Windy Woods_Site Plan 10.25.2018PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:
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www.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET
PR
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Address:
2323 Castle Hayne Road
Wilmington, NC 28401
-
175-02
COVER
New Hanover County, North Carolina
WINDY WOODS
SUBDIVISION
CONTENTS
SHEETNAME
COVERWINDY WOODS SUBDIVISION
SP-01PRELIMINARY SITE PLAN
U-1UTILITY PLAN
DEVELOPER:
Steve Shuttleworth
711 Carolina Beach Avenue North
Carolina Beach, NC 28428
(719) 499-1373
VICINITY MAP
Coastal Land Design,PLLC
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
P.O.Box 1172
Wilmington, NC 28402
Phone: 910-254-9333
Fax: 910-254-0502
NCBELS Firm License No:
P-0369
www.cldeng.com
SURVEYOR:
Base Line Survey, LLC
PO Box 15966
Wilmington, NC
(910) 338-1880
contact@baselinesurveync.com
ENGINEER:
NOT TO SCALE
TOWNCREEK TOWNSHIP, BRUNSWICK COUNTY, NC
NORTH
Site
BEFORE YOU DIG, CALL
R
www.nc811.org
Carolina
North
NOT RELEASED
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
WILMINGTON
INTERNATIONAL
AIRPORT (ILM)
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PID: R0
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ZONE:
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USE: U
N
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12.33
A
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N/F MILLER, BILLY EARL
DOROTHY B
PID: R03300-002-001-002
ZONE: B-2
USE: UNUSED
2.48 ACRES
N
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4748
49
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1
1
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B
F
E
N/F ALBERS BRANDON WAYNE
PID: R03315-004-002-000
ZONE: R-15
USE: UNUSED LAND
0.29 ACRESN/F ALBERS BRANDON WAYNE
PID: R03315-004-001-000
ZONE: R-15
USE: UNUSED LAND
0.29 ACRES
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PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:
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www.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET
PR
E
L
I
M
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N
A
R
Y
DE
V
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Address:
2323 Castle Hayne Road
Wilmington, NC 28401
-
1" = 120'
175-02
SL
JFB
JFB
SP-01
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OPEN
SPACE
ACTIVE
OPEN
SPACE
OP
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P
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50
'
SE
T
B
A
C
K
LEGEND
AE FLOOD ZONE
FLOODWAY
WETLANDS AND POTENTIAL
CLASS IV SOILS
OPEN SPACE
WILDCAT BRANCH
EX. CONTOURS
BASE FLOOD ELEVATION
20' PERIMETER
BUILDING SETBACK
PROPERTY BOUNDARY
30' ACCESS
EASEMENT
ADDRESS:2323 CASTLE HAYNE ROAD
WILMINGTON, NC 28401
PIN:R03300-001-006-000
R03300-005-017-000
OWNER:JORDAN, ROBERT H. JR
PO BOX 610
LENOIR, NC 28645
DEVELOPER:STEVE SHUTTLEWORTH
711 CAROLINA BEACH AVE N
CAROLINA BEACH, NC 28428
(719) 499-1373
AREA:30.11 ACRES
ZONING:R-20
EX USE:UNDEVELOPED
PRO USE:PERFORMANCE RESIDENTIAL
ACTIVE
OPEN
SPACE
WETLANDS
AND POTENTIAL
CLASS IV SOILS
WETLANDS
AND POTENTIAL
CLASS IV SOILS
5' SIDEWALK
50' ROW
10' UTILITY
EASEMENT
AC
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OP
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N
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P
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20' DRIVEWAY
30' ACCESS AND
UTILITY EASEMENT
110
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50' ROW
10' UTILITY
EASEMENT
5' SIDEWALK
20' BUILDING
SETBACK
50' ROW
5' SIDEWALK
10' UTILITY
EASEMENT
POND
0.41 AC
POND
0.18 AC
POND
0.71 AC
POND
0.64 AC
"A S
T
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"
50' R
O
W"B
S
T
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T
"
50'
R
O
W
"A STREET"
50' ROW
NORTH
GRAPHIC SCALE: 1" = 120'
120'60'0120'240'
PROPOSED SETBACKS:
FRONT15' MIN
SIDE5' MIN
REAR10' MIN
CORNER7.5' MIN
SIDE
AREA IN FLOODWAY:2.64 AC
SUBDIVISION STREETS:ALL STREETS TO BE
PRIVATE
CONNECTIVITY RATIO:1.5 (3 LINKS / 2 NODES)
PROPOSED UTILITIES:CFPUA - WATER AND SEWER
UTILITIES TO BE PUBLIC
TOTAL BEDROOMS:APPROX 168 (3 PER LOT)
DENSITY CALCULATIONS
GROSS ACREAGE:30.11 ACRES*
ALLOWED DENSITY:1.9 UNITS/ACRE
ALLOWED UNITS:57 UNITS
PROPOSED UNITS:56 UNITS
TOTAL OCCUPIED AREA:18.45 AC
(LOTS AND ROW)
AVERAGE LOT SIZE:0.25 AC
SMALLEST LOT:0.15 AC
LARGEST LOT:0.59 AC
*WETLANDS AND CLASS IV SOILS ARE
TO BE PLACED IN HOA CONSERVATION
RECREATION / OPEN SPACE
CALCULATIONS
REQUIRED OPEN SPACE @ 0.03 AC/LOT:1.68 AC
REQUIRED 50% ACTIVE OPEN SPACE:0.84 AC
PROPOSED OPEN SPACE:11.65 AC
(INCLUDING WETLANDS)
PROPOSED ACTIVE OPEN SPACE:0.94 AC
ALL OPEN SPACE TO BE MAINTAINED BY HOA.
SITE DATA
210
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WILD CAT BRANCH
(APPROX LOCATION)
WILD CAT BRANCH
(APPROX LOCATION)
ADJOINING PROPERTY DATA:
1.N/F JONES WILL ROGER CAROL
PID: R03318-001-001-000
ZONE: R-20
USE: UNUSED LAND
0.92 ACRES
2.N/F MCDOWELL CLAUDE W
NANCY B
PID: R03318-001-002-000
ZONE: R-20
USE: RESIDENTIAL
0.80 ACRES
3.N/F MCDOWELL CLAUDE W
NANCY B
PID: R03318-001-003-000
ZONE: R-20
USE: RESIDENTIAL
0.88 ACRES
4.N/F HARRELL FREDERICK R
SUZANNE
PID: R03318-001-007-000
ZONE: R-20
USE: RESIDENTIAL
0.75 ACRES
5.N/F CHEEK JEAN L ETAL
PID: R03318-002-001-000
ZONE: R-20
USE: RESIDENTIAL
1.06 ACRES
6.N/F YARBOROUGH CARL F
DAISY M ETAL
PID: R03318-002-010-000
ZONE: R-20
USE: UNUSED LAND
0.73 ACRES
7.N/F POTTER DOUGLAS ACE
PID: R03318-003-001-000
ZONE: R-20
USE: RESIDENTIAL
0.52 ACRES
8.N/F ELM BUILDERS LLC
PID: R03319-001-006-000
ZONE: R-20
USE: UNUSED LAND
0.71 ACRES
9.N/F DOWNEY RUTH
PID: R03319-002-001-000
ZONE: R-20
USE: RESIDENTIAL
1.10 ACRES
10.N/F ENGLISH CHARLSEY R
PID: R03319-002-014-000
ZONE: R-20
USE: RESIDENTIAL
0.83 ACRES
11.N/F MYERS ANTHONY J
LATONIA
PID: R03319-003-001-000
ZONE: R-20
USE: RESIDENTIAL
0.54 ACRES
NORTH
Site
WILMINGTON
INTERNATIONAL
AIRPORT
(ILM)
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DOWNTOWN
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CA
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VICINITY MAP
NOT TO SCALE
4:
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(
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SP-1
TYPICAL RIGHT-OF-WAY CROSS-SECTION
NOT TO SCALE
22' (EOP-EOP)
26' (BOC-BOC)7' PLAZA
RIGHT OR LEFT
5' SIDEWALK
RIGHT OR LEFT12'
2%
(
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50' RIGHT-OF-WAY (PRIVATE)
10' UTILITY
EASEMENT (NTS)
10' UTILITY
EASEMENT (NTS)
10' MIN
TYPICAL ROAD
CROSS-SECTION
(BOTH SIDES)TYPICAL 24" ROLL CURB
(BOTH SIDES)
TYPICAL
SIDEWALK
WATER DISTRIBUTION
SYSTEM UTILITY
SIZE, DEPTH AND
ALIGNMENT VARYSTORM DRAINAGE UTILITY
SIZE, DEPTH AND ALIGNMENT VARY
8" GRAVITY SEWER UTILITY
DEPTH AND ALIGNMENT VARY
6" (MIN) AGGREGATE BASE
2" ASPHALT
NOTE: FINAL PAVEMENT
DESIGN TO BE DETERMINED
BY GEOTECHNICAL ENGINEER
NOTES:
1.SITE DATA SOURCE INFORMATION: THIS DATA IS
PRELIMINARY IN NATURE AND IS TO BE CONFIRMED
WITH AN OFFICIAL SURVEY.
1.1.TOPO AND PARCEL DATA OBTAINED FROM NEW
HANOVER COUNTY.
1.2.SOIL DATA OBTAINED FROM USDA NATURAL
RESOURCES CONSERVATION SERVICE (NRCS).
1.3.FLOOD HAZARD AREAS OBTAINED FROM NC FLOOD
RISK INFORMATION SYSTEM (FRIS).
1.4.WETLAND DATA PROVIDED BY SOUTHERN
ENVIRONMENTAL GROUP.
2.A TREE SURVEY WILL BE CONDUCTED IN ORDER TO
SPECIFY EXISTING SIGNIFICANT TREES TO BE
PRESERVED/REMOVED AND TO CALCULATE REQUIRED
MITIGATION.
3.STREET LIGHTS WILL BE INSTALLED PER THE NEW
HANOVER COUNTY ORDINANCE. LIGHTING PLAN WILL BE
DESIGNED BY DUKE ENERGY.
4.WATER AND SEWER UTILITIES TO BE PROVIDED BY
CFPUA
5.THE 56 LOTS WILL PRODUCE 610 VEHICLES PER DAY,
45 AM PEAK HOUR TRIPS, 58 PM PEAK HOUR TRIPS.
NO TIA IS REQUIRED.
PRIVATE ROADS CERTIFICATION:
I (WE) HEREBY CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT HAVE
BEEN DESIGNED, INSTALLED, INSPECTED, AND APPROVED IN ACCORDANCE WITH SECTION 52-4 OF THE NEW HANOVER
COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL PLAT
APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE, THERE ARE NO GUARANTEES OR ASSURANCES OF
ACCEPTANCE OF SAID ROADS BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
CERTIFIED PROFESSIONAL ENGINEER DATE .
SEAL:
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USE: U
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12.33
A
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N/F MILLER, BILLY EARL
DOROTHY B
PID: R03300-002-001-002
ZONE: B-2
USE: UNUSED
2.48 ACRES
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PID: R03315-004-002-000
ZONE: R-15
USE: UNUSED LAND
0.29 ACRESN/F ALBERS BRANDON WAYNE
PID: R03315-004-001-000
ZONE: R-15
USE: UNUSED LAND
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SSMH
RIM:26.5
INVO: 21.83
SSMH
RIM: 26.1
INVI: 20.27
INVO: 20.17
SSMH
RIM: 21.5
INVI: 16.93
INVO: 16.83
SSMH
RIM: 21.8
INVI: 16.04
INVO: 15.94
SSMH
RIM: 22
INVI: 15.13
INVO: 15.03
SSMH
RIM: 22.5
INVI: 13.99
INVO: 13.89
SSMH
RIM: 22.2
INVI: 13.03
INVO: 12.93
SSMH
RIM: 22.3
INVI: 11.86
INVO: 11.76SSMH
RIM: 18.0
INVI: 10.68
INVO: 10.58SSMH
RIM: 21.9
INVI: 8.93
INVO: 8.83SSMH
RIM: 20.8
INVI: 7.69
INVO: 7.29
SSMH
RIM: 24.4
INVO:8.36
3
1
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CONNECTION TO
EXISTING 8" WATER
16"x8"
TS&V
8"x6"
REDUCER6"x2"
REDUCER
2" BOA30' UTILITY
EASEMENT
10" HDPE
H.D.D.
EX. SSMH
RIM: 21.8
INVI: 0.62
INVO: -0.06
EXISTING CFPUA
PUMP STATION
HERITAGE PARK
PS-063
21
1
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SSMH
RIM: 14.0
INVI: 6.66
INVO: 6.56
SSMH
RIM: 10.0
INVI: 4.04
INVO: 3.94
8" DIP
12
6
L
F
@
0
.
5
%
13
7
L
F
@
1
.
8
%
1
6
9
L
F
@
0
.
5
%
21
2
L
F
8
"
P
V
C
@
1
.
1
%
10"x8"
REDUCER
10"x8"
REDUCER
24
7
L
F
8
"
P
V
C
@
0
.
5
%
SSMH
RIM: 25.5
INVO: 16.87
WV
HYD
S
SSMH
RIM: 12.0
INVI: 3.14
INVO: 3.04
SSMH
RIM: 23.9
INVI: 14.19
INVO: 14.09
SSMH
RIM: 25.8
INVI: 15.63
INVO: 15.53
SSMH
RIM: 24.8
INVI: 15.10
INVO: 15.00
LEGEND
AE FLOOD ZONE
FLOODWAY
WETLANDS AND POTENTIAL
CLASS IV SOILS
WILDCAT BRANCH
EX. CONTOURS
BASE FLOOD ELEVATION
20'
HYDRANT
VALVE (8"G.V. TYP)
SANITARY SEWER MAN HOLE
REDUCER
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:
IN
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DA
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E
DE
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V
www.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET
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Address:
2323 Castle Hayne Road
Wilmington, NC 28401
-
1" = 120'
175-02
SL
JRC
JFB
U-01
20' DRIVEWAY
30' ACCESS AND
UTILITY EASEMENT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
HYDRANT
40' UTILITY EASEMENT
20' PERIMETER
BUILDING SETBACK
30' ACCESS
EASEMENT
5' SIDEWALK
50' ROW
10' UTILITY
EASEMENT
50' ROW
5' SIDEWALK
10' UTILITY
EASEMENT
PROPERTY BOUNDARY
POND
0.41 AC
POND
0.18 AC
POND
0.71 AC
POND
0.64 AC
110
/
9
/
1
8
IN
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A
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C
S
U
B
M
I
S
S
I
O
N
WETLANDS
AND POTENTIAL
CLASS IV SOILS
"A STREET"
50' ROW
"B STREET"
50' ROW"A STREET"
50' ROW
210
/
2
5
/
1
8
FI
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NORTH
GRAPHIC SCALE: 1" = 120'
120'60'0120'240'
NOTES:
1.SITE DATA SOURCE INFORMATION: THIS DATA IS
PRELIMINARY IN NATURE AND IS TO BE CONFIRMED
WITH AN OFFICIAL SURVEY.
1.1.TOPO AND PARCEL DATA OBTAINED FROM NEW
HANOVER COUNTY.
1.2.SOIL DATA OBTAINED FROM USDA NATURAL
RESOURCES CONSERVATION SERVICE (NRCS).
1.3.FLOOD HAZARD AREAS OBTAINED FROM NC FLOOD
RISK INFORMATION SYSTEM (FRIS).
1.4.WETLAND DATA PROVIDED BY SOUTHERN
ENVIRONMENTAL GROUP.
2.A TREE SURVEY WILL BE CONDUCTED IN ORDER TO
SPECIFY EXISTING SIGNIFICANT TREES TO BE
PRESERVED/REMOVED AND TO CALCULATE REQUIRED
MITIGATION.
3.STREET LIGHTS WILL BE INSTALLED PER THE NEW
HANOVER COUNTY ORDINANCE. LIGHTING PLAN WILL BE
DESIGNED BY DUKE ENERGY.
4.WATER AND SEWER UTILITIES TO BE PROVIDED BY
CFPUA
5.THE 56 LOTS WILL PRODUCE 610 VEHICLES PER DAY,
45 AM PEAK HOUR TRIPS, 58 PM PEAK HOUR TRIPS.
NO TIA IS REQUIRED.