HomeMy WebLinkAbout25280.PE Grays Harbor Preliminary Plan - TRC Set 021826GRISSOM
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WILMINGTON, NC 28403
GRAYS HARBOR
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
DISTRIBUTION CONSTRUCTION SERVICE
PH: 910-256-7258
DEP CSC PH: 1-800-452-2777
AT&T/BELL SOUTH
ATTN: CHRISSY COSTON
PH: 910-341-7664
TIME WARNER CABLE
PH: 910-763-4638
MYRTLE GROVE ROAD - NEW HANOVER COUNTY
SHEET INDEX
FEBRUARY 2026
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
NEW HANOVER COUNTY, NORTH CAROLINA
McADAMS HOMES, LLC
213 RACINE DRIVE, SUITE 100
WILMINGTON, NC 28403
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: TIM CLINKSCALE, PE (ENGINEERING)
ATTN: ALLISON ENGEBRETSON (LANDSCAPE)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JOSH TAYLOR, PLS
PROJECT # 25280.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
GRAYS HARBOR
SHEET NUMBER SHEET TITLE
PRELIMINARY PLANC-2.0
EXISTING CONDITIONSEX-1
FEBRUARY 2026
FOR
TRC DESIGN DOCUMENTS
PERFORMANCE RESIDENTIAL SUBDIVSION
McADAMS HOMES, LLC
213 RACINE DRIVE, SUITE 100
PRELIMINARY PLAN
VICINITY MAP
SCALE: 1" = 500'
TREE REMOVAL PLANL-1.0 - L-1.1
SITE
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COLCHESTER PLACE
60' RIGHT-OF-WAY (PUBLIC)
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TRACT SIZE
6.36 ACRES
N 46
°
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1
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E
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9
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(
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W
2
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7
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C3
C4
EIP
ECM
EIPP
BENCHMARK ELEVATION 24.76'
TOP OF EIR
N: 142,337.11'
E: 2,339,450.56'
REY F. AND MELANIE H. PHILIP
DEED BOOK: 4652, PAGE: 6
WATERFORD
SECTION 4 - REVISED
MAP BOOK: 19, PAGE: 7
LOT 2
LOT 1
FR
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LONG A. JR, PERRY
DEED BOOK: 5017, PAGE: 2799
LOT 11
LOT 10
LOT 9
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
CANBY OAKS
PERFORMANCE SUBDIVISION
MAP BOOK: 66, PAGE: 49-50
LOT 13
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OH
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TEL
C1
C2
S 63
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8'' WL 8'' WL 8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' W
L
8'' W
L
8'' W
L
SD
SD
DROP INLET
TOP GRATE: 25.30'
12"RCP (NW) INV: 23.21'
15"RCP (SW) INV: 20.43'
18"RCP (NE) INV: 20.32'
12"RCP INV: 23.47'
18"RCP INV: 23.24'
18"RCP INV: 23.30'
15"CMP INV: 23.31'
15"CMP INV: 23.43'
18"RCP INV: 23.02'
18"RCP INV: 23.13'
ASPHA
L
T
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A
V
E
M
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N
T
12"SGM
19"LLP
19"LLP
14"LLP 18"LLP13"WRO
12"SGM
12"SGM
15"LLP
14"LLP
16"LLP
16"LLP
15"LLP
21"LLP
13"WTO
21"LLP
12"ASH
12"WRO
11"ASH
15"LLP
10"ASH 13"ASH
15"LLP
14"LLP
12"LLP
12"LLP 12"ASH
15"SGM
11"SGM
16"LLP
17"LLP
16"LLP
16"LLP
18"LLP15"LLP
18"LLP
16"LLP
9"MAG
11"MAG
12"MAG 11"MAG
16"MAG
12"CHY
10"WRO
11"WTO
10"SGM
22"WRO
11"WRO
10"MAG
9"MAG
8"MAG
28"LLP
12"LLP
12"LLP
10"LVO
8"MAG
8"ASH
9"MAG
13"MAG
11"ASH
12"MAG14"SGM
12"MAG10"MAG 9"ASH
11"MAG
14"WRO
14"LLP
13"WRO
8"WRO10"WRO
9"WTO
8"MAG
13"ASH
12"ASH
13"ASH
10"ASH10"ASH
22"LLP
24"LLP15"LLP24"LLP
30"LLP 13"WTO
11"WRO
14"MAG 10"MAG
11"MAG
8"WRO
8"WRO
10"LVO
13"LLP
13"LLP
27"LLP
26"LLP12"LVO
11"MAG
11"WRO
9"MAG
8"WRO
11"WTO
8"SGM
9"SGM
8"SGM
13"MAG
20"LLP
14"LLP
22"LLP
20"LLP
8"MAG14"LLP
13"LLP
16"LLP 25"LLP
16"LLP
16"LLP
12"LLP
15"LLP
12"LLP
38"LLP 12"LLP
9"WTO
41"LLP
9"SGM
8"ASH
10"WRO
9"WRO31"LLP
18"LLP
16"SGM
11"SGM
9"SGM
11"SGM 12"WRO
9"MAG
10"ASH 11"ASH 8"ASH
10"ASH
11"ASH
9"ASH
10"MAG
9"MAG
12"MAG 9"ASH
14"SGM 10"SGM
13"LLP17"LLP
8"WRO9"WTO
13"MAG
8"MAG
TWIN
8"MAG
8"WRO
8"MAG
12"MAG
10"WRO
11"WTO
10"WTO
11"SGM
11"SGM 12"SGM
8"WTO
11"ASH
13"ASH
38"LLP14"LLP
15"SGM
11"ASH
9"ASH
11"MAG
12"MAG
11"MAG8"MAG
37"LLP19"LLP
37"LLP
12"LLP
8"MAG
12"MAG
9"MAG
TWIN
12"LVO
34"LLP
8"MAG
9"MAG
8"MAG
51"LVO
11"MAG
15"LLP
27"LLP
18"LLP26"LLP
14"LLP
8"MAG
8"MAG
10"MAG
8"MAG
18"SGM
14"SGM9"RDM
40"LLP
8"MAG
14"SGM
24"LLP
26"LLP 28"LLP
11"MAG
8"SGM
16"SGM
9"SGM11"SGM12"MAG
14"MAG
14"MAG
10"MAG
14"LLP
14"LLP
14"LLP
11"SGM
20"SGM
12"SGM
12"SGM
10"SGM
11"LVO 48"WRO
25"MAG 9"MAG
8"MAG
9"SGM
11"RDM
15"LLP
9"SGM
10"MAG12"WRO
8"MAG
9"WRO
14"WRO8"WRO
12"SGM
8"SGM
12"WRO30"SGM
12"WRO
8"MAG
13"LLP
16"LLP
12"LLP
12"LLP
21"LLP
40"LLP
30"LLP
27"LVO 9"LVO
9"LVO
12"LLP
20"PEC
16"PEC
12"RDM
10"RDM
12"WRO
30"LLP 34"LLP
13"LLP
9"WRO
15"PEC24"SGM
16"SGM
8"PEC
24"LLP
14"LLP
13"LLP
12"LLP
40"LLP
20"LLP
11"SGM
11"SGM
8"MAG
24"RDM
8"MAG
8"MAG
18"LLP
42"LLP
12"LLP
8"WRO
20"SGM
9"SGM
11"SGM
17"SGM
26"POP
8"MAG
8"MAG
12"SGM
24"SGM
16"MAG
11"MAG
12"WTC
48"LVO
8"MAG
TWIN
9"MAG15"WRO
13"MAG11"MAG
12"MAG
10"MAG
10"MAG
12"MAG
8"SGM 16"SGM
38"SGM 14"SGM
19"SGM
11"MAG
10"MAG
10"WRO
17"WRO
14"WRO
14"SGM
9"SGM 14"WRO
12"WRO
11"MAG
16"SGM15"SGM
17"SGM
29"LLP
12"LLP
24"SGM
16"LLP
24"SGM
12"SGM
14"SGM
15"SGM
18"LVO
10"MAG
12"MAG
9"MAG8"MAG
15"LLP
14"LLP14"LLP
12"MAG
9"RDM
14"MAG
13"MAG
15"MAG
17"MAG
18"SGM
15"SGM
14"MAG
10"MAG
24"SGM
18"SGM
12"SGM
12"SGM
14"MAG
19"MAG
14"LLP
13"LLP14"LLP
12"LLP
15"LLP
16"LLP
16"LLP
11"SGM
12"SGM
17"SGM 8"MAG
11"MAG
13"RDM
13"RDM
12"WRO
TWIN
8"MAG
15"LLP
12"LLP
15"LLP
21"LLP
10"SGM
12"SGM
11"SGM
10"SGM
12"SGM
10"MAG
9"MAG
8"MAG16"MAG
8"MAG
8"MAG
11"MAG
12"LLP15"LLP
13"LLP
15"LLP26"LLP
12"LLP
13"LLP
18"LLP
12"LLP
12"LLP
12"RDM
10"MAG
8"MAG
10"MAG
9"MAG
13"MAG
9"SGM
10"SGM
13"LLP
8"MAG
10"MAG
20"LLP
8"WRO
9"WRO
11"WRO
12"SGM9"WRO
8"WRO
8"SGM
8"WRO
11"LVO
8"LVO
15"WRO
9"SGM
14"SGM
10"SGM
12"MAG
10"MAG
14"MAG
10"WRO
16"LLP
8"WRO
CLUSTER
12"WRO
13"WRO
8"SGM
12"SGM
14"SGM
17"SGM
9"SGM
12"WRO
12"WRO
10"WRO
TRIPLE
10"WRO
15"MAG
11"WRO
13"LVO
12"LLP
10"WRO
12"MAG
9"SGM
11"SGM TWIN
9"MAG
TWIN
10"MAG
27"WRO
12"MAG
9"MAG
23"MAG
13"RDM
9"MAG
12"MAG
8"MAG 8"MAG
9"MAG36"SGM
10"SGM 13"SGM
16"SGM
12"WRO
10"MAG8"MAG
10"MAG
11"MAG9"MAG
13"MAG
10"LVO
21"SGM
15"SGM
8"MAG
13"MAG
TWIN
12"MAG
15"WRO
24"WRO14"WRO
11"MAG
12"RDM
9"MAG
16"WRO13"SGM
40"SGM
16"LLP
13"LLP 15"LLP
13"LLP
14"LLP
14"LLP
14"LLP
12"LLP
13"LLP
13"LLP
13"LLP
13"LLP
15"LLP
16"LLP16"LLP
14"LLP
14"LLP
15"LLP 14"LLP
13"LLP
16"LLP
14"LLP14"LLP 15"LLP
13"LLP
12"LLP
16"WRO
26"WRO
13"WRO
13"SGM
24"LVO
13"LLP
13"LLP
13"LLP
13"LLP
14"LLP
12"LLP
12"LLP
12"LLP
12"LLP
12"LLP
12"LLP
12"LLP
12"LLP
12"LLP 12"LLP
12"LLP
12"LLP
13"LLP
13"LLP
13"LLP
13"LLP
12"LLP
12"LLP
12"LLP
12"LLP
16"LLP
14"LLP
14"LLP
14"LLP
14"LLP
14"LLP
14"LLP
14"LLP
15"LLP
15"LLP
15"LLP
15"LLP
14"LLP
13"LLP
13"LLP
13"LLP
12"LLP
12"LLP
12"LLP
12"LLP
19"LLP15"LLP
35"LLP
15"LLP
24"LLP
24"LLP
22"LLP
15"LLP
13"LLP
13"SGM
11"SGM
14"WRO
13"LLP
8"LVO
8"WRO
9"SGM
9"SGM
8"SGM
10"SGM
11"WRO
9"SGM
10"SGM
8"SGM
11"SGM
14"LLP
16"LLP
11"LLP
12"LLP
15"LLP
11"SGM
10"SGM
14"LLP
23"LVO
28"LVO10"MAG
10"MAG
10"MAG
12"MAG
9"MAG
9"MAG
11"MAG
13"LLP
20"WRO
24"SGM
TWIN
8"MAG
TWIN
8"MAG
18"WRO
27"LLP
19"LLP
19"LLP
24"LLP
36"LLP
11"DGW11"DGW
CRM
CLUSTER
13"HOL
11"SGM
11"SGM
9"MAG
12"WRO
8"SGM
S 63
°
2
2
'
4
1
"
E
1
9
5
.
9
7
'
N 0
9
°
0
8
'
3
0
"
E
6
3
8
.
6
1
'
23"LLP
9"MAG
EIP14"LLP
9"MAG
EXISTING
CURB & GUTTER
CO
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A/C
CONCRETE
PAD
EX
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26.2'
41
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6
'
10
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1
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20.2'
SHED
51
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22.8'
3.4'
9.
8
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9.0'
16
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22.2'
19
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9
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WELL HOUSE
GR
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GR
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EIP
26
25
2
5
24
23
23
24
25
24
23
23
24
25
26
26
2
5
2
5
25
25
2
5
26
26
26
26
27
27
262624
24
25
2524
27
27
27
27
27
26
25
25
25
26
26
26
26
26
2
6
2
6
26
26
26
2
6
26
26
26
26
2
6
24 25 26
25 24 24 25
25
26 25 24
26
2524
2425
262625242425
25
25
24
25
24
25
26
24
25
24
25
23
24
25
24
25
26
26
25
26
2
6
26
82
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1
1
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25
24
24
25
25
25
24
25
25
24
26
26
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°
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1
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W
91
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9
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26
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53"LLP
10"WRO
10"WRO
8"ASH
10"MAG
22"LVO
10"TPOP
14"RDM
13"LLP
12"LLP
8"SGM
10"SGM
12"LLP
12"LLP
11"SGM
32"LLP
SS MH
RIM: 26.69'
10"DIP INV: 22.29'
SS MH
RIM: 26.91'
10"DIP INV: 23.12'
SS
SS
SS
6''
W
L
6'' W
L
6''
W
L
10'
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6
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4
9
25
25
25
25
25
2525
25
25
25
25
25
25
25
25
25
25
25
25
25
25
27
26
24
29
30
28 27
26
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CURVE TABLE
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
C1 1050.00'699.68'686.81'S 70°29'52" W 38°10'47"
C2 1120.16'63.32'63.31'N 88°47'34" W 3°14'20"
C3 1180.16'232.32'231.94'S 84°46'22" E 11°16'44"
C4 1110.00'680.94'670.31'N 72°00'48" E 35°08'55"
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:
DR
A
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CL
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:
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SITE DATA:
PROJECT NAME:GRAYS HARBOR
APPLICANT / OWNER:McADAMS HOMES, LLC
213 RACINE DRIVE, SUITE 100
WILMINGTON, NC 28403
PARCEL ID:R07612-001-001-000
PROJECT ACREAGE: ± 6.36 AC OR 276,869 SF
CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT)
PROPOSED USE:PERFORMANCE RESIDENTIAL
SURVEY INFORMATION:
TOPOGRAPHY, BOUNDARY, AND TREE SURVEY PREPARED BY
MICHAEL L. TACKETT, PLS. - GANNETT FLEMING TRANSYSTEMS, AND
PROVIDED DIGITALLY TO PARAMOUNTE ENGINEERING, INC.
VICINITY MAP
SCALE: 1" = 500'
SITE
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
EX-1
02
/
0
3
/
2
6
1"
=
4
0
'
BS
R
BW
S
GR
M
WET
SUBDIVISION BOUNDARY
LEGEND
WETLAND
RIGHT OF WAY
SPECIAL FLOOD HAZARD AREA100-YR100-YR
ADJACENT PROPERTY LINE
CONTOUR LINE
25
EXISTING TREE 14"MAG
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
63
.
5
'
130.0'
130.0'
53
.
5
'
71
.
0
'
130.0'
130.0'
52
.
1
'
130.0'
130.0'
71
.
0
'
52
.
1
'
130.
0
'
71
.
0
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130.0'
52
.
1
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0
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.
9
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5
.
0
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5
.
9
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5
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1
2
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.
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7
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53.0'
1
2
6
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2
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2
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.
0
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54.1'
1
2
5
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4
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6
.
2
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30.5'
39.
6
'
135.0
'
5
9
.
6
'
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'
12.7'
5
0
.
7
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'
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6
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3
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6
'
101
.
6
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W
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W
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FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
FM
FM
FM
FM
FM
F
M
F
M
FM
FM
FM
FM
FM
2
1
3
4
5
6
7
8
9
10
11
12
13
14
1516
7,574 SF
7,941 SF
7,943 SF
7,944 SF
9,019 SF
6,903 SF
6,436 SF
6,777 SF
8,196 SF
7,288 SF
7,131 SF
6,982 SF
7,969 SF
8,272 SF
7,883 SF
7,794 SF
1
1
5
.
0
'
68.
9
'
11
5
.
0
'
12
5
.
1
'
86.
3
'
52.
2
'
60.5
'
1
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65.6
'
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COLCHESTER PLACE
60' RIGHT-OF-WAY (PUBLIC)
SH
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C3
C4
REY F. AND MELANIE H. PHILIP
DEED BOOK: 4652, PAGE: 6
WATERFORD
SECTION 4 - REVISED
MAP BOOK: 19, PAGE: 7
LOT 2
LOT 1
FR
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1
1
2
LONG A. JR, PERRY
DEED BOOK: 5017, PAGE: 2799
LOT 11
LOT 10
LOT 9
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
CANBY OAKS
PERFORMANCE SUBDIVISION
MAP BOOK: 66, PAGE: 49-50
LOT 13
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
O
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TEL
>
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8'' WL 8'' WL 8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' W
L
8'' W
L
8'' W
L
SD
SD
12"SGM
19"LLP
19"LLP
14"LLP 18"LLP
12"SGM
16"LLP
15"LLP
15"SGM
18"LLP
18"LLP
16"LLP
9"MAG
11"MAG
12"CHY
22"WRO
11"WRO
10"MAG
9"MAG
8"MAG
28"LLP
11"WTO
TWIN8"MAG
8"WRO
8"MAG
13"ASH
15"SGM
11"ASH
9"ASH
11"MAG
12"MAG
11"MAG8"MAG
37"LLP19"LLP
37"LLP
12"MAG
TWIN12"LVO
34"LLP
12"MAG
14"MAG
14"MAG
10"MAG
14"LLP
14"LLP
14"LLP
11"SGM
20"SGM
12"SGM
12"SGM
10"SGM
11"LVO 48"WRO
25"MAG 9"MAG
8"MAG
11"RDM
15"LLP
20"PEC
16"PEC
12"RDM
10"RDM
12"WRO
30"LLP 34"LLP
13"LLP
9"WRO
15"PEC24"SGM
16"SGM8"MAG
8"MAG
16"SGM15"SGM
17"SGM
11"SGM
12"SGM
8"MAG
8"LVO
9"SGM
14"SGM
10"SGM
12"MAG
14"MAG16"LLP
14"SGM
17"SGM
9"SGM
12"WRO
12"WRO
15"MAG
11"WRO
12"LLP
36"SGM
16"SGM
12"WRO
10"MAG8"MAG
10"MAG
11"MAG9"MAG
13"MAG
10"LVO
8"MAG
13"MAG
15"WRO
24"WRO14"WRO
11"MAG
9"MAG
16"WRO
12"LLP
16"WRO
26"WRO
13"SGM
24"LVO
13"LLP
12"LLP
13"LLP
12"LLP13"SGM
11"SGM
8"LVO
8"WRO
12"WRO
8"SGM
23"LLP
26
25
2
5
24
23
23
24
25
24
23
23
24
25
26
26
2
5
2
5
25
25
2
5
2
6
26
26
26
27
27
262624
24 25
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27
27
27
27
27
26
25
25
25
26
26
26
2
6
26
2
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2
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26
26
2
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26
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25242425262625242425
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26
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25
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26
25
26
2
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24
25
25
25
24
25
25
24
26
26
26
26
10"WRO
13"LLP
32"LLP
SS
SS
SS
6'' W
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6''
W
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STORMWATER FACILTY
± 20,475 SF
STORMWATER FACILTY
± 19,905 SF
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SITE DATA:
PROJECT NAME:GRAYS HARBOR
APPLICANT / OWNER:McADAMS HOMES, LLC
213 RACINE DRIVE, SUITE 100
WILMINGTON, NC 28403
PARCEL ID:R07612-001-001-000
PROJECT ACREAGE: ± 6.36 AC OR 276,869 SF
CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT)
PROPOSED USE:PERFORMANCE RESIDENTIAL
FLOOD INFORMATION:
1.THIS SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA, AS
SHOWN ON FEMA FLOOD MAP NO. 3720313400K BEARING AN
EFFECTIVE DATE AUGUST 28, 2018.
DEVELOPMENT DATA:
MAXIMUM DENSITY:2.5 DU/AC
MAXIMUM UNITS:16 UNITS (6.36 AC X 2.5)
PROVIDED UNITS:16 UNITS
PROVIDED DENSITY:2.5 DU/AC
REQUIRED OPEN SPACE:1.27 AC (6.36 AC X 20%)
PROVIDED OPEN SPACE:2.57 AC (40.4% OF SITE)
SETBACKS:
1.BUILDINGS ON THE PERIHERY OF THE DEVELOPMENT SHALL BE
SETBACK A MINIMUM OF 20 FEET.
2.SINGLE FAMILY DWELLINGS SHALL BE SPACED A MINIMUM OF 10
FEET FROM EACH OTHER.
SIGNAGE NOTE:
1.SIGNAGE TO BE PERMITTED SEPARATELY AND SHALL COMPLY
WITH SECTION 5.6 OF THE UDO.
TRAFFIC NOTE:
1.PROPOSED DEVELOPMENT EXPECTED TO GENERATE LESS
THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS
NOT REQUIRED.
WETLAND NOTE:
1.ON SITE WETLANDS ARE UNDER EVALUATION.
UTILITY NOTE:
1.WATER AND SEWER SERVICES TO BE COORDINATED WITH CAPE
FEAR PUBLIC UTILITY AUTHORITY.
STREETLIGHT NOTE:
1.STREETLIGHTS SHOWN ARE PRELIMINARY. FINAL LIGHTING
DESIGN TO BE COMPLETED BY DUKE ENERGY.
24'
1/2" PER FT1/4" PER FT SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
45 FT R/W
IN ACCORDANCE
1/4" PER FT
6" STONE
UNDER CURBING
SURFACE & BASE
4.5'
SIDEWALK
9.5'5'1'
1'1'
PROJECT ROAD NOTES:
1.ALL ROADS WILL BE PRIVATE RIGHTS OF WAY CONSTRUCTED TO
NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS.
2.ALL INTERNAL ROADWAY INTERSECTIONS WILL HAVE A 25' MINIMUM
RADIUS AND CONNECTIONS TO EXISTING ROADWAYS WILL HAVE A 30'
MINIMUM RADIUS.
3.STREET NAMES SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS
ARE ACCESSIBLE BY VEHICLE TRAFFIC.
4.ADDRESSING WILL COMPLY WITH LOCAL REQUIREMENTS.
WITH NCDOT STANDARDS
5' SIDEWALK, TYP.
MAIL KIOSK AREA
AND PULL OFF
VICINITY MAP
SCALE: 1" = 500'
SITE
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
SI
T
E
P
L
A
N
C-2.0
02
/
1
8
/
2
6
1"
=
4
0
'
BW
S
BW
S
TG
C
STREETLIGHT, TYP.
WET
WATER LINE
PROPOSED SETBACKS
W W W
FIRE HYDRANT ASSEMBLY
LOT LINE
SUBDIVISION BOUNDARY
LEGEND
STREETLIGHT
WETLAND
RIGHT OF WAY
SEWER FORCE MAINFMFM
SPECIAL FLOOD HAZARD AREA100-YR100-YR
ADJACENT PROPERTY LINE
OPEN SPACE
EXISTING TREE TO BE RETAINED
CONTOUR LINE25
19'
19'
45
'
45
'
45'
8'
50'
FIRE HYDRANT, TYP.
430'
AASHTO SIGHT
DISTANCE TRIANGLES
14"MAG
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
STORMWATER FACILTY
± 20,475 SF
STORMWATER FACILTY
± 19,905 SF
W
W
W
W
W
W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
F
M
F
M
F
M
FM
FM
FM
FM
FM
F
M
F
M
FM
FM
FM
FM
FM
2
1
3
4
5
6
7
8
9
10
11
12
13
14
1516
7,574 SF
7,941 SF
7,943 SF
7,944 SF
9,019 SF
6,903 SF
6,436 SF
6,777 SF
8,196 SF
7,288 SF
7,131 SF
6,982 SF
7,969 SF
8,272 SF
7,883 SF
7,794 SF
GRIS
S
O
M
R
O
A
D
-
S
.
R
.
1
5
2
0
60' P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
COLCHESTER PLACE
60' RIGHT-OF-WAY (PUBLIC)
SH
A
R
P
A
C
O
R
N
C
O
U
R
T
45'
R
I
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H
T
-
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F
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A
Y
(
P
R
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V
A
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)
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W
A
Y
(
P
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I
V
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)
S
0
6
°
4
7
'
3
3
"
W
2
2
7
.
7
8
'
C3
C4
REY F. AND MELANIE H. PHILIP
DEED BOOK: 4652, PAGE: 6
WATERFORD
SECTION 4 - REVISED
MAP BOOK: 19, PAGE: 7
LOT 2
LOT 1
FR
A
N
K
A
.
S
R
,
A
N
D
M
A
R
Y
D
.
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A
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DE
E
D
B
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K
:
5
6
8
2
,
P
A
G
E
:
1
1
2
LONG A. JR, PERRY
DEED BOOK: 5017, PAGE: 2799
LOT 11
LOT 10
LOT 9
LOT 12
LOT 13
LOT 14
LOT 15
LOT 16
CANBY OAKS
PERFORMANCE SUBDIVISION
MAP BOOK: 66, PAGE: 49-50
LOT 13
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE OHE
OH
E
TEL
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
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>
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>
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>
>
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8'' WL 8'' WL 8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' WL
8'' W
L
8'' W
L
8'' W
L
SD
SD
12"SGM
19"LLP
19"LLP
14"LLP 18"LLP13"WRO
12"SGM
12"SGM
15"LLP
14"LLP
16"LLP
16"LLP
15"LLP
21"LLP
13"WTO
21"LLP
12"ASH
12"WRO
11"ASH
15"LLP
10"ASH 13"ASH
15"LLP
14"LLP
12"LLP
12"LLP 12"ASH
15"SGM
11"SGM
16"LLP
17"LLP
16"LLP
16"LLP
18"LLP15"LLP
18"LLP
16"LLP
9"MAG
11"MAG
12"MAG 11"MAG
16"MAG
12"CHY
10"WRO11"WTO
10"SGM
22"WRO
11"WRO
10"MAG
9"MAG
8"MAG
28"LLP
12"LLP
12"LLP
10"LVO
8"MAG
8"ASH
9"MAG
13"MAG
11"ASH
12"MAG14"SGM
12"MAG10"MAG 9"ASH
11"MAG
14"WRO
14"LLP
13"WRO
8"WRO10"WRO
9"WTO
8"MAG
13"ASH
12"ASH
13"ASH
10"ASH10"ASH
22"LLP
24"LLP15"LLP24"LLP
30"LLP 13"WTO
11"WRO
14"MAG 10"MAG
11"MAG
8"WRO
8"WRO
10"LVO
13"LLP
13"LLP
27"LLP
26"LLP12"LVO
11"MAG
11"WTO
11"SGM
10"ASH 11"ASH 8"ASH
10"ASH
11"ASH
9"ASH
10"MAG
9"MAG
12"MAG 9"ASH
14"SGM 10"SGM
13"LLP17"LLP
8"WRO9"WTO
13"MAG
8"MAG
TWIN
8"MAG
8"WRO
8"MAG
12"MAG
10"WRO
11"WTO
10"WTO
11"SGM
11"SGM 12"SGM
8"WTO
11"ASH
13"ASH
38"LLP14"LLP
15"SGM
11"ASH
9"ASH
11"MAG
12"MAG
11"MAG8"MAG
37"LLP19"LLP
37"LLP
12"MAG
TWIN
12"LVO
34"LLP
8"MAG
14"SGM
24"LLP
26"LLP
11"MAG
8"SGM
16"SGM
9"SGM11"SGM12"MAG
14"MAG
14"MAG
10"MAG
14"LLP
14"LLP
14"LLP
11"SGM
20"SGM
12"SGM
12"SGM
10"SGM
11"LVO 48"WRO
25"MAG 9"MAG
8"MAG
9"SGM
11"RDM
15"LLP
9"SGM
10"MAG12"WRO
8"MAG
9"WRO
14"WRO8"WRO
12"SGM
8"SGM
12"WRO30"SGM
12"WRO
8"MAG
13"LLP
16"LLP
12"LLP
12"LLP
9"LVO
9"LVO
12"LLP
20"PEC
16"PEC
12"RDM
10"RDM
12"WRO
30"LLP 34"LLP
13"LLP
9"WRO
15"PEC24"SGM
16"SGM
8"PEC
24"LLP
24"RDM
8"MAG
8"MAG
18"LLP
42"LLP
12"LLP
8"WRO
20"SGM
9"SGM
11"SGM
17"SGM
26"POP
8"MAG
8"MAG
12"SGM
24"SGM
16"MAG
11"MAG
12"WTC
13"MAG11"MAG
12"MAG
14"SGM
19"SGM
10"MAG
10"WRO
17"WRO 16"SGM15"SGM
17"SGM
29"LLP
12"LLP
24"SGM
16"LLP
11"SGM
12"SGM
8"MAG
12"SGM
11"SGM
10"SGM
12"SGM
10"MAG
9"MAG
8"MAG16"MAG
8"MAG
8"MAG
11"MAG
12"LLP15"LLP
13"LLP
15"LLP26"LLP
12"LLP
13"LLP
18"LLP
12"LLP
12"LLP
12"RDM
9"MAG
13"MAG
8"MAG
10"MAG
20"LLP
8"WRO
9"WRO
11"WRO
12"SGM9"WRO
8"WRO
8"SGM
8"WRO
11"LVO
8"LVO
15"WRO
9"SGM
14"SGM
10"SGM
12"MAG
10"MAG
14"MAG
10"WRO
16"LLP
8"WRO
CLUSTER
12"WRO
13"WRO
8"SGM
12"SGM
14"SGM
17"SGM
9"SGM
12"WRO
12"WRO
10"WRO
TRIPLE
10"WRO
15"MAG
11"WRO
13"LVO
12"LLP
10"WRO
12"MAG
9"SGM
11"SGM TWIN
9"MAG
TWIN
10"MAG
27"WRO
12"MAG
9"MAG
13"RDM
9"MAG
12"MAG
8"MAG
36"SGM
10"SGM 13"SGM
16"SGM
12"WRO
10"MAG8"MAG
10"MAG
11"MAG9"MAG
13"MAG
10"LVO
21"SGM
15"SGM
8"MAG
13"MAG
15"WRO
24"WRO14"WRO
11"MAG
12"RDM
9"MAG
16"WRO13"SGM
40"SGM
12"LLP
16"WRO
26"WRO
13"WRO
13"SGM
24"LVO
13"LLP
12"LLP
12"LLP
12"LLP
12"LLP
12"LLP
14"LLP
13"LLP
13"LLP
12"LLP
12"LLP
19"LLP15"LLP
24"LLP
15"LLP
13"SGM
11"SGM
14"WRO
13"LLP
8"LVO
8"WRO
9"SGM
9"SGM
8"SGM
10"SGM
14"LLP
12"LLP
15"LLP
11"SGM
10"SGM
14"LLP
13"LLP
9"MAG
12"WRO
8"SGM
23"LLP
9"MAG
14"LLP
9"MAG
26
25
25
24
23
23
24
25
24
23
23
24
25
26
26
2
5
2
5
25
25
2
5
2
6
26
26
26
27
27
262624
24
25
2524
27
27
27
27
27
26
25
25
25
26
26
26
2
6
26
2
6
2
6
26
26
26
2
6
26
26
26
26
26
24 25 26
25 24 24 25
25
26 25 24
26
25242425
262625242425
25
25
24
25
24
25
26
24
25
24
25
23
24
25
24
25
26
26
25
26
2
6
26
25
24
24
25
25
25
24
25
25
24
26
26
26
26
53"LLP
10"WRO
10"WRO
8"ASH14"RDM
13"LLP
12"LLP
8"SGM
10"SGM
12"LLP
12"LLP
11"SGM
32"LLP
SS
SS
SS
6''
W
L
6''
W
L
6''
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10'
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(
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NC
L
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n
s
e
#
:
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PR
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SITE DATA:
PROJECT NAME:GRAYS HARBOR
APPLICANT / OWNER:McADAMS HOMES, LLC
213 RACINE DRIVE, SUITE 100
WILMINGTON, NC 28403
PARCEL ID:R07612-001-001-000
PROJECT ACREAGE: ± 6.36 AC OR 276,869 SF
CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT)
PROPOSED USE:PERFORMANCE RESIDENTIAL
VICINITY MAP
SCALE: 1" = 500'
SITE
0 20 40 80 160
SCALE: 1"=40'
GRAPHIC SCALE
NA
D
8
3
(
2
0
1
1
)
TR
E
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R
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M
O
V
A
L
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L
A
N
L-1.0
02
/
1
8
/
2
6
1"
=
4
0
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BW
S
BW
S
TG
C
TREE RETENTION:
1.REMOVAL OF SIGNIFICANT AND SPECIMEN TREES SHALL BE
MITIGATED IN ACCORDANCE WITH COUNTY STANDARDS.
2.PLEASE REFER TO SHEET L-1.1 FOR TREE RETENTION
CALCULATIONS.
LEGEND
TREE TO BE RETAINED
TREE TO BE REMOVED
TREE PROTECTION
FENCING
14"LLP
8"SGM
TREE TO BE
RETAINED, TYP.
TREE TO BE
REMOVED, TYP.
TREE PROTECTION
FENCING, TYP.
AASHTO SIGHT
DISTANCE TRIANGLES
GRISSO
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7
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7
(
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#
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PR
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C
T
I
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N
SITE DATA:
PROJECT NAME:GRAYS HARBOR
APPLICANT / OWNER:McADAMS HOMES, LLC
213 RACINE DRIVE, SUITE 100
WILMINGTON, NC 28403
PARCEL ID:R07612-001-001-000
PROJECT ACREAGE: ± 6.36 AC OR 276,869 SF
CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT)
PROPOSED USE:PERFORMANCE RESIDENTIAL
VICINITY MAP
SCALE: 1" = 500'
SITE
TR
E
E
R
E
M
O
V
A
L
P
L
A
N
L-1.1
02
/
1
8
/
2
6
1"
=
4
0
'
BW
S
BW
S
TG
C