC R/W
M.B.19, PG. 5
SECOND TRACT
EXCEPTION FROM
D.B.806, PG. 460
30' DRAINAGE
EASEMENT
ADJOINER INFORMATION
A
PID: R01700-002-014-017
RU
N
O
F
B
R
O
A
D
W
A
T
E
R
B
R
A
N
C
H
A.
K
.
A
.
S
A
U
N
D
E
R
'
S
M
I
L
L
C
R
E
E
K
A.
K
.
A
.
S
A
N
D
E
R
'
S
M
I
L
L
C
R
E
E
K
RUN O
F
J
A
C
K
E
Y
'
S
C
R
E
E
K
A
P
P
R
O
X
I
M
A
T
E
B
A
N
K
O
F
N
O
R
T
H
E
A
S
T
C
A
P
E
F
E
A
R
R
I
V
E
R
PID
:
R
0
1
7
0
0
-
0
0
2
-
0
1
4
-
0
0
0
D.
W
E
B
S
T
E
R
T
R
A
S
K
R
E
V
O
C
A
B
L
E
T
R
U
S
T
D.B
.
6
0
2
6
,
P
G
.
2
7
7
3
PID: R01700-002-001-000KEVIN A. HOMMESJENNIFER ELISABETH HOMMESD.B. 6252, PG. 1872TRACT ONE
PID: R01700-002-002-000KEVIN A. HOMMESMARGARET HOMMESD.B. 6532, PG. 2588
PID
:
R
0
1
7
0
0
-
0
0
1
-
0
1
4
-
0
0
0
KE
V
I
N
A
.
H
O
M
M
E
S
JE
N
N
I
F
E
R
E
L
I
S
A
B
E
T
H
H
O
M
M
E
S
D.B
.
6
2
5
2
,
P
G
.
1
8
7
2
TR
A
C
T
T
W
O
AP
P
R
O
X
I
M
A
T
E
B
A
N
K
O
F
NO
R
T
H
E
A
S
T
C
A
P
E
F
E
A
R
R
I
V
E
R
A
B
C
D
F
G
I
J
K
L
PID: R01000-001-012-001
CHARLES EDWARD CROWELLSUSAN M. CROWELLD.B. 1066, PG. 429
PID: R01000-001-012-001CAROLINA REAL ESTATE TRUST CO.D.B. 48, PG. 31
APPROXIMATE BANK OF
NORTHEAST CAPE FEAR RIVER
PID: R01000-005-015-000
STATE OF NORTH CAROLINA.
D.B. 5235, PG. 2449
L32
L40
L50
L60
L70
L71
L75
L8
0
L8
5
L9
0
L95
L100
L105
L110
L1
1
5
L12
0
L12
5
L130
L135
L1
4
0
L1
4
5
L150
L155
L1
6
0
L16
5
L170
L175 L180
L185
L19
0
L195
L200
L205
L210
L2
1
5
L22
0
L22
5
L2
3
0
L2
3
5
L240
L24
5
L248
L2
4
9
L2
5
5
L260
L265
L2
7
0
L275
L2
8
0
L2
8
5
L29
0
L293
L2
9
4
L3
0
0
L31
0
L32
0
L330
L3
4
0
L3
5
0
L3
6
0
L370
L373
N 59
°
3
2
'
5
6
"
W
4,31
2
.
3
6
'
S 87°29'46" W
2,942.35'
1,32
9
.
0
2
'
S 29
°
3
9
'
2
7
"
W
3
,
0
2
5
.
9
5
'
(
T
O
T
A
L
)
1,69
6
.
9
3
'
L374
L3
7
5
L3
7
6
L37
7
L3
7
8
L379
L38
0
L381
N 58°5
5
'
1
7
"
E
608.52
'
L382
N 36
°
0
5
'
1
5
"
E
508
.
1
6
'
S 75°36'14
"
E
634.65'
S 65°
3
5
'
2
5
"
E
S 60
°
4
6
'
5
2
"
E
464.
1
5
'
L38
3
ADJOINER INFORMATION
A
PID: R01700-002-014-017
H
E
1,431.
1
7
'
R
U
N
O
F
B
R
O
A
D
W
A
T
E
R
B
R
A
N
C
H
MARA
T
H
O
N
A
V
E
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
18
16
17
PID: R01700-001-031-000
PAYTON ELEANOR WARING
DUNCAN M. WARING
D.B. 6598, PG. 766
M.B. 63, PG. 122
D.B. 856, PG. 801
D.B. 860, PG. 181
M.B. 19, PG. 5
D.B. 856, PG. 801
D.B. 860, PG. 181
M.B. 19, PG. 5
PID: R01700-001-004-007
D.B. 3882, PG. 442
LOTS 63A & 63B
PID: R01714-001-009-000
TIMOTHY L. COTTON
RUTH W. COTTON
D.B. 1407, PG. 1604
M.B. 28, PG. 33
LOT 63
PID: R01714-001-008-000
JAMES MICHAEL FISK, SR.
DENISE KEEN FISK
D.B. 5437, PG. 172
M.B. 28, PG. 33
LOT 61 & 62
PID: R01714-001-013-000
JONATHAN G. KOEHLI
D.B. 6196, PG. 368
M.B. 29, PG. 75
M.B. 30, PG. 162
LOT 60
PID: R01714-001-013-000
JONATHAN G. KOEHLI
D.B. 6196, PG. 368
M.B. 29, PG. 75
M.B. 30, PG. 162
LOT 59
PID: R01714-001-024-000
ROBERT LOUIS SOUTHERLAND JR.
D.B. 6243, PG. 272
M.B. 32, PG. 135
LOT 58
PID: R01714-001-023-000
RANDALL EARL MURPHY
D.B. 2965, PG. 247
M.B. 32, PG. 135
LOT 57
PID: R01714-001-022-000
WILLIAM L. RIDENOUR
D.B. 2921, PG. 264
M.B. 32, PG. 135
LOT 56R
PID: R01714-001-021-000
JAMES EASON
D.B. 2921, PG. 264
M.B. 32, PG. 135
LOT 55R
PID: R01714-001-036-000
DUANE V. SUTTON
D.B. 4385, PG. 555
M.B. 32, PG. 135
LOT 54
PID: R01714-001-035-000
LEAH M. MCLEAN
D.B. 5883, PG. 1605
M.B. 34, PG. 29
PID: R01714-001-034-000
ALVIN W. HELTON
JULIE G. HELTON
D.B. 5542, PG. 840
19
PIN: R00900-001-001-000
D.B. 6486, PG. 1782
SJM HILTON, LLC, ETAL
20
PID: R01700-001-015-000
GREGORY D NEHER
JUDY M NEHER
D.B. 1749, PG. 0583
PID: R01700-001-013-000
ROBERT W THOMAS JR
WENDY M THOMAS
D.B. 6397, PG. 735
PID: R01700-001-006-000
JENNIFER H SCHWARTZ
D.B. 6646, PG. 164
PID: R01700-001-005-000
TRACY MARIE PUGH
D.B. 6042, PG. 1783
ADJACENT PROPERTY OWNERS
LINE BEARING DISTANCE
L1 S 88°50'27" W 9.65'
L2 S 88°50'27" W 462.72'
L3 S 88°51'47" W 369.98'
L4 S 88°49'58" W 199.93'
L5 S 88°56'47" W 110.19'
L6 S 88°58'47" W 815.36'
L7 S 45°18'01" E 902.16'
L8 S 45°29'10" E 100.02'
L9 S 45°25'33" E 107.19'
L10 S 45°23'45" E 100.03'
L11 S 45°13'10" E 100.03'
L12 S 45°21'56" E 300.20'
L13 S 59°45'38" E 170.04'
L14 S 59°45'20" E 736.84'
L15 N 53°55'33" E 244.50'
L16 S 06°01'35" W 46.13'
L17 S 81°26'39" E 91.63'
L18 N 63°04'00" E 121.42'
L19 N 76°53'10" E 108.17'
L20 N 77°25'50" E 100.71'
L21 S 83°53'34" E 145.18'
L22 S 77°57'17" E 91.34'
L23 S 75°49'02" E 98.20'
L24 N 66°30'18" E 101.43'
L25 N 86°44'11" E 95.51'
L26 N 87°31'43" E 73.77'
L27 S 31°40'37" E 109.12'
L28 S 07°38'42" E 155.99'
L29 S 36°56'55" E 159.19'
L30 S 55°14'09" E 85.22'
L31 S 81°21'40" E 39.70'
L32 S 71°29'21" E 84.35'
L33 S 61°19'20" E 85.93'
L34 S 47°23'04" E 92.27'
L35 S 42°41'34" E 88.00'
L36 N 59°11'37" W 121.18'
L37 N 59°11'37" W 240.63'
L38 N 59°27'06" W 912.18'
L39 N 71°19'14" W 120.43'
L40 N 40°22'27" W 97.33'
L41 N 50°17'30" W 83.57'
L42 N 03°38'06" E 94.11'
L43 N 27°04'20" W 204.15'
L44 N 34°02'06" E 362.85'
L45 N 24°47'05" E 378.50'
L46 N 37°21'43" E 359.22'
L47 N 58°55'17" E 608.52'
L48 N 46°19'20" E 329.87'
L49 N 36°05'15" E 508.16'
L50 S 75°36'14" E 634.65'
L51 S 60°46'52" E 464.15'
L52 S 29°13'08" W 74.45'
CURVE RADIUS ARC LENGTH DELTA CHORD LENGTH CHORD BEARING
C1 1971.97'118.20'3°26'04"118.18'S 29°50'33" W
ADJOINER INFORMATION
A
PID: R01700-002-014-017
KENNETH W. COTTLE JR.
PAULA E. COTTLE
D.B. 5810, PG. 976
B
PID: R01700-002-014-016
CHRISTOPHER FLESSNER
BETH FLESSNER
D.B. 4346, PG. 6
C
PID: R01700-002-014-013
FRANK CAMPESE
CLAUDIA CAMPESE
D.B. 6646, PG. 164
D
PID: R01700-002-014-012
ANN HODGES WILLOUGHBY MILLER
D.B. 6397, PG. 2839
E
PID: R01700-002-014-007
FRED D. PECK
LISA PECK
D.B. 6453, PG. 1596
F
PID: R01700-002-014-006
LISA S. MCCABE
D.B. 2746, PG. 881
G
PID: R01700-002-014-002
MICHAEL P. KEITH
LAVON P. KEITH
D.B. 1244, PG. 1519
H
PID: R01700-002-014-001
TOMMY LANE NORRIS
SARAH E. NORRIS
D.B. 1139, PG. 1140
ADJOINER INFORMATION
A
PID: R01700-002-014-017
KENNETH W. COTTLE JR.
PAULA E. COTTLE
D.B. 5810, PG. 976
B
PID: R01700-002-014-016
CHRISTOPHER FLESSNER
BETH FLESSNER
D.B. 4346, PG. 6
C
PID: R01700-002-014-013
FRANK CAMPESE
CLAUDIA CAMPESE
D.B. 6646, PG. 164
D
PID: R01700-002-014-012
ANN HODGES WILLOUGHBY MILLER
D.B. 6397, PG. 2839
E
PID: R01700-002-014-007
FRED D. PECK
LISA PECK
D.B. 6453, PG. 1596
F
PID: R01700-002-014-006
LISA S. MCCABE
D.B. 2746, PG. 881
G
PID: R01700-002-014-002
MICHAEL P. KEITH
LAVON P. KEITH
D.B. 1244, PG. 1519
H
PID: R01700-002-014-001
TOMMY LANE NORRIS
SARAH E. NORRIS
D.B. 1139, PG. 1140
I
PID: R01000-001-017-000
BRAD ROBERT REITER
D.B. 6349, PG. 2617
J
PID: R01000-001-016-001
ROBERT DAVID JEFFERS
D.B. 2517, PG. 15
K
PID: R01000-001-016-000
STEPHEN P. LEVINE REVOCABLE
LIVING TRUST
D.B. 6672, PG. 1581
L
PID: R01000-001-012-002
WILLIAM P. BLAISDELL
JANINE A. BLAISDELL
D.B. 6570, PG. 1907
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
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
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
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
JR
B
JR
C
1"
=
1
0
0
0
'
03
.
1
7
.
2
5
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
EX-1
23355.PE
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
HI
L
T
O
N
B
L
U
F
F
S
EX-1
1"
=
1
0
0
0
'
VICINITY MAP
NOT TO SCALE
NORTH
140
SITE
HERMITAGE RD
SL
E
D
G
E
R
D
CR
O
W
A
T
A
N
R
D
CAS
T
L
E
H
A
Y
N
E
R
D
M
C
D
O
U
G
A
L
D
D
R
PRIVAT
E
PRIVATE
GE
0 100 200 400 600 800
SCALE: 1"=200'
LEGEND:
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
PK NAIL FOUND
PK NAIL SET
CONCRETE MONUMENT FOUND
COMPUTED POINT
IPF
IRF
IRS
PKF
PKS
CMF
CP
BOUNDARY LINE
ADJOINING BOUNDARY LINE
RIGHT OF WAY
WETLANDS / CONSERVATION
OVERLAY DISTRICT
WETLANDS / CONSERVATION
OVERLAY DISTRICT
WETLANDS / CONSERVATION
OVERLAY DISTRICT
NORT
H
E
A
S
T
C
A
P
E
F
E
A
R
R
I
V
E
R
SHADED ZONE X
AE FLOOD ZONE; 8' BASE
FLOOD ELEVATION
N
O
R
T
H
E
A
S
T
C
A
P
E
F
E
A
R
R
I
V
E
R
EXISTING TREE CANOPY, TYP.
EXISTING TOPOGRAPHY, TYP.
EXISTING WETLANDS, TYP.
HI
L
T
O
N
B
L
U
F
F
S
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NO
R
T
H
C
A
R
O
L
I
N
A
23355.PE
CO
P
P
E
R
B
U
I
L
D
E
R
S
,
L
L
C
19
0
0
W
.
M
o
r
e
h
e
a
d
S
t
,
S
t
e
1
0
2
Ch
a
r
l
o
t
t
e
N
C
2
8
2
0
9
SE
C
T
I
O
N
1
a
20
'
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
20' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT
E/I 1
E/I 5
E/I 4
E/I 3
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FPFPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP
FP FP FP FP FP FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP FP
FP
FP FP FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FPFPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FPFPFP
FP
FP
FP
FP
FP
FPFPFPFPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP FP FP FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FPFPFPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
E/I 1
E/I 5
E/I 4
E/I 3
RPW
2
RPW
1
RP
W
5
R
P
W
6
RPW
4
RP
W
3
RP
W
7
SE
C
T
I
O
N
5
a
SEC
T
I
O
N
1
a
SECTION 3a
SEC
T
I
O
N
3
a
S
E
C
T
I
O
N
1
c
S
E
C
T
I
O
N
3
b
S
E
C
T
I
O
N
1
b
S
E
C
T
I
O
N
4
SEC
T
I
O
N
1
b
SEC
T
I
O
N
7
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
7
SE
C
T
I
O
N
1
a
SEC
T
I
O
N
5
b
S
E
C
T
I
O
N
1
a
S
E
C
T
I
O
N
5
a
SEC
T
I
O
N
5
c
SE
C
T
I
O
N
3
b
SE
C
T
I
O
N
3
a
S
E
C
T
I
O
N
1
c
S
E
C
T
I
O
N
3
b
SE
C
T
I
O
N
5
b
SECTION 5
b
SECTION 5
a
SEC
T
I
O
N
1a
S
E
C
T
I
O
N
5
c
S
E
C
T
I
O
N
2
a
SECTIO
N
5
d
SECTIO
N
2a
SE
C
T
I
O
N
2
a
SE
C
T
I
O
N
5
c
SEC
T
I
O
N
5
b
S
E
C
T
I
O
N
5
d
S
E
C
T
I
O
N
1
a
SECTI
O
N
1
b
S
E
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
b
SEC
T
I
O
N
1
c
SECTIO
N
1
d
SECTIO
N
1
b
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
d
SE
C
T
I
O
N
1
b
SE
C
T
I
O
N
1
c
SEC
T
I
O
N
1
d
S
E
C
T
I
O
N
1
d
S
E
C
T
I
O
N
1
c
S
E
C
T
I
O
N
2
a
S
E
C
T
I
O
N
1
a
SEC
T
I
O
N
2
a
SEC
T
I
O
N
2
a
S
E
C
T
I
O
N
2
b
SE
C
T
I
O
N
1
a
SEC
T
I
O
N
2
b
SE
C
T
I
O
N
2
b
SEC
T
I
O
N
2
b
SEC
T
I
O
N
5
e
SEC
T
I
O
N
5
c
S
E
C
T
I
O
N
5
b
SEC
T
I
O
N
1
a
SEC
T
I
O
N
2
b
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
c
2
3
456789
10
11
12
13
14
15
16
17
18
19
20
2122
23
24252627282930
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48 49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67 68 69 70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144 145
146
147 148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200201
202203
204
205
206
207
208
209
210
211
212
213
214
215
216 217 218 219 220
221 222
223
224
225
226
227
228
229230231232233
234
235 236
237 238 239 240
241
242
243
244
245
246
247
248
249
250
251 252
253
254
255256257
258
259
260
261
262
263
264
265
266
267
268
269
270 271
272 273
274 275
276
277 278
279 280
281
282
283284
285286
287288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323 324 325
326
327
328
329
330
331332
333
334
335
336337338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
363
362
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460 461 462 463
464465466467468469470471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487488489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
645
646
647
RO
A
D
N
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
Q
50'
P
R
I
V
A
T
E
R
O
W
SLE
D
G
E
R
D
RO
A
D
T
50'
P
R
I
V
A
T
E
R
O
W
R
O
A
D
E
50
'
P
R
I
V
A
T
E
R
O
W
ROA
D
G
50' P
R
I
V
A
T
E
R
O
W
ROA
D
H
50' P
R
I
V
A
T
E
R
O
W
ROA
D
I
50' P
R
I
V
A
T
E
R
O
W
R
O
A
D
K
5
0
'
P
R
I
V
A
T
E
R
O
W
2
0
'
P
R
I
V
A
T
E
A
L
L
E
Y
A
RO
A
D
L
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
M
50'
P
R
I
V
A
T
E
R
O
W
ROA
D
P
50' P
R
I
V
A
T
E
R
O
W
RO
A
D
O
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
E
50'
P
R
I
V
A
T
E
R
O
W
20' P
R
I
V
A
T
E
A
L
L
E
Y
B
R
O
A
D
R
50
'
P
R
I
V
A
T
E
R
O
W
RO
A
D
S
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
B
50'
P
R
I
V
A
T
E
R
O
W
ROA
D
F
50' P
R
I
V
A
T
E
R
O
W
RO
A
D
C
50
'
P
R
I
V
A
T
E
R
O
W
ROA
D
D
50' P
R
I
V
A
T
E
R
O
W
ROA
D
J
50' P
R
I
V
A
T
E
R
O
W
20'
P
R
I
V
A
T
E
A
L
L
E
Y
C
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
R
O
A
D
T
50
'
P
R
I
V
A
T
E
R
O
W
S
L
E
D
G
E
R
D
VA
R
I
A
B
L
E
W
I
D
T
H
P
R
I
V
A
T
E
R
O
W
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWETWET
WET
WET
WET
WETWET
WET
WE
T
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET WET WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WETWET
WETWET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WETWET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WETWET
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WETWETWET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET WET WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET WET
WET
WET
WET
WET
WE
T
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET WET WET WET WET WET
WET WET WET
WET
WET
WET
WET
WET
WET
WETWE
T
WETWETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WE
T
WET
WET
WETWET
WE
T
WET
WE
T
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WETWE
T
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
VICINITY MAP
NOT TO SCALE
NORTH
140
SITE
HERMITAGE RD
PARKING REQUIREMENTS
ALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS
TRAILHEAD VILLAGE - WECLOME CENTER PARKING
TOTAL REQUIRED: NO REQUIREMENTS SPECIFIEC IN UDO
TOTAL PROVIDED:92 SPACES
PRIMARY AMENITY - PHASE 1:
TOTAL REQUIRED:NO REQUIREMENTS SPECIFIED IN UDO
TOTAL PROVIDED:230 SPACES
RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA:
SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS
MULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICT
PERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFER
BUILDING HEIGHT MAXIMUM: 40' HT MAX.
BUILDING SEPARATION 10' MIN.
FRONT SETBACK: 5' MIN
SIDE SETBACK: 5' MIN
REAR SETBACK:10' MIN.
LANDSCAPING & BUFFERING NOTES
1.STREETYARDS SHALL BE PROVIDED ALONG CASTLE HAYNE ROAD THE NEW HANOVER COUNTY
UDO
2.THE SITE IS SURROUNDED BY WATER AND WETLANDS ON 3 SIDES OF THE PROPERTY.
VEGETATION WILL REMAIN IN THESE AREAS WITH SELECTIVE CLEARING TO REMOVE DEAD/DYING
MATERIAL AND MAINTAIN VIEW CORRIDOR TO CREEKS AND RIVER AS WELL AS PROMOTE WATER
ACCESS WHERE POSSIBLE.
3.BUFFERS TO EXISTING RESIDENTIAL AREAS WILL FAR EXCEED MINIMUM AMOUNT REQUIRED. THE
WIDTH VARIED, BUT WILL INCORPORATE EXISTING VEGETATION AND ENHANCED LANDSCAPE AS
NEEDED.
SIDEWALKS
1.SIDEWALKS SHALL BE PROVIDED IN ACCORDANCE WITH THE NEW HANOVER COUNTY UDO. ALL
PROJECT ROADS IN RIGHTS OF WAY SHALL HAVE A 5' WIDE SIDEWALK, MINIMUM, ON ONE SIDE OF THE
ROAD.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE INDIVIDUAL CARTS AT RESIDENCES EXCEPT DUMPSTERS AT AMENITY CAMPUS..
THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED EQUIPMENT SHALL
BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE OR WALL. THE ENCLOSURE SHALL
BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST POINT OF THE TRASH RECEPTACLE.
DEVELOPMENT NOTES:
1.REFER TO DEVELOPMENT'S MASTER PLAN FOR FULL PHASING INFORMATION.
2.PHASE 1 INCLUDES 5 NEIGHBORHOOD SECTIONS, THE MAIN AMENITY CAMPUS, MODEL HOMES, SALES CENTER.
3.CONSTRUCTION PHASING WILL BE ALIGNED WITH PENDING PHASED TIA WITH NO MORE THAN 100 HOMES PROPOSED FOR
CONSTRUCTION PRIOR TO A SECONDARY ACCESS ROAD BEING INSTALLED. DEVELOPER WILL WORK WITH NHC FIRE
MARSHAL'S OFFICE TO FURTHER IDENTIFY TIMING AND CONSTRUCTION OF ENTRANCE ROAD.
4.ALL PROJECT ROADS WILL BE PRIVATE, BUILT TO NEW HANOVER COUNTY PRIVATE ROAD STANDARDS UNLESS OTHERWISE
NOTED.
5.SOME NEIGHBORHOODS MAY BE GATED. ALL WILL BE EQUIPPED WITH SIREN ACTIVATED OR KNOX BOX/LOCK EQUIPMENT
AND WILL BE APPROVED BY NHC FIRE STAFF PRIOR TO INSTALLATION.
6.ALL FUTURE PHASES OF DEVELOPMENT WILL BE SUBMITTED FOR REVIEW AND PERMITTING.
7.MASTER DECLARATIONS AND COVENANTS WILL BE DEVELOPED AND FILED WITH NHC.
8.AMENITY CAMPUS WILL BE PHASED WITH THE PRIMARY CLUBHOUSE AND SALES OFFICE DEVELOPED IN THIS FIRST PHASE OF
DEVELOPMENT.
9.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO.
10.ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
11.A TRAFFIC IMPACT ANALYSIS IS IN PROGRESS AND ALL NCDOT/ WMPO APPROVED TRAFFIC IMPROVEMENTS WILL BE
INSTALLED BY THE DEVELOPER IN THE SEQUENCE DETERMINED BY THE FINAL TIA APPROVAL.
12.THE SITE'S UPLANDS ARE IN FORESTRY MANAGEMENT BY PREVIOUS OWNER. AS SUCH, NO SPECIMEN TREES WERE FOUND
IN PROPOSED DEVELOPMENT UPLAND AREAS; ALL OTHER TREES IN WETLAND CONSERVATION AREAS WILL BE PRESERVED..
A TREE REMOVAL PERMIT WILL BE SUBMITTED FOR ANY SIGNIFICANT/REGULATED TRESS REQUIRING REMOVAL OR
MITIGATION.
13.CFPUA TO SUPPLY WATER AND SEWER. DEVELOPER TO CONSTRUCT UTILITY EXTENSIONS TO SERVE PROPERTY.
14.20' MINIMUM EASEMENTS WILL BE PLACED ON STORMWATER INFRASTRUCTURE. EASEMENTS WILL BE DESIGNED IN
ACCORDANCE WITH NHC ENGINEERING REQUIREMENTS.
SL
E
D
G
E
R
D
CR
O
W
A
T
A
N
R
D
CAS
T
L
E
H
A
Y
N
E
R
D
M
C
D
O
U
G
A
L
D
D
R
PRIVAT
E
PRIVATE
GE
WETLANDS, TYP.
INDI
A
N
C
O
R
N
T
R
A
I
L
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
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
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
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
AH
E
JR
C
AH
E
1"
=
3
0
0
'
03
/
1
7
/
2
5
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
CA
S
T
L
E
H
A
Y
N
E
HI
L
T
O
N
B
L
U
F
F
S
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
P
H
A
S
E
1
23355.PE
Co
p
p
e
r
B
u
i
l
d
e
r
s
19
0
0
W
.
M
o
r
e
h
e
a
d
S
t
.
,
S
u
i
t
e
1
0
2
Ch
a
r
l
o
t
t
e
,
N
C
2
8
2
0
8
PH
A
S
E
1
O
V
E
R
A
L
L
S
I
T
E
P
L
A
N
RE
V
.
1
T
R
C
C
o
m
m
e
n
t
s
R
e
s
u
b
m
i
t
t
a
l
&
P
l
a
n
R
e
v
i
s
i
o
n
s
03
/
1
7
/
2
5
C-2.0
BR
O
A
D
W
A
T
E
R
B
R
A
N
C
H
24
WATER LINE
SETBACKS
EASEMENTS
W W W
BUILDING HATCH
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
LEGEND
STREETLIGHT
SANITARY SEWERSSSS
LOT LINE
EXISTING CONTOUR LINE
RIGHT-OF-WAY LINE
PHASE/SECTION LINES
PROPERTY LINE
FORCE MAINFMFM
WETLANDS,
TYP.
B
R
O
A
D
W
A
T
E
R
B
R
A
N
C
H
SITE DATA:
TOTAL GROSS SITE ACREAGE:± 4,038.98 AC
WETLANDS
TOTAL WETLANDS WITHIN PROPERTY BOUNDARY:± 3,080.0 AC
iNCL:TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 3064.16 AC
TOTAL MARSH WETLANDS:± 5.9 AC
OTHER 404 WETLANDS:± 9.94 AC
CONSERVATION RESOURCE PRESERVATION REQUIREMENTS:
SWAMP FOREST & POCOSIN = + 3064.16 X 0.5 = + 1532.08 AC CONSERVED
MARSH = + 5.9 AC X 0.8 = + 4.72 AC CONSERVED
TOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED:± 3,068.88 AC
TOTAL PERFORMANCE RESIDENTIAL CONSERVATION AREA PRESERVATION REQUIRED:± 3,070.06 AC
TOTAL CONSERVATION AREA PROVIDED :± 3,070.06 AC MIN.
CLASS IV SOILS
TOTAL POTENTIAL CLASS IV SOILS OUTSIDE OF WETLANDS:± 3.56 AC
(PENDING SITE SPECIFIC SOILS ANALYSIS)
ALLOWABLE DENSITY
TOTAL NET SITE ACREAGE (4038.98 AC - 5.9 AC MARSH - 3.56 AC CLASS IV SOIL):± 4,029.52 AC
TOTAL ALLOWABLE DENSITY (1 DU / NET AC): 4,029 UNITS MAX.
OPEN SPACE
PERFORMANCE RESIDENTIAL TOTAL REQUIRED OPEN SPACE: 807.80 AC (20% MIN.)
PROPOSED OPEN SPACE:
3,070.06 WETLAND CONSERVATION + 20.76 AC AMENITY CAMPUS = ± 3,090.82 AC MIN. OPEN SPACE (76.52% MIN.)
SITE OWNERSHIP INFORMATION
PROJECT LOCATION:SLEDGE ROAD AT CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNERS:SJM HILTON, LLC
BFM HILTON, LLC
ESW HILTON, LLC
DSF HILTON, LLC
JFM HILTON, LLC
PARCEL PINS & DEED BK: R00900-001-001-000 (23.01 AC)
R00900-001-002-000 (23.01 AC)
D.B. 6486, PG. 1782
ZONING, FLOOD ZONE & WETLAND INFORMATION
CURRENT ZONING:RA
PROPOSED USE:RESIDENTIAL
FUTURE LAND USE CLASSIFICATION:COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION
FLOOD INFORMATION:PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE AE 8 BFE AND ZONE X
– MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBERS 3720320200L,
3720321200L, 3720320100L, 3720322200L BEARING AN EFFECTIVE DATE OF JANUARY
17, 2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVE DATE OF AUGUST
28,2018.
WETLAND: INFORMATION:A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING AND IS IN THE REVIEW
PROCESS.
N O R T HSCALE: 1"=300'
0 150 300 600 1200
GRAPHIC SCALE
PHASE DATA:
TOTAL PHASE 1 SINGLE FAMILY UNITS :647 LOTS PROPOSED
TOTAL PHASE 1 NET DEVELOPMENT AREA
(EXCLUDING WETLANDS):295.19 AC UPLANDS
TOTAL PHASE 1 LOT DEVELOPMENT AREA:217.93 AC UPLANDS
TOTAL DENSITY FOR PHASE 1 AREA:2.97 AC
ALL PHASE 1 LOTS ARE 130' DEEP; SEE PHASE LOT CALCULATIONS CHART FOR WIDTHS
SECONDARY
ACCESS ROAD;
THIS PARCEL AREA
NOT INCLUDED IN
DENSITY
CALCULATION
FUTURE
AMENITY
AREA
PRIMARY AMENITY
PHASE 1 AREA ± 16 AC;
INCLUDES INDOOR &
OUTDOOR POOL,
CLUBHOUSE, INDOOR &
OUTDOOR FITNESS,
TERRACED DECKS /
OVERLOOKS
AE FLOOD ZONE
SHADED X FLOOD ZONE
COUNTY'S COD 25' SETBACK FROM
SWAMP FOREST WETLANDS, TYP.
WETLAND LINE, TYP.
DEVELOPMENT AREA
SECTIONS, TYP.
TEMPORARY FIRE ACCESS ROAD IF
NEEDED THIS PHASE; COMPLETE
ROAD SECTION TO BE
CONSTRUCTED WITH FUTURE
PHASES OF DEVELOPMENT
TEMPORARY FIRE ACCESS
ROAD IF NEEDED THIS
PHASE; COMPLETE ROAD
SECTION TO BE
CONSTRUCTED WITH
FUTURE PHASES OF
DEVELOPMENT
PICKLEBALL & TENNIS
COURTS WITH 47
PARKING SPACES
STORMWATER FACILITY, TYP.
SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX
BOX GATED ROAD FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK
WITH COUNTY FIRE MARSHAL TO DESIGN TO COUNTY AND STATE
STANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESS WILL BE
COORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINE
WHEN SECONDARY ACCESS NEEDED & IN WHICH LOCATION
T
A
L
L
O
A
K
S
D
R
I
V
E
FUTURE DEVELOPMENT AREA, TYP.
ROAD CONNECTION TO FUTURE
DEVELOPMENT TO CONNECT TO
PHASE 1 ROADS, TYP.
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
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
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
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
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
OH
E
BOX
C
U
L
V
E
R
T
CA
S
T
L
E
H
A
Y
N
E
R
D
10
0
'
R
I
G
H
T
O
F
W
A
Y
E/I 6
E/I 5
W
W
W
W
W
W
W
W
W
W
W
WW
E/I 6
E/I 5W
RPW
2
RP
W
9
RPW
1
RP
W
5
R
P
W
6
W
W
W
W
W
W
W
WW
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
20' S
I
D
E
S
E
T
B
A
C
K
40' FRON
T
S
E
T
B
A
C
K
20' SIDE
S
E
T
B
A
C
K
30' REAR SETBACK
30' DRAINAGE EASE
M
E
N
T
30' D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
7
SECTIO
N
5
d
SECTIO
N
2a
SE
C
T
I
O
N
2
a
SE
C
T
I
O
N
5
c
S
E
C
T
I
O
N
5
d
S
E
C
T
I
O
N
1
a
S
E
C
T
I
O
N
1
a
S
S
S
S
S
S
S
S
SS
SS
SS
SS
IRF
IPF
IPF
IPF
IPF
20' S
I
D
E
S
E
T
B
A
C
K
40' FRON
T
S
E
T
B
A
C
K
20' SIDE
S
E
T
B
A
C
K
30' REAR SETBACK
30' DRAINAGE EASE
M
E
N
T
30' D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460 461 462 463
476
477
478
479
480
481
482
483
484
485
486
487488489
490
491
492
493
494
495
496
497
498
499
500
501
502
546
547
R
O
A
D
K
5
0
'
P
R
I
V
A
T
E
R
O
W
50' P
R
I
V
A
T
E
R
O
W
S
L
E
D
G
E
R
D
V
A
R
I
A
B
L
E
W
I
D
T
H
P
R
I
V
A
T
E
R
O
W
OH
E
OH
E
OH
E
OH
E
BO
X
C
U
L
V
E
R
T
W
W
W
W
W
W
RP
W
9
W
W
W
W
W
W
W
W
W
W
SECONDARY ACCESS ROAD CONNECTING TO DEKKER RD; SIREN OR KNOX BOX GATED ROAD
FOR EMERGENCY ACCESS ONLY; DEVELOPER TO WORK WITH COUNTY FIRE MARSHAL TO
DESIGN TO COUNTY AND STATE STANDARDS; SEE DETAIL SHEET C-2.0; SECONDARY ACCESS
WILL BE COORDINATED WITH NHC PLANNING, FIRE/EMS, & NCDOT TO DETERMINE WHEN
SECONDARY ACCESS NEEDED & IN WHICH LOCATION
N O R T H
EXISTING SLEDGE ROAD TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE
WITH PENDING TIA REQUIREMENTS. FINAL ROAD DESIGN WILL BE REVIEWED AND
APPROVED BY NCDOT
EXISTING EASEMENT FOR EXISTING SLEDGE ROAD
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE
SURROUNDING; PERMITTED SEPARATELY
SLEDGE ROAD REALIGNED WITHIN A NATURAL & LANDSCAPED CORRIDOR
PRIMARY COMMUNITY ACCESS - SLEDGE ROAD AT CASTLE HAYNE ROAD
SCALE: 1" = 60'
ENTRY MONUMENT STRUCTURE & SIGN WITH LANDSCAPE
SURROUNDING; PERMITTED SEPARATELY
UTILITY EXTENSIONS ANTICIPATED THESE LOCATIONS; PENDING CFPUA
REVIEW AND COORDINATION
PRELIMINARY DESIGN FOR SITE MAIN ENTRANCE INCLUDES FULL
MOVEMENT INGRESS, DEDICATED LEFT & RIGHT TURN LANES; TIA
APPROVAL WILL DICTATE FINAL DESIGN REQUIREMENTS AND NCDOT
WILL REVIEW AND APPROVAL DRIVEWAY DESIGN
SL
E
D
G
E
R
O
A
D
50'
P
U
B
L
I
C
R
O
W
SL
E
D
G
E
R
D
50'
P
U
B
L
I
C
R
O
W
CAS
T
L
E
H
A
Y
N
E
R
D
.
100
'
P
U
B
L
I
C
R
O
W
CAS
T
L
E
H
A
Y
N
E
R
D
.
100
'
P
U
B
L
I
C
R
O
W
DE
K
K
E
R
R
D
60
'
P
U
B
L
I
C
R
O
W
BERG
L
N60' PU
B
L
I
C
R
O
W
DIRCK
R
D
.
10' WIDE NON-MUNICIPAL UTILITY EASEMENT EITHER SIDE OF ALL RIGHT
OF WAYS THIS DEVELOPMENT EXCEPT IN NARROW PART OF SLEDGE
ROAD ENTRANCE BETWEEN GE AND ADJACENT NEIGHBORHOOD
STREETLIGHT, TYP.
FUTURE
DEVELOPMENT
SECTION LINE;
SEE MASTER PLAN
FOR DETAILS
LANDSCAPE BUFFER &
TRAIL AREA BETWEEN ROW
AND PROPERTY LINE
SHARED PROPERTY LINE
WITH GE
WETLANDS ALONG EXISTING CREEK
DEVELOPMENT SECTION LINE, TYP.
EXISTING OLD POWERLINE
EASEMENT TO BE ABANDONED
GATE HOUSE & MAIN RESIDENTIAL
ENTRANCE TO NEIGHBORHOODS
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
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
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
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
AH
E
JR
C
AH
E
1"
=
2
0
0
'
03
/
1
7
/
2
5
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
CA
S
T
L
E
H
A
Y
N
E
HI
L
T
O
N
B
L
U
F
F
S
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
P
H
A
S
E
1
23355.PE
Co
p
p
e
r
B
u
i
l
d
e
r
s
19
0
0
W
.
M
o
r
e
h
e
a
d
S
t
.
,
S
u
i
t
e
1
0
2
Ch
a
r
l
o
t
t
e
,
N
C
2
8
2
0
8
MA
I
N
E
N
T
R
A
N
C
E
S
I
T
E
P
L
A
N
RE
V
.
1
T
R
C
C
o
m
m
e
n
t
s
R
e
s
u
b
m
i
t
t
a
l
&
P
l
a
n
R
e
v
i
s
i
o
n
s
03
/
1
7
/
2
5
C-2.1
N O R T HSCALE: 1"=200'
0 100 200 400 800
GRAPHIC SCALE
LANDSCAPE & BUFFER COORIDOR EITHER SIDE
MAIN ENTRANCE ROAD; VARIABLE WIDTH, TYP.
STORMWATER FACILITY, TYP.
EXISTING DITCH, TYP.
EXISTING EASEMENT FOR EXISTING SLEDGE ROAD
PHASE 1 TRAILHEAD VILLAGE - WELCOME CENTER
CAMPUS INCLUDING SALES CENTER & ASSOCIATED
COMMUNITY AMENITIES AND PARKING
PHASE 2 FUTURE DEVELOPMENT;
THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION
REQUIRED 20' MIN. BUFFER, TYP.
TRAILHEA
D
4
TR
A
I
L
H
E
A
D
3
TRA
I
L
H
E
A
D
2
TRAIL-
HEAD
1
TRAILH
E
A
D
5
M
C
D
O
U
G
A
L
D
D
R
I
V
E
6
0
'
P
U
B
L
I
C
R
O
W
PHASE 2 FUTURE DEVELOPMENT;
THIS PARCEL AREA NOT INCLUDED IN DENSITY CALCULATION
24
WATER LINE
SETBACKS
EASEMENTS
W W W
BUILDING HATCH
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
LEGEND
STREETLIGHT
SANITARY SEWERSSSS
LOT LINE
EXISTING CONTOUR LINE
RIGHT-OF-WAY LINE
PHASE/SECTION LINES
PROPERTY LINE
FORCE MAINFMFM
WATER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA
SEWER LINE EXTENSION TO BE COORDINATED WITH NCDOT AND CFPUA
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
SE
C
T
I
O
N
1
a
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
RP
W
5
RP
W
7
SEC
T
I
O
N
1
a
SECTION 3a
SEC
T
I
O
N
3
a
S
E
C
T
I
O
N
1
c
S
E
C
T
I
O
N
3
b
S
E
C
T
I
O
N
1
b
S
E
C
T
I
O
N
4
SE
C
T
I
O
N
1
b
SE
C
T
I
O
N
7
SE
C
T
I
O
N
1
a
S
E
C
T
I
O
N
1
a
S
E
C
T
I
O
N
5
a
SE
C
T
I
O
N
3
b
SE
C
T
I
O
N
3
a
S
E
C
T
I
O
N
1
c
S
E
C
T
I
O
N
3
b
SECT
I
O
N
1
b
S
E
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
b
SEC
T
I
O
N
1
c
SECTIO
N
1
d
SECTIO
N
1
b
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
d
SE
C
T
I
O
N
1
b
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
d
S
E
C
T
I
O
N
1
d
S
E
C
T
I
O
N
1
c
S
E
C
T
I
O
N
2
a
S
E
C
T
I
O
N
1
a
SE
C
T
I
O
N
2
a
S
E
C
T
I
O
N
2
b
SE
C
T
I
O
N
5
e
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
c
2
3
456789
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
252627282930
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48 49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67 68 69 70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144 145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
202203
204
205
206
207
208
209
210
211
212
213
214
215
216 217 218 219 220
221
222
223
224
225
226
227
228
229230231232233
234
235 236
237 238 239 240
241
242
243
244
245
246
247
248
249
250
251 252
253
254
255256257
258
259
260
261
262
263
264
265
266
267
268
269
270 271
272 273
274 275
276
277 278
279 280
281
282
283284
285
286
287
288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323 324 325
326
327
328
329
330
331332
333
334
335
336337338
339
340
341
342
343
344
345
346
347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
363
362
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
546
547
548
549
597
598
599
600
601
602
603
604
605
606
607
608
609
642
643
644
645
646
647
RO
A
D
N
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
Q
50'
P
R
I
V
A
T
E
R
O
W
SLE
D
G
E
R
D
RO
A
D
T
50
'
P
R
I
V
A
T
E
R
O
W
R
O
A
D
K
5
0
'
P
R
I
V
A
T
E
R
O
W
2
0
'
P
R
I
V
A
T
E
A
L
L
E
Y
A
RO
A
D
L
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
M
50'
P
R
I
V
A
T
E
R
O
W
ROA
D
P
50' P
R
I
V
A
T
E
R
O
W
RO
A
D
O
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
E
50'
P
R
I
V
A
T
E
R
O
W
20' P
R
I
V
A
T
E
A
L
L
E
Y
B
R
O
A
D
R
5
0
'
P
R
I
V
A
T
E
R
O
W
RO
A
D
S
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
B
50
'
P
R
I
V
A
T
E
R
O
W
20'
P
R
I
V
A
T
E
A
L
L
E
Y
C
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WE
T
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WETWET
WE
T
WE
T
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WETWET
WE
T
WE
TWET
WET
WET
WETWET
WETWET
WET
WET
WET
WE
T
WET
WET
WETWE
T
WE
T
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WET WET WET WET WET
WET
WET WET WET
WE
T
WE
T
WET
WET
WET
WE
T
WET
WE
T
WETWETWET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WE
T
WET
WE
T
WET
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WE
T
WETWET
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WE
T
WET
WE
T
WE
T
WE
T
WET
WET
WE
T
WET
WET
WE
T
WET
WET
WE
T
WE
T
WET
WET
WE
T
WET
WET
WET
WET
WETWET
VICINITY MAP
NOT TO SCALE
NORTH
140
SITE
HERMITAGE RD
PARKING REQUIREMENTS
ALL SINGLE FAMILY RESIDENTIAL LOTS WILL HAVE ON LOT PARKING FOR 2 OR MORE CARS
TRAILHEAD VILLAGE - WECLOME CENTER PARKING
TOTAL REQUIRED: NO REQUIREMENTS SPECIFIEC IN UDO
TOTAL PROVIDED:92 SPACES
PRIMARY AMENITY - PHASE 1:
TOTAL REQUIRED:NO REQUIREMENTS SPECIFIED IN UDO
TOTAL PROVIDED:183 SPACES
RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA:
SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS
MULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICT
PERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFER
BUILDING HEIGHT MAXIMUM: 40' HT MAX.
BUILDING SEPARATION 10' MIN.
FRONT SETBACK: 5' MIN
SIDE SETBACK: 5' MIN
REAR SETBACK:10' MIN.
SL
E
D
G
E
R
D
CR
O
W
A
T
A
N
R
D
CAS
T
L
E
H
A
Y
N
E
R
D
M
C
D
O
U
G
A
L
D
D
R
PRIVAT
E
PRIVATE
GE
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
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
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
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
AH
E
JR
C
AH
E
1"
=
3
0
0
'
03
/
1
7
/
2
5
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
CA
S
T
L
E
H
A
Y
N
E
HI
L
T
O
N
B
L
U
F
F
S
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
P
H
A
S
E
1
23355.PE
Co
p
p
e
r
B
u
i
l
d
e
r
s
19
0
0
W
.
M
o
r
e
h
e
a
d
S
t
.
,
S
u
i
t
e
1
0
2
Ch
a
r
l
o
t
t
e
,
N
C
2
8
2
0
8
PH
A
S
E
1
A
-
1
D
S
I
T
E
P
L
A
N
RE
V
.
1
T
R
C
C
o
m
m
e
n
t
s
R
e
s
u
b
m
i
t
t
a
l
&
P
l
a
n
R
e
v
i
s
i
o
n
s
03
/
1
7
/
2
5
C-2.2
BR
O
A
D
W
A
T
E
R
B
R
A
N
C
H
SITE DATA:
TOTAL GROSS SITE ACREAGE:± 4,038.98 AC
WETLANDS
TOTAL WETLANDS WITHIN PROPERTY BOUNDARY:± 3,080.0 AC
iNCL:TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 3064.16 AC
TOTAL MARSH WETLANDS:± 5.9 AC
OTHER 404 WETLANDS:± 9.94 AC
CONSERVATION RESOURCE PRESERVATION REQUIREMENTS:
SWAMP FOREST & POCOSIN = + 3064.16 X 0.5 = + 1532.08 AC CONSERVED
MARSH = + 5.9 AC X 0.8 = + 4.72 AC CONSERVED
TOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED:± 3,068.88 AC
TOTAL PERFORMANCE RESIDENTIAL CONSERVATION AREA PRESERVATION REQUIRED:± 3,070.06 AC
TOTAL CONSERVATION AREA PROVIDED :± 3,070.06 AC MIN.
CLASS IV SOILS
TOTAL POTENTIAL CLASS IV SOILS OUTSIDE OF WETLANDS:± 3.56 AC
(PENDING SITE SPECIFIC SOILS ANALYSIS)
ALLOWABLE DENSITY
TOTAL NET SITE ACREAGE (4038.98 AC - 5.9 AC MARSH - 3.56 AC CLASS IV SOIL):± 4,029.52 AC
TOTAL ALLOWABLE DENSITY (1 DU / NET AC): 4,029 UNITS MAX.
OPEN SPACE
PERFORMANCE RESIDENTIAL TOTAL REQUIRED OPEN SPACE: 807.80 AC (20% MIN.)
PROPOSED OPEN SPACE:
3,070.06 WETLAND CONSERVATION + 20.76 AC AMENITY CAMPUS = ± 3,090.82 AC MIN. OPEN SPACE (76.52% MIN.)
SITE OWNERSHIP INFORMATION
PROJECT LOCATION:SLEDGE ROAD AT CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNERS:SJM HILTON, LLC
BFM HILTON, LLC
ESW HILTON, LLC
DSF HILTON, LLC
JFM HILTON, LLC
PARCEL PINS & DEED BK: R00900-001-001-000 (23.01 AC)
R00900-001-002-000 (23.01 AC)
D.B. 6486, PG. 1782
ZONING, FLOOD ZONE & WETLAND INFORMATION
CURRENT ZONING:RA
PROPOSED USE:RESIDENTIAL
FUTURE LAND USE CLASSIFICATION:COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION
FLOOD INFORMATION:PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE AE 8 BFE AND ZONE X
– MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBERS 3720320200L,
3720321200L, 3720320100L, 3720322200L BEARING AN EFFECTIVE DATE OF JANUARY
17, 2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVE DATE OF AUGUST
28,2018.
WETLAND: INFORMATION:A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING AND IS IN THE REVIEW
PROCESS.
N O R T HSCALE: 1"=300'
0 150 300 600 1200
GRAPHIC SCALE
FUTURE
AMENITY
AREA ± 5 AC
PRIMARY AMENITY PHASE 1
AREA ± 16 AC; INCLUDES
INDOOR & OUTDOOR POOL,
CLUBHOUSE, INDOOR &
OUTDOOR FITNESS,
TERRACED DECKS /
OVERLOOKS
AE FLOOD
ZONE
SHADED X
FLOOD ZONE
COUNTY'S COD 25' SETBACK FROM
SWAMP FOREST WETLANDS, TYP.
WETLAND LINE, TYP.
STREAM, TYP.
RPW DITCH,
TYP.
20' WIDE ALLEY FOR
REAR ACCESS TO
THESE PHASE 1A
LOTS
LANDSCAPED OPEN SPACE
/ BUFFER ALONG MAIN
PROJECT ROAD
STORMWATER
FACILITY/
COMMUNITY
FOCAL
POINT
POOL
TERRACE
AMEN
I
T
Y
1
AMEN
I
T
Y
2
AME
N
I
T
Y
3
AME
N
I
T
Y
4
COMMUNITY TRAIL SYSTEM TO
BE A MIX OF SIDEWALKS AND
NATURE TRAILS LOOPING THE
CENTRAL WETLAND FINGER
24
WATER LINE
SETBACKS
EASEMENTS
W W W
BUILDING HATCH
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
LEGEND
STREETLIGHT
SANITARY SEWERSSSS
LOT LINE
EXISTING CONTOUR LINE
RIGHT-OF-WAY LINE
PHASE/SECTION LINES
PROPERTY LINE
FORCE MAINFMFM
PHASE DATA:
TOTAL PHASE 1 SINGLE FAMILY UNITS :647 LOTS PROPOSED
TOTAL PHASE 1 NET DEVELOPMENT AREA
(EXCLUDING WETLANDS):295.19 AC UPLANDS
TOTAL PHASE 1 LOT DEVELOPMENT AREA:217.93 AC UPLANDS
TOTAL DENSITY FOR PHASE 1 AREA:2.97 AC
ALL PHASE 1 LOTS ARE 130' DEEP; SEE PHASE LOT CALCULATIONS CHART FOR WIDTHS
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
SE
C
T
I
O
N
1
a
20' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT
E/I 5
E/I 4
E/I 3
FP
FP
FP
FP
FP
FP FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FPFPFPFPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP FP FP
FP
FP
FP FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FPFP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
FP
E/I 5
E/I 4
E/I 3
RPW
2
RPW
1
RP
W
5
R
P
W
6
RPW
4
RP
W
3
RP
W
7
SE
C
T
I
O
N
5
a
SEC
T
I
O
N
1
a
SEC
T
I
O
N
3
a
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
7
SE
C
T
I
O
N
1
a
SEC
T
I
O
N
5
b
S
E
C
T
I
O
N
1
a
S
E
C
T
I
O
N
5
a
SEC
T
I
O
N
5
c
S
E
C
T
I
O
N
5
b
SECTION
5
b
SECTION
5
a
SEC
T
I
O
N
1a
S
E
C
T
I
O
N
5
c
S
E
C
T
I
O
N
2
a
SECTIO
N
5
d
SECTIO
N
2a
SE
C
T
I
O
N
2
a
SE
C
T
I
O
N
5
c
SEC
T
I
O
N
5
b
S
E
C
T
I
O
N
5
d
S
E
C
T
I
O
N
1
a
SECT
I
O
N
1
b
S
E
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
b
SEC
T
I
O
N
1
c
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
a
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
c
SE
C
T
I
O
N
1
d
S
E
C
T
I
O
N
1
d
S
E
C
T
I
O
N
1
c
S
E
C
T
I
O
N
2
a
S
E
C
T
I
O
N
1
a
SE
C
T
I
O
N
2
a
SEC
T
I
O
N
2
a
S
E
C
T
I
O
N
2
b
SE
C
T
I
O
N
1
a
SEC
T
I
O
N
2
b
SE
C
T
I
O
N
2
b
SEC
T
I
O
N
2
b
SE
C
T
I
O
N
5
e
SEC
T
I
O
N
5
c
S
E
C
T
I
O
N
5
b
SEC
T
I
O
N
1
a
SEC
T
I
O
N
2
b
SE
C
T
I
O
N
1
c
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHEOHEOHEOHEOHEOHEOHEOHE
OHE
2
3
456789
10
11
12
13
14
15
16
17
18
19
20
2122
23
24
25262728
68 69 70
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
181
182
183
184
185
186
187
188
253
254
255
260
270 271
272 273
274 275
276
277 278
279 280
281
282
283284
285286
287288
289
290
291
292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
316
317
318
319
320
321
322
323 324 325
326
327
328
335
336337338347
348
349
350
351
352
353
354
355
356
357
358
359
360
361
363
362
364
365
366
367
368
369
370
371
372
373
374
375
376
377
378
379
380
381
382
383
384
385
386
387
388
389
390
391
392
393
394
395
396
397398
399
400
401
402
403
404
405
406
407
408
409
410
411
412
413
414
415
416
417
418
419
420
421
422
423
424
425
426
427
428
429
430
431
432
433
434
435
436
437
438
439
440
441
442
443
444
445
446
447
448
449
450
451
452
453
454
455
456
457
458
459
460 461 462 463
464465466467468469
470
471
472
473
474
475
476
477
478
479
480
481
482
483
484
485
486
487488
489
490
491
492
493
494
495
496
497
498
499
500
501
502
503
504
505
506
507
508
509
510
511
512
513
514
515
516
517
518
519
520
521
522
523
524
525
526
527
528
529
530
531
532
533
534
535
536
537
538
539
540
541
542
543
544
545
546
547
548
549
550
551
552
553
554
555
556
557
558
559
560
561
562
563
564
565
566
567
568
569
570
571
572
573
574
575
576
577
578
579
580
581
582
583
584
585
586
587
588
589
590
591
592
593
594
595
596
597
598
599
600
601
602
603
604
605
606
607
608
609
610
611
612
613
614
615
616
617
618
619
620
621
622
623
624
625
626
627
628
629
630
631
632
633
634
635
636
637
638
639
640
641
642
643
644
645
646
647
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
Q
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
T
50'
P
R
I
V
A
T
E
R
O
W
R
O
A
D
E
50
'
P
R
I
V
A
T
E
R
O
W
ROA
D
G
50' P
R
I
V
A
T
E
R
O
W
ROA
D
H
50' P
R
I
V
A
T
E
R
O
W
ROA
D
I
50' P
R
I
V
A
T
E
R
O
W
R
O
A
D
K
5
0
'
P
R
I
V
A
T
E
R
O
W
2
0
'
P
R
I
V
A
T
E
A
L
L
E
Y
A
RO
A
D
E
50'
P
R
I
V
A
T
E
R
O
W
20' P
R
I
V
A
T
E
A
L
L
E
Y
B
R
O
A
D
R
5
0
'
P
R
I
V
A
T
E
R
O
W
50'
P
R
I
V
A
T
E
R
O
W
RO
A
D
B
50'
P
R
I
V
A
T
E
R
O
W
ROA
D
F
50' P
R
I
V
A
T
E
R
O
W
RO
A
D
C
50
'
P
R
I
V
A
T
E
R
O
W
ROA
D
D
50' P
R
I
V
A
T
E
R
O
W
ROA
D
J
50' P
R
I
V
A
T
E
R
O
W
20'
P
R
I
V
A
T
E
A
L
L
E
Y
C
RO
A
D
R
50'
P
R
I
V
A
T
E
R
O
W
R
O
A
D
T
5
0
'
P
R
I
V
A
T
E
R
O
W
S
L
E
D
G
E
R
D
V
A
R
I
A
B
L
E
W
I
D
T
H
P
R
I
V
A
T
E
R
O
W
WE
T
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WE
T
WET
WET
WE
T
WET
WE
T
WE
T
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WE
T
WET
WET
WE
T
WET
WE
T
WET
WE
T
WE
T
WET
WE
T
WET
WE
T
WE
T
WET
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WE
T
WET WET WET
WET
WE
T
WET
WET
WET
WET
WE
T
WE
T
WE
T
WET
WE
T
WE
T
WET
WET
WET
WE
T
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WETWETWET
WET
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WE
T
WET
WET
WET
WE
T
WET
WET
WET
WET
WETWE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET WET
WET
WET
WET
WET
WETWET
WET
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WE
T
WET
WET
WE
T
WETWET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WET
WE
T
WET
WE
T
WE
T
WET
WETWET
WETWET
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WE
T
WE
T
WET
WET
WET
WE
T
WET
WET
WET WET
WET
WET
WET
WE
T
WE
T
WETWE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WE
T
WET
WE
T
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WE
T
WET
WET
WET
WET
WET
WET
WE
T
WET
WET WET WET WET
WET
WET WET WET
WE
T
WE
T
WET
WET
WE
T
WE
T
WET
WE
T
WETWETWET
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WE
T
WET
WET
WET
WET
WET
WET
WET
WETWET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WET
WE
T
WET
WE
T
WE
T
WE
T
WE
T
WE
T
WE
T
WET
WE
T
VICINITY MAP
NOT TO SCALE
NORTH
140
SITE
HERMITAGE RD
RA PERFORMANCE RESIDENTIAL DIMENSIONAL DATA:
SITE DIMENSIONS PER PERFORMANCE RESIDENTIAL STANDARDS
MULTI-FAMILY APARTMENTS REQUIRED PER RA ZONING DISTRICT
PERIMETER SETBACK: 20' MIN; ALL LOCATIONS WILL EXCEED THIS BUFFER
BUILDING HEIGHT MAXIMUM: 40' HT MAX.
BUILDING SEPARATION 10' MIN.
FRONT SETBACK: 5' MIN
SIDE SETBACK: 5' MIN
REAR SETBACK:10' MIN.
SL
E
D
G
E
R
D
CR
O
W
A
T
A
N
R
D
CAS
T
L
E
H
A
Y
N
E
R
D
M
C
D
O
U
G
A
L
D
D
R
PRIVAT
E
PRIVATE
GE
T
A
L
L
O
A
K
S
D
R
I
V
E
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
I
N
A
R
Y
L
A
Y
O
U
T
:
FI
N
A
L
D
E
S
I
G
N
:
RE
L
E
A
S
E
D
F
O
R
C
O
N
S
T
:
PR
O
J
E
C
T
S
T
A
T
U
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
N
F
O
R
M
A
T
I
O
N
:
12
2
C
i
n
e
m
a
D
r
i
v
e
Wi
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
0
3
(9
1
0
)
7
9
1
-
6
7
0
7
(
O
)
(
9
1
0
)
7
9
1
-
6
7
6
0
(
F
)
NC
L
i
c
e
n
s
e
#
:
C
-
2
8
4
6
AH
E
JR
C
AH
E
1"
=
3
0
0
'
03
/
1
7
/
2
5
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
O
R
T
H
C
A
R
O
L
I
N
A
CA
S
T
L
E
H
A
Y
N
E
HI
L
T
O
N
B
L
U
F
F
S
PR
E
L
I
M
I
N
A
R
Y
P
L
A
N
-
P
H
A
S
E
1
23355.PE
Co
p
p
e
r
B
u
i
l
d
e
r
s
19
0
0
W
.
M
o
r
e
h
e
a
d
S
t
.
,
S
u
i
t
e
1
0
2
Ch
a
r
l
o
t
t
e
,
N
C
2
8
2
0
8
PH
A
S
E
1
S
E
C
T
.
2
A
S
I
T
E
P
L
A
N
RE
V
.
1
T
R
C
C
o
m
m
e
n
t
s
R
e
s
u
b
m
i
t
t
a
l
&
P
l
a
n
R
e
v
i
s
i
o
n
s
03
/
1
7
/
2
5
C-2.3
BR
O
A
D
W
A
T
E
R
B
R
A
N
C
H
SITE DATA:
TOTAL GROSS SITE ACREAGE:± 4,038.98 AC
WETLANDS
TOTAL WETLANDS WITHIN PROPERTY BOUNDARY:± 3,080.0 AC
iNCL:TOTAL SWAMP FOREST / POCOSIN WETLANDS: ± 3064.16 AC
TOTAL MARSH WETLANDS:± 5.9 AC
OTHER 404 WETLANDS:± 9.94 AC
CONSERVATION RESOURCE PRESERVATION REQUIREMENTS:
SWAMP FOREST & POCOSIN = + 3064.16 X 0.5 = + 1532.08 AC CONSERVED
MARSH = + 5.9 AC X 0.8 = + 4.72 AC CONSERVED
TOTAL CONSERVATION RESOURCE PRESERVATION REQUIRED:± 3,068.88 AC
TOTAL PERFORMANCE RESIDENTIAL CONSERVATION AREA PRESERVATION REQUIRED:± 3,070.06 AC
TOTAL CONSERVATION AREA PROVIDED :± 3,070.06 AC MIN.
CLASS IV SOILS
TOTAL POTENTIAL CLASS IV SOILS OUTSIDE OF WETLANDS:± 3.56 AC
(PENDING SITE SPECIFIC SOILS ANALYSIS)
ALLOWABLE DENSITY
TOTAL NET SITE ACREAGE (4038.98 AC - 5.9 AC MARSH - 3.56 AC CLASS IV SOIL):± 4,029.52 AC
TOTAL ALLOWABLE DENSITY (1 DU / NET AC): 4,029 UNITS MAX.
OPEN SPACE
PERFORMANCE RESIDENTIAL TOTAL REQUIRED OPEN SPACE: 807.80 AC (20% MIN.)
PROPOSED OPEN SPACE:
3,070.06 WETLAND CONSERVATION + 20.76 AC AMENITY CAMPUS = ± 3,090.82 AC MIN. OPEN SPACE (76.52% MIN.)
SITE OWNERSHIP INFORMATION
PROJECT LOCATION:SLEDGE ROAD AT CASTLE HAYNE ROAD
CASTLE HAYNE, NC 28429
PROPERTY OWNERS:SJM HILTON, LLC
BFM HILTON, LLC
ESW HILTON, LLC
DSF HILTON, LLC
JFM HILTON, LLC
PARCEL PINS & DEED BK: R00900-001-001-000 (23.01 AC)
R00900-001-002-000 (23.01 AC)
D.B. 6486, PG. 1782
ZONING, FLOOD ZONE & WETLAND INFORMATION
CURRENT ZONING:RA
PROPOSED USE:RESIDENTIAL
FUTURE LAND USE CLASSIFICATION:COMMUNITY MIXED USE, RURAL RESIDENTIAL, CONSERVATION
FLOOD INFORMATION:PORTIONS OF THE SUBJECT PARCELS ARE LOCATED IN ZONE AE 8 BFE AND ZONE X
– MINIMAL FLOOD RISK – AS SHOWN BY FEMA MAP NUMBERS 3720320200L,
3720321200L, 3720320100L, 3720322200L BEARING AN EFFECTIVE DATE OF JANUARY
17, 2025 AND 3720321100K, 3720322100K BEARING AN EFFECTIVE DATE OF AUGUST
28,2018.
WETLAND: INFORMATION:A WETLAND DELINEATION PREPARED BY SEGI ENGINEERING AND IS IN THE REVIEW
PROCESS.
N O R T HSCALE: 1"=300'
0 150 300 600 1200
GRAPHIC SCALE
SECONDARY
ACCESS;
SEE NOTES
C2.0
STORMWATER
FACILITY
TEMPORARY FIRE
TURN AROUND
SECONDARY
ACCESS;
SEE NOTES
C2.0
SIDEWALK, TYP
STORM SEWER, TYP
24
WATER LINE
SETBACKS
EASEMENTS
W W W
BUILDING HATCH
SANITARY SEWER MANHOLE
FIRE HYDRANT ASSEMBLY
LEGEND
STREETLIGHT
SANITARY SEWERSSSS
LOT LINE
EXISTING CONTOUR LINE
RIGHT-OF-WAY LINE
PHASE/SECTION LINES
PROPERTY LINE
FORCE MAINFMFM
PHASE DATA:
TOTAL PHASE 1 SINGLE FAMILY UNITS :647 LOTS PROPOSED
TOTAL PHASE 1 NET DEVELOPMENT AREA
(EXCLUDING WETLANDS):295.19 AC UPLANDS
TOTAL PHASE 1 LOT DEVELOPMENT AREA:217.93 AC UPLANDS
TOTAL DENSITY FOR PHASE 1 AREA:2.97 AC
ALL PHASE 1 LOTS ARE 130' DEEP; SEE PHASE LOT CALCULATIONS CHART FOR WIDTHS
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