HomeMy WebLinkAboutConcept PlanSITE
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331
331
J. WALL
10/01/2025
BI
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72553
FO
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PU
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
C0.0
CO
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R
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H
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89
WILMINGTON, NC 28405
310 N KERR AVENUE
JOHNATHAN W. WASHBURN
BIG APPLE RV RESORT
R-15
SPECIAL USE PERMIT
VICINITY MAP
NEW HANOVER COUNTY, NORTH CAROLINA
BIG APPLE RV RESORT
PROPOSED USE:
PROJECT:
SITE DATA
ENGINEER:
TOTAL SITE AREA:
PROPERTY LOCATION:
DEVELOPER (APPLICANT):
TOWNSHIP:
CAMPGROUND/RECREATIONAL VEHICLE PARK
JOHN WALL, PE
PHONE: 910-746-1144
WILMINGTON, NC 28403
430 EASTWOOD ROAD
TIMMONS GROUP
EMAIL: JOHN.WALL@TIMMONS.COM
34.309329, -77.783789
UNINCORPORATED NEW HANOVER COUNTY
27.32 ACRES
EXISTING ZONING:
EXISTING USE:VACANT
PROPOSED NUMBER OF RESIDENCES:
PARCEL IDS:R02900-001-009-000 (15.99 AC)
PROPERTY OWNERS:
1"=500'
89 PULL-THROUGH RECREATIONAL VEHICLE CAMPSITES WITH MANAGER'S OFFICE AND AMENITY BUILDING
TYPE OF WORK:
MARKET STREET
PARTNERS, LLC
WILMINGTON, NC 28403
PID: R02900-001-009-000
D.B.4979, PG 2808
ZONING: R-15
AREA: 15.99 AC
HBD PARTNERS LLC
WILMINGTON, NC 28403
PID: R02900-001-008-000
D.B.6656, PG 1153
ZONING: R-15
AREA: 1.53 AC
PHONE: 910.352.2846
1" = 500'
R02900-001-008-000 (1.53 AC)
R02900-001-070-000 (2.89 AC)
R02800-001-162-001 (6.91 AC)
WILMINGTON, NC 28403
MARKET STREET PARTNERS, LLC
WILMINGTON, NC 28403
HBD PARTNERS LLC
HBD PARTNERS LLC
WILMINGTON, NC 28403
PID: R02900-001-070-000
D.B.6569, PG 2959
ZONING: R-15
AREA: 2.89 AC
HBD PARTNERS LLC
WILMINGTON, NC 28403
PID: R02800-001-162-001
D.B.6569, PG 2959
ZONING: R-15
AREA: 6.91 AC
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS
C2.0 OVERALL SITE AND UTILITY PLAN
IRS
IRS
IRS
IRS
IRS
IRS
IRS
262.9
9
'
150.0
5
'
NCDOT RW DISC
NCDOT RW DISC
IRF 1/2"
IPF 1"
IRF 1/2"
IRF 1/2"
NCDOT RW DISC
NCDOT RW DISC
NCDOT RW DISC
IRF W/ DISC
S6
4
°
0
1
'
4
8
"
E
29
9
.
4
4
'
N45°37'40"E
1
1
2
0
.
9
5
'
S44°28'51"W
3
4
6
.
2
4
'
N86°37'49"E 591.13' Total
56.46'273.46'
261.21'
S
4
1
°
2
5
'
5
4
"
E
1
8
7
.
0
5
'
N44°04'18"E
142.07' (T
i
e
)
N
4
1
°
5
0
'
4
2
"
W
4
3
0
.
7
4
'
N
4
2
°
0
4
'
0
6
"
W
7
1
3
.
4
3
'
N
4
2
°
0
4
'
0
6
"
W
1
2
3
2
.
9
2
'
S
4
8
°
4
0
'
3
0
"
E
7
9
9
.
6
9
'
C1
C
2
C3
L1
L2
L3
L4
L5
1
49.20
GPS 1 R/C
2
55.35
GPS 2 R/C
50
55
60
5
5
5
5
55
5
0
55
4
6 47
48
48
47
46
48 49
49
50 51
52
53
51
51
5
0
48
5
0
50
5
1
5
2
53 5
4
5
5
5
5
50
49
48
47
44
45
5
0
4
8
5
0
49
4
8
4
7
46
4
8
45
54
46
49
51
48 49
46
48
IRS
IRS
IRS
IRS
IRS
IRS
IRS
262.9
9
'
150.0
5
'
NCDOT RW DISC
NCDOT RW DISC
IRF 1/2"
IPF 1"
IRF 1/2"
IRF 1/2"
NCDOT RW DISC
NCDOT RW DISC
NCDOT RW DISC
IRF W/ DISC
S6
4
°
0
1
'
4
8
"
E
29
9
.
4
4
'
N45°37'40"E
1
1
2
0
.
9
5
'
S44°28'51"W
3
4
6
.
2
4
'
N86°37'49"E 591.13' Total
56.46'273.46'
261.21'
S
4
1
°
2
5
'
5
4
"
E
1
8
7
.
0
5
'
N44°04'18"E
142.07' (T
i
e
)
N
4
1
°
5
0
'
4
2
"
W
4
3
0
.
7
4
'
N
4
2
°
0
4
'
0
6
"
W
7
1
3
.
4
3
'
N
4
2
°
0
4
'
0
6
"
W
1
2
3
2
.
9
2
'
S
4
8
°
4
0
'
3
0
"
E
7
9
9
.
6
9
'
C1
C
2
C3
L1
L2
L3
L4
L5
1
49.20
GPS 1 R/C
2
55.35
GPS 2 R/C
100001
49.09
AERIAL PANEL SET
100002
55.43
AERIAL PANEL SET
100003
58.24
AERIAL PANEL SET
100004
59.91
AERIAL PANEL SET
100007
51.39
AERIAL PANEL SET
100008
48.87
AERIAL PANEL SET
LOT LINE TO
BE VACATED
EXISTING WETLANDS
(TYP.)
EXISTING WETLANDS
(TYP.)
EXISTING WETLANDS
(TYP.)
LOT LINE TO
BE VACATED
OPEN WATER
LOT LINE TO
BE VACATED
NC DEPT. OF TRANSPORTATION
DB 2719, PG 495
PARID: R02800-001-162-000
DYC LLC
DB 6662, PG 1246
PARID:
R02800-001-098-000
Foy Shelton Thornton
Testamentary Trust B
DB 4924, PG 351
PARID: R02900-001-007-000
Foy Shelton Thornton
Testamentary Trust B
DB 4924, PG 351
PARID: R02900-001-005-000
STEPHENS POINT LLC
DB 5803, PG 2349
MB 59, PG 18
PARID: R02900-001-073-000
MARKET STREET PARTNERS LLC
DB 4979, PG 2808
PARID: R02900-001-009-000
AREA: 16.54 Acres
H
B
D
P
A
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T
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R
S
L
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C
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B
6
6
5
6
,
P
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1
1
5
3
P
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:
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0
2
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0
0
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0
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8
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8
1
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HBD PARTNERS LLC
DB 6569, PG 2959
PARID:
R02900-001-062-001
AREA: 7.31 Acres
STE
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LINE TABLE
LINE
L1
L2
L3
L4
L5
BEARING
S47°12'44"W
S18°43'02"W
S18°43'02"W
S28°01'44"W
S28°01'44"W
LENGTH
74.39'
8.38'
203.70'
36.11'
221.76'
CURVE TABLE
CURVE
C1
C2
C3
DELTA
31°02'21"
10°43'13"
9°16'56"
RADIUS
1295.93'
1300.52'
1300.52'
LENGTH
702.05'
243.33'
210.69'
TANGENT
359.87'
122.02'
105.58'
CHORD BEARING
S60°50'23"W
S36°40'43"W
S26°40'38"W
CHORD
693.49'
242.98'
210.46'
LINE TABLE
LINE
L1
L2
L3
L4
L5
BEARING
S47°12'44"W
S18°43'02"W
S18°43'02"W
S28°01'44"W
S28°01'44"W
LENGTH
74.39'
8.38'
203.70'
36.11'
221.76'
CURVE TABLE
CURVE
C1
C2
C3
DELTA
31°02'21"
10°43'13"
9°16'56"
RADIUS
1295.93'
1300.52'
1300.52'
LENGTH
702.05'
243.33'
210.69'
TANGENT
359.87'
122.02'
105.58'
CHORD BEARING
S60°50'23"W
S36°40'43"W
S26°40'38"W
CHORD
693.49'
242.98'
210.46'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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No
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S
a
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d
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e
r
331
331
J. WALL
10/01/2025
BI
G
A
P
P
L
E
R
V
R
E
S
O
R
T
NE
W
H
A
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I
N
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72553
FO
R
R
E
V
I
E
W
PU
R
P
O
S
E
S
O
N
L
Y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
C1.0
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
1" = 100'
0
SCALE 1"=100'
200'100'
NA
D
8
3
LEGEND
WETLANDS
BOUNDARY
OPEN WATER
SIGNIFICANT TREE
DOCUMENTED TREE
50
55
60
5
5
5
5
55
5
0
55
4
6 47
48
48
47
46
48 49
49
50 51
52
53
51
51
5
0
48
5
0
50
5
1
5
2
53 5
4
5
5
5
5
50
49
48
47
44
45
5
0
4
8
5
0
49
4
8
4
7
46
4
8
45
54
46
49
51
48 49
46
48
IRS
IRS
IRS
IRS
262.9
9
'
150.0
5
'
NCDOT RW DISC
NCDOT RW DISC
IRF 1/2"
IPF 1"
IRF 1/2"
IRF 1/2"
NCDOT RW DISC
NCDOT RW DISC
NCDOT RW DISC
IRF W/ DISC
S6
4
°
0
1
'
4
8
"
E
29
9
.
4
4
'
N45°37'40"E
1
1
2
0
.
9
5
'
N44°04'18"E
142.07' (T
i
e
)
N
4
2
°
0
4
'
0
6
"
W
1
2
3
2
.
9
2
'
S
4
8
°
4
0
'
3
0
"
E
7
9
9
.
6
9
'
C1
C
2
C3
L1
L2
L3
L4
L5
1
49.20
GPS 1 R/C
2
55.35
GPS 2 R/C
IRS
IRS
IRS
IRS
262.9
9
'
150.0
5
'
NCDOT RW DISC
NCDOT RW DISC
IRF 1/2"
IPF 1"
IRF 1/2"
IRF 1/2"
NCDOT RW DISC
NCDOT RW DISC
NCDOT RW DISC
IRF W/ DISC
S6
4
°
0
1
'
4
8
"
E
29
9
.
4
4
'
N45°37'40"E
1
1
2
0
.
9
5
'
N44°04'18"E
142.07' (T
i
e
)
N
4
2
°
0
4
'
0
6
"
W
1
2
3
2
.
9
2
'
S
4
8
°
4
0
'
3
0
"
E
7
9
9
.
6
9
'
C1
C
2
C3
L1
L2
L3
L4
L5
IRS
IRS
IRS
IRS
262.9
9
'
150.0
5
'
NCDOT RW DISC
NCDOT RW DISC
IRF 1/2"
IPF 1"
IRF 1/2"
IRF 1/2"
NCDOT RW DISC
NCDOT RW DISC
NCDOT RW DISC
IRF W/ DISC
S6
4
°
0
1
'
4
8
"
E
29
9
.
4
4
'
N45°37'40"E
1
1
2
0
.
9
5
'
N44°04'18"E
142.07' (T
i
e
)
N
4
2
°
0
4
'
0
6
"
W
1
2
3
2
.
9
2
'
S
4
8
°
4
0
'
3
0
"
E
7
9
9
.
6
9
'
C1
C
2
C3
L1
L2
L3
L4
L5
1
49.20
GPS 1 R/C
2
55.35
GPS 2 R/C
17
16
50' EXISTING TREE
RETENTION BUFFER (TYP.)
SEE NOTE 4
1
2
3
4
5
6
7
8
9
10
11
20
21
22
23
3031323334
35
36
3839
40
41
42
37
43
44
47
46
45
62
61
52
53
29 28
27
26
25
24
68
67
54
55
56
57
58
59
60
63
64
65
66
19
18
17
16
15
14
13
12
8189
88
87
86
85
84
8382
75
76
77
78
79
69
70
71
72
73
74
80
8''W
S
S
S
PS
48 49 50 51
SAN
F
M
FM
SAN
SAN
SAN
S
A
N
S
A
N
W
W
W
W
W
8" FIRE LINE
FM
FM
W
W
W
W
W
W
W
W
SAN
SAN
SAN
0.43 AC. OPEN SPACE
20' TYPE A
TRANSITIONAL BUFFER
20' TYPE A
TRANSITIONAL BUFFER
AMENITY BUILDING
20' TYPE A TRANSITIONAL BUFFER
8" FIRE LINE
POOL
(TO BE DESIGNED AND
PERMITTED BY OTHERS)
ROUNDABOUT
MANAGER'S OFFICE
20' TYPE A TRANSITIONAL BUFFER
DOMESTIC WATER
METER AND BACKFLOW
PREVENTER
SEWAGE DUMPING STATION
20' ONE-WAY
PAVED ROAD
40' PUBLIC STREET
SETBACK
40' PUBLIC STREET SETBACK
APPROXIMATE CENTERLINE
OF EXISTING STEPHENS
CHURCH ROAD
12' ONE-WAY GRAVEL
PULL THROUGH (TYP.)
20' ONE-WAY
PAVED ROAD (TYP.)
SEE TYPICAL SECTION HEREON
APPROXIMATELY ±0.11 ACRES
OF WETLAND IMPACTS
50' EXISTING TREE
RETENTION BUFFER (TYP.)
SEE NOTE 4
17
16
OPEN WATER
WETLANDS
WETLANDS
WETLANDS
STE
P
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(
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APPROX. LOCATION OF
EXISTING FIRE HYDRANT
APPROX. LOCATION OF
EXISTING 8" WATER MAIN
APPROX. LOCATION OF
EXISTING SANITARY
SEWER MANHOLE
RIM: ±55.52
INV±41.45
ASPHALT
COMPACTED SUBGRADE
2%2%
20'
20' ONE-WAY PAVED ROAD - TYPICAL SECTION VIEW
NOT TO SCALE
LINE TABLE
LINE
L1
L2
L3
L4
L5
BEARING
S47°12'44"W
S18°43'02"W
S18°43'02"W
S28°01'44"W
S28°01'44"W
LENGTH
74.39'
8.38'
203.70'
36.11'
221.76'
CURVE TABLE
CURVE
C1
C2
C3
DELTA
31°02'21"
10°43'13"
9°16'56"
RADIUS
1295.93'
1300.52'
1300.52'
LENGTH
702.05'
243.33'
210.69'
TANGENT
359.87'
122.02'
105.58'
CHORD BEARING
S60°50'23"W
S36°40'43"W
S26°40'38"W
CHORD
693.49'
242.98'
210.46'
LINE TABLE
LINE
L1
L2
L3
L4
L5
BEARING
S47°12'44"W
S18°43'02"W
S18°43'02"W
S28°01'44"W
S28°01'44"W
LENGTH
74.39'
8.38'
203.70'
36.11'
221.76'
CURVE TABLE
CURVE
C1
C2
C3
DELTA
31°02'21"
10°43'13"
9°16'56"
RADIUS
1295.93'
1300.52'
1300.52'
LENGTH
702.05'
243.33'
210.69'
TANGENT
359.87'
122.02'
105.58'
CHORD BEARING
S60°50'23"W
S36°40'43"W
S26°40'38"W
CHORD
693.49'
242.98'
210.46'
LINE TABLE
LINE
L1
L2
L3
L4
L5
BEARING
S47°12'44"W
S18°43'02"W
S18°43'02"W
S28°01'44"W
S28°01'44"W
LENGTH
74.39'
8.38'
203.70'
36.11'
221.76'
CURVE TABLE
CURVE
C1
C2
C3
DELTA
31°02'21"
10°43'13"
9°16'56"
RADIUS
1295.93'
1300.52'
1300.52'
LENGTH
702.05'
243.33'
210.69'
TANGENT
359.87'
122.02'
105.58'
CHORD BEARING
S60°50'23"W
S36°40'43"W
S26°40'38"W
CHORD
693.49'
242.98'
210.46'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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331
331
J. WALL
10/01/2025
BI
G
A
P
P
L
E
R
V
R
E
S
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T
NE
W
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A
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A
72553
FO
R
R
E
V
I
E
W
PU
R
P
O
S
E
S
O
N
L
Y
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
NEW HANOVER COUNTY, NCDEQ, AND NCDOT
STANDARDS, SPECIFICATIONS, AND DETAILS.
LEGEND
WETLANDS
BOUNDARY
IMPACTED
WETLANDS
GENERAL NOTES:
1.BOUNDARY & TOPOGRAPHIC INFORMATION SURVEYED BY TIMMONS
GROUP ON APRIL 28, 2025.
2.THIS PLAN IS CONCEPTUAL IN NATURE AND HAS NOT BEEN REVIEWED
BY ANY AGENCY.
3.UNIT COUNT IS SUBJECT TO CHANGE PENDING REZONING CONDITIONS,
WETLAND AND STREAM DETERMINATIONS, PERMITTING, GRADING,
SEWER, STORMWATER DESIGN, AND SOIL SUITABILITY. THIS SITE IS
LOCATED IN THE ISLAND CREEK BASIN.
4.REGULATED TREES WITHIN A 50-FOOT PERIMETER OF THE PROPERTY
MUST BE RETAINED AND PROTECTED, ALL SIGNIFICANT TREES SHALL
BE RETAINED.
5.ENVIRONMENTAL INFORMATION TAKEN BY PJD (SAW-2024-00360)
DATED JANUARY 14, 2025. MAPPING BY DAVEY RESOURCE GROUP.
6.THE SUBJECT PROPERTY IS LOCATED IN ZONE X IN ACCORDANCE WITH
FIRM MAP NUMBER 3720326000K EFFECTIVE DATE OF AUGUST 28, 2018.
OPEN WATER
FORCEMAIN FM
SANITARY PIPE SAN
WATERLINE W
FIRELINE W
DEVELOPER:
ENGINEER:
TIMMONS GROUP
JOHN WALL, PE
430 EASTWOOD ROAD
WILMINGTON, NC 28403
PHONE: 910-746-1174
SITE DATA
EXISTING TRACT ACREAGE = 27.32 ACRES
EMAIL: JOHN.WALL@TIMMONS.COM
WILMINGTON, NC 28405
310 N KERR AVENUE
BIG APPLE RV RESORT LLC
EMAIL: JWWASHBURN2023@GMAIL.COM
EXISTING WETLANDS AREA = 5.64 ACRES
EXISTING WETLANDS AREA = 3.88 ACRES
TOTAL TRACT ACREAGE = 27.32 AC.
EXISTING WETLAND AREA = 5.64 AC.
EXISTING OPEN WATER AREA = 3.88 AC.
PID:R02900-001-009-000 (15.99 AC)
R02900-001-008-000 (1.53 AC)
R02900-001-070-000 (2.89 AC)
R02800-001-162-001 (6.91 AC)
EXISTING ZONING & AREA = R-15
PROPOSED ZONING = R-15 (SPECIAL USE PERMIT)
REQUIRED OPEN SPACE: 0.43 AC.
SITES
40' x 50' SITES (2000 SF) MIN.
TOTAL # OF SITES = 89
0
SCALE 1"=100'
200'100'
NA
D
8
3
18'18'24'
9'
9'9'
VAC
9'
STALL AISLE STALL
9
0
°
VAC
NOTES:
ALL DIMENSIONS ARE TO FACE OF CURB.
INSTALL HC-VAN ACCORDING TO NC ACCESSIBILITY CODE.
TYP 5' RADIUS
UNLESS NOTED
OTHERWISE
THE ACCESSIBLE PARKING
SPACES AND AISLES
SHALL HAVE A MAX. 2%
SLOPE IN ALL DIRECTIONS
INCLUDING THE DIAGONAL
TYPICAL 90° PARKING DIMENSIONS
C2.0
OV
E
R
A
L
L
S
I
T
E
A
N
D
U
T
I
L
I
T
Y
P
L
A
N
1" = 100'