07112018 July 11 2018 TRC Agenda PackageTECHNICAL REVIEW COMMITTEE AGENDA
JULY 11, 2018
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, July 11,
2018 at 2:00 p.m. in the Lucie Harrell Conference Room (601) of the New Hanover County
Government Center located at 230 Government Center Drive to review the following:
Loblolly Landing – 8 residential lots, 4.2 acres (near 7300 block Mason Landing
Road), Ogden Community
Buckeye Drive – 8 residential lots, 6.76 acres (near 900 block Middle Sound
Loop Road), Ogden Community
Villages at Plantation Landing – 48 townhomes (near 8700 block Market Street),
Porters Neck Community
Castle Hayne Concept Plan – 40 residential lots, 23.39 acres (near 2300 block
Castle Hayne Road), Wrightsboro Community
2:00 p.m. Item 1: Loblolly Landing (Performance Plan) – Request by Withers & Ravenel for
Pampano Development Group for TRC to consider preliminary site plan approval
of an eight (8) lot division located near the 7300 block of Mason Landing Road,
Ogden Community.
Project History
First discussed at April 25, 2018 TRC meeting
Board of County Commissioners will consider a rezoning application for the
proposed development July 9th.
Site Data
Zoning District: (CZD) R-20 (proposed)
Water Service: Private (Carolina Water Service)
Sewer Service: Public (CFPUA)
Road Network: Private (HOA maintained)
Lots: 8
Acreage: 4.2
TIA: Not Required
Conservation Resources: None
Comp Future Land Use: General Residential
Schools Served: Eaton & Castle Hayne Elem (+57 & + 74)
Noble Middle (+246)
Laney High (+583)
2:10 p.m. Item 2: Buckeye Drive (Conventional Plan) – Request by GPS Consulting for Trask
Land Company for TRC to consider preliminary site plan approval of an eight (8)
lot division located off Middle Sound Loop Road, Ogden Community.
Project History
None
Site Data
Zoning District: R-20 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Road Network: Unknown
Lots: 8
Acreage: 6.76
TIA: Not required
Conservation Resources: Yes
Comp Future Land Use Plan: General Residential
Schools Served: Eaton & Ogden Elem (+39 & +107)
Noble Middle (+264)
Laney High (+262)
2:35 p.m. Item 3: Villages at Plantation Landing (Performance Plan) – Request by Futch
Creek Properties, LLC for TRC to consider preliminary site plan approval of a 48
unit townhome campus located near the 8700 block of Market Street/US Hwy 17
North.
Project History
Conditional Zoning District approval by the Board of County Commissioners May
7, 2018
Site Data
Zoning District: (CZD) R-7 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Road Network: Private (HOA maintained)
Units: 48
Acreage: 7.97
TIA: Not required
Conservation Resources: None
Comp Future Land Use: Community Mixed Use
DISCUSSION ITEM ONLY
2:45 P.M. Item 4: Castle Hayne Subdivision (Performance Concept Plan) – Request by
Coastal Land Design to review and discussion a proposed residential site plan
consisting of 40 lots located near the 2300 block of Castle Hayne Road, west side
(Wrightsboro Community).
>
>
>
>>
>
>
>
OU
OU
OU
OU
OU
OU
OU
OU
OU
OU
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
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
SS
SS
SS
SS
SS
SS
W
W
W
W
2 5
W
W W W W W W W W W W
W
W W
W W
6
7 8
11152 SF 11917 SF
13411 SF
13675 SF
13653 SF
W
15"
R
C
P
>
>
>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
1
3 4
11018 SF11312 SF
11255 SF
MH 1
MH 2
S
S
S
S
8"
C
9
0
0
P
V
C
MH 3
8"
C
9
0
0
P
V
C
MH 4
SS SS SS SS SS
8" C900 PVC
MH 5
SS SS SS
8" C900 PVC
MH 6
SS SS SS8" C900 PVC
2
4
"
R
C
P
S53° 00' 21.59"E706.57'S36° 59' 38.41"W
2.50'S47° 27' 39.33"E329.27'
N5
3
°
4
3
'
1
8
.
9
4
"
E
15
7
.
9
9
'
N41° 54' 2
5
.
8
9
"
W
334.99'
N47° 04' 19.95"W
12.00'N47° 15' 03.00"W114.23'
N51° 59' 24.66"W96.49'
S38° 17
'
5
6
.
8
3
"
E
282.99'
N52° 08' 20.12"W347.24'
S79
°
0
6
'
0
3
.
8
9
"
W
271
.
1
1
'
15
1
.
7
7
'
15
0
.
6
5
'
15
2
.
8
9
'
72.74'
75.04'73.75'
73.76'82.53'
35.02'
L=39.270, R=25.000
16
.
5
0
'
22.50'22.50'
16
.
5
0
'
L=39.270, R=25.000
29.19'5.82'29.32'
45
.
9
6
'
31.87'
10
7
.
9
1
'
15.69'67.17'
14
2
.
7
1
'
18
5
.
2
9
'
47.06'21.91'
74.16'
17
8
.
1
1
'
73.81'
78.46'
17
0
.
4
8
'
78.83'
82.39'
82.00'
16
2
.
5
1
'
21
9
S
t
a
t
i
o
n
R
o
a
d
| S
t
e
1
0
1
| W
i
l
m
i
n
g
t
o
n
,
N
C
2
8
4
0
5
| t
:
9
1
0
.
2
5
6
.
9
2
7
7
| l
i
c
e
n
s
e
#
:
C
-
0
8
3
2
| w
w
.
w
i
t
h
e
r
s
r
a
v
e
n
e
l
.
c
o
m
Revisions
W:
\
1
7
\
1
7
-
0
1
9
0
\
1
7
0
1
9
8
.
0
1
-
L
o
b
l
o
l
l
y
S
u
b
d
i
v
i
s
i
o
n
\
C
A
D
\
0
3
1
7
0
1
9
8
-
B
A
S
E
.
d
w
g
-
Tu
e
s
d
a
y
,
A
p
r
i
l
1
7
,
2
0
1
8
1
1
:
4
0
:
4
0
A
M
-
GA
R
R
I
C
H
,
T
O
M
Sheet No.
Designer
Drawn By
Date
Job No.
Wi
t
h
e
r
s
R
a
v
e
n
e
l
En
g
i
n
e
e
r
s
| P
l
a
n
n
e
r
s
| S
u
r
v
e
y
o
r
s
LO
B
L
O
L
L
Y
L
A
N
D
I
N
G
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
,
N
C
PE
R
F
O
R
M
A
N
C
E
RE
S
I
D
E
N
T
I
A
L
PR
E
L
I
M
I
N
A
R
Y
P
L
A
T
1 of 2
03170198.01
3-6-18
W&R
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
GENERAL NOTES:
OWNER:JOHN C DIEFFENBAUCH & MICHAEL D HRITZ
ADDRESS:530 CAUSEWAY DRIVE, SUITE D1
WRIGHTSVILLE BEACH, NC 28480
PHONE:(910) 239-9277
ATTN:CHRIS DIEFFENBAUCH
NEW HANOVER COUNTY PARCEL NO.:
R04500-004-007-001
ALT ID NOS.:
316808.99.5990.000
TOTAL TRACT AREA: 4.20 AC.±
ZONING DISTRICT: R-20S
LAND CLASSIFICATION: GENERAL RESIDENTIAL
DEVELOPMENT DATA:
AREA OF LOTS - 2.23 AC.±
AREA OF R/W - 0.74 AC.±
REC. AREA ACTIVE/PASSIVE - 1.23 AC.±
WETLAND AREA - 0.30 AC
TOTAL TRACT AREA - 4.20 AC.
PERMITTED DENSITY -
4.20 AC. @ 1.9 UNITS/AC. (R-20 - PERFORMANCE RESIDENTIAL)
TOTAL UNITS PERMITTED - 8
TOTAL LOTS PROPOSED - 8
OVERALL DENSITY - 1.91 UNITS/AC.
AVERAGE LOT SIZE - 12,174 S.F.
TOTAL LINEAR FEET IN ROADS - 685 L.F.
TOTAL ROAD SURFACES - 18,880 S.F.
RECREATION SPACE - 8 LOTS @ .03 AC./UNIT = 0.24 AC. REQUIRED
ACTIVE RECREATION AREA - 16,076 S.F. = 0.37 AC.±
PASSIVE RECREATION AREA - 37,210 S.F. = 0.85 AC.±
TOTAL RECREATION AREA - 1.22 AC.
BUILDING SETBACKS:
FRONT - 10 FT
SIDES - 10 FT
REAR - 20 FT
APPROXIMATE # OF BEDROOMS/LOT = 3
SITE DEVELOPMENT DATA
COORDINATION NOTES:
1.THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2.ALL WORK IS TO BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY, CAROLINA WATER SERVICE INC OF NC, NEW HANOVER COUNTY, AND THE STATE OF NORTH CAROLINA.
3.THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT
OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4.ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,
AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE NEW HANOVER COUNTY INSPECTOR AND NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE
MEETING. AT A MINIMUM; THE CONTRACTOR, COUNTY INSPECTOR, AND ENGINEER SHALL ATTEND THIS MEETING.
6.CONTRACTOR TO COORDINATE WITH NCDOT FOR THE REMOVAL AND STORAGE OF ANY TRAFFIC EQUIPMENT OR SIGNS DURING DEMOLITION, CONSTRUCTION, AND OPENING OF THIS
DEVELOPMENT.
7.CONTRACTOR TO COORDINATE WITH THE NEW HANOVER COUNTY ABOUT ANY EQUIPMENT REMOVED, RELOCATED, OR DEMOLISHED DURING THE DEMOLITION, CONSTRUCTION AND
OPENING OF THIS DEVELOPMENT.
8.CONTRACTOR TO COORDINATE DIRECTLY WITH ENGINEERING TO DETERMINE IF ANY DRIVEWAY PERMITS/REVISIONS/REVIEW PROCESSES ARE REQUIRED.
9.CONTRACTOR TO COORDINATE WITH NCDOT FOR THE CLOSURE OF STREETS, SIDEWALKS, OR DRIVEWAYS AND IMPLEMENTATIONS OF THE VEHICLE AND PEDESTRIAN TRAFFIC PLAN TO BE
USED FOR THE DURATION OF THIS PROJECT. THE PLAN MUST INCLUDE LOCATIONS OF SIDEWALKS AND CROSSWALKS THAT WILL BE CLOSED, AS WELL AS, LOCATION OF CONSTRUCTION
FENCING, AND PROTECTION AREAS.
10.A TEMPORARY DETOUR AND CLOSURE PLAN WILL NEED TO BE FILED WITH NHC 911 FOR THE CLOSURE OF ANY PUBLIC STREETS.
GENERAL NOTES:
1.ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINANCE AND SUBDIVISION REGULATIONS.
2.PROPERTY IS ZONED R-20S.
3.THE BOUNDARY, TOPOGRAPHY AND UTILITIES SURVEY HAVE BEEN PROVIDED BY GEOINNOVATION, PC. THE VERTICAL DATUM FOR THE GROUND SURVEY
FOR THIS PROJECT IS NAVD 88. CONTRACTOR TO VERIFY ALL ELEVATIONS IN THE FIELD.
4.THE TREE SURVEY HAS BEEN PROVIDED BY DIEFFENBAUCH & HRITZ, PLLC.
5.REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING
UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC
DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF
TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.
6.CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS
FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO
CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC.
7.CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS
WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
8.ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE.
9.ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
10.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
11.IF THESE UNITS ARE SOLD AT ANY POINT, THE BUYER MUST RECEIVE A SUBDIVISION STREET DISCLOSURE STATEMENT. PLEASE NOTE THIS ON THE SITE
PLAN AND ADVISE THE PROPERTY OWNER OF THIS REQUIREMENT.
12.THIS PROPERTY IS NOT WITHIN ANY FLOOD HAZARD AREA AS EVIDENCED ON N.C. FLOOD MAP 3720316800J, 3720316900J & 3720317800J.
13.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE.
14.THERE ARE CONSERVATION RESOURCE AREAS AFFECTING THIS PROPERTY.
15.NO GATES, TRAFFIC CALMING DEVICES OR ON-STREET PARKING (PRIVATE ROADS) PERMITTED UNLESS REVIEWED BY TRC.
16.WITHERSRAVENEL WILL SUBMIT A LIGHTING PLAN CONFORMING TO ALL NEW HANOVER COUNTY REQUIREMENTS AT A LATER DATE.
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM PUBLIC SYSTEMS. WATER SERVICE PROVIDED BY CAROLINA WATER
SERVICE INC. OF NC AND SANITARY SEWER SERVICE WILL BE PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
2.ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS, AND TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA AND CAROLINA WATER SERVICE INC. OF NC TECHNICAL SPECIFICATIONS & STANDARDS.
4.WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL".
5.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY UTILITIES, INC, WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO
THE COUNTY AND APPROVED BY USCFCCCHR OR ASSE.
6.WATER AND SEWER SERVICES CAN NOT BE ACTIVATED ON NEW MAINS UNTIL THE ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY THE PUBLIC WATER SUPPLY SECTION OF NCDENR, AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY SECTION OF N.C.D.E.N.R.
7.IF CONTRACTOR DESIRES WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
8.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED AND STRAPPED TO THE PIPES
WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE
AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
9.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIES DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT
LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
10.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO
FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
11.THE PROCESS FOR TELEPHONE CABLE PLACEMENT:
11.1.FINAL GRADE WILL NEED TO BE ESTABLISHED.
11.2.POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP.
11.3.BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.
12.SOLID WASTE DISPOSAL TO BE SERVED BY PRIVATELY CONTRACTED DUMPSTER PICKUP.
13.FIRE HYDRANTS WILL REQUIRE STORTZ CONNECTOR WHEN INSTALLED ADN A FLOW TEST AFTER WATER IS RELEASED FROM PROVIDER.
STORMWATER MANAGEMENT NOTES:
1.STORMWATER MANAGEMENT WILL MEET COUNTY AND STATE REQUIREMENTS.
2.SITE DRAINAGE FLOWS TO PAGES CREEK WITHIN THE WHITE OAK RIVER BASIN
CLASS SA WATERS.
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 ___________________________
VICINITY MAP
NOT TO SCALE
TYPICAL STREET SECTION
MINIMUM PAVEMENT DESIGN
2" S-9.5 B
6" A.B.C.
WETLANDS
MODIFIED VALLEY CURB
N
E
S
W
Site
ACTIVE
OPEN SPACE
PASSIVE
OPEN SPACE STORMWATER
SWALE (TYP.)
SETBACK (TYP.)
PROJECT BOUNDARY (TYP.)
20' PRIVATE DRAINAGE
EASEMENT (TYP.)
10' PUBLIC UTILITY
EASEMENT (TYP.)PROPOSED 6"
PVC WATERLINE
6" GATE VAVE & PLUG
FOR FUTURE CONNECTION BY OTHERS
CONNECT TO SEWER SYSTEM
VIA PROPOSED MANHOLE
EXISTING STORM DRAIN (TYP.)
22' EOP26' B-B
45' ROW
40' PUBLIC UTILITY &
ACCESS EASEMENT
CONNECT TO EXISTING WATERLINE
6" GATE VAVE 20' PROPOSED
PUBLIC UTILITY &
ACCESS EASEMENT
(TYP.)
END OF RIGHT
OF WAY
LOBLOLLY LANE (PRIVATE 45' ROW)
20' PRIVATE DRAINAGE
EASEMENT (TYP.)
20' PUBLIC UTILITY
& ACCESS
EASEMENT (TYP.)
R36.5'R36.5'
R30'
R30'PROPOSED FIRE
HYDRANT (TYP.)
BEGIN DRIVEWAY
END DRIVEWAY
TYPICAL DRIVEWAY SECTION
MINIMUM PAVEMENT DESIGN
2" S-9.5 B
6" A.B.C.
ACTIVE
OPEN SPACE
VICINITY MAP
IN
D
E
X
O
F
S
H
E
E
T
S
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
P
L
A
N
21
3
B
U
C
K
E
Y
E
D
R
I
V
E
PR
E
P
A
R
E
D
B
Y
:
DE
V
E
L
O
P
E
R
/
O
W
N
E
R
WI
L
M
I
N
G
T
O
N
,
N
O
R
T
H
C
A
R
O
L
I
N
A
JU
N
E
2
0
1
8
LEGEND
PR
O
J
E
C
T
N
A
M
E
:
2
1
3
B
U
C
K
E
Y
E
D
R
I
V
E
GS
P
C
O
N
S
U
L
T
I
N
G
P
R
O
J
E
C
T
#
:
2
0
1
8
-
0
0
0
4
FO
R
SI
T
E
D
A
T
A
T
A
B
L
E
66
2
6
G
o
r
d
o
n
R
o
a
d
,
U
n
i
t
C
,
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
L
i
c
e
n
s
e
#
P
-
0
7
1
8
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
213 BUCK
E
Y
E
D
R
I
V
E
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
GE
N
E
R
A
L
N
O
T
E
S
C-
1
1-
8
0
0
-
6
3
2
-
4
9
4
9
CO
N
T
A
C
T
"
C
A
R
O
L
I
N
A
O
N
E
C
A
L
L
"
A
T
PO
L
I
C
E
-
F
I
R
E
-
R
E
S
C
U
E
EM
E
R
G
E
N
C
Y
D
I
A
L
9
1
1
NO
T
I
C
E
R
E
Q
U
I
R
E
D
NORTH
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
213 BUCK
E
Y
E
D
R
I
V
E
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
2
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
5
0
f
t
.
50
0
25
50
10
0
NORTH
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
213 BUCK
E
Y
E
D
R
I
V
E
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
3
.
1
SI
T
E
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
5
0
f
t
.
50
0
25
50
10
0
NORT
H
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
213 BUCK
E
Y
E
D
R
I
V
E
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
3
.
2
BU
C
K
E
Y
E
D
R
I
V
E
P
L
A
N
&
P
R
O
F
I
L
E
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
5
0
f
t
.
50
0
25
50
10
0
NORTH
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
213 BUCK
E
Y
E
D
R
I
V
E
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
4
UT
I
L
I
T
Y
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
5
0
f
t
.
50
0
25
50
10
0
NORTH
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
213 BUCK
E
Y
E
D
R
I
V
E
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
5
GR
A
D
I
N
G
,
D
R
A
I
N
A
G
E
&
E
&
S
C
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
5
0
f
t
.
50
0
25
50
10
0
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
213 BUCK
E
Y
E
D
R
I
V
E
TR
A
S
K
L
A
N
D
C
O
.
12
0
2
E
A
S
T
W
O
O
D
R
O
A
D
WI
L
M
I
N
G
T
O
N
,
N
C
2
8
4
0
3
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
6
ST
A
N
D
A
R
D
D
E
T
A
I
L
S
Villages at Plantation Landing – Performance Residential Development
Page | 1
NEW HANOVER COUNTY
DEPARTMENT OF PLANNING & LAND USE
230 Government Center Drive, Suite 110
Wilmington, North Carolina
Telephone (910) 798-7165
FAX (910) 798-7053
planningdevelopment.nhcgov.com
To: Tammy Spivey, Futch Creek Properties, LLC/Mungo Homes
Garry Pape, PE, GSP Consulting
From: Brad Schuler, AICP
Current Planner
Date: July 6, 2018
Subject: Villages at Plantation Landing – TRC Review – Performance Residential Development
The following comments have been received for the July 11, 2018 TRC meeting:
Planning, Brad Schuler 910-798-7444
1. Please illustrate on the plan which significant trees will be removed. A tree mitigation plan
will be required prior to issuance of the land disturbance permit. The mitigation plan must
illustrate the size and species of the significant trees being removed and their method of
mitigation. Specifically, twice the amount of caliper inches removed must be mitigated by
either planting additional trees or by making a payment into the County’s Tree Improvement
Fund. All replacement trees must be 2-3” in caliper at planting, or a $295 payment may
be provided in lieu of installing one replacement tree. Also, some of the labels cannot be
read due to the tree symbols.
2. Please illustrate Plantation Landing Drive and Mungo Lane as right-of-ways, including the
width of the proposed right-of-way and type (public/private). The County’s minimum width
for a private right-of-way is 45’. Plantation Landing Drive should be designed to comply
with the County’s collector road standard (50’ right-of-way).
3. It appears parking along Mungo Lane may occur within the proposed right-of-way. Each
unit requires two off-street parking spaces located outside of the right-of-way. One
parking space is 8.5’ x 18’.
4. Please add the street cross sections.
5. Please add the impervious surface area and percentage to the site data table.
6. Please illustrate the areas designated for active/passive recreation area and include the
acreage.
7. 5’ sidewalks are required on both sides of the right-of-ways.
8. Please correct the setback lines along the eastern property line, which appear to not be
matching the scale of the plan.
Villages at Plantation Landing – Performance Residential Development
Page | 2
9. Are the units to be subdivided on individual lots? Is yard area outside of the proposed
structure included with the lots (i.e. patio area behind the unit)?
Engineering, Tim Lowe 910-798-7072
1. There is an existing New Hanover County stormwater permit and constructed stormwater
control measures on the subject property. However, the proposed development has a
significantly different layout then the proposed development that was approved under the
previous permit. As a result, a new permit application will be required. If it is intended to
use the existing stormwater control measure, it should be verified that it is functioning as
designed, and calculations must be provided to show that it is able to accommodate the
newly proposed development.
2. A New Hanover County land disturbing permit will be required.
Fire Services, David Stone 910-798-7458
1. The dead end road servicing units 33 – 42 exceeds 151 feet and will need to meet the
turnaround requirements in the table below taken from Appendix D of the 2012 NC Fire
Code.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA plan review has been completed an approved. Sewer allocation has been issued.
WMPO, Fred Royal 910-772-4120
1. With 48 townhomes proposed, 31 peak hourly trips PM and 24 peak hourly trips AM.
Weekday 24-hr. is 322 trips, Saturday is 151 trips.
2. No apparent STIP projects in this immediate area of Market St.
LENGTH
(feet)
WIDTH
(feet)
TURNAROUNDS REQUIRED
0–150 20 None required
151–500 20 120-foot Hammerhead, 60-foot “Y” or
96-foot-diameter cul-de-sac in accordance
with Figure D103.1
501–750 26 120-foot Hammerhead, 60-foot “Y” or
96-foot-diameter cul-de-sac in accordance
with Figure D103.1
Over 750 Special approval required
Villages at Plantation Landing – Performance Residential Development
Page | 3
NCDEMLR, Linda Lewis 910-796-7343
1. Plantation Landing Townhomes will require a permit. If memory serves, this area was
accounted for in a permit for Plantation Landing Subdivision, I just can’t find it at the
moment. So, it will probably be an offsite permit to use that facility, once I can locate the
permit number for it.
Planning (Addressing), John Townsend 910-798-7443
1. Provide unduplicated street names for the two roads South and one road North of Plantation
Landing Dr.
2. Names to be reviewed and approved by county planning before addresses are assigned.
New Hanover County Schools, Marion Brill
1. Current district lines for the development are Eaton and Blair Elementary, Holly Shelter
Middle, and Laney High schools.
School Total Capacity
w/Mobiles +/- Capacity
Blair 577 534 43
Eaton 528 489 39
Holly Shelter 686 918 -232
Laney 2185 1923 262
U.S. Army Corps of Engineers, Mikey Sugg 910-251-4811
1. No comment.
Comments not received at this time from:
NCDEQ, Chad Coburn
Emergency Services & E911, Steve Still
New Hanover Soil & Water, Dru Harrison
NCDOT, Nick K. Drees 910-398-9100
S
a
g
e
w
o
o
d
D
r
.
35'
S
e
t
b
a
c
k
35' S
e
t
b
a
c
k
20'
B
u
f
f
e
r
y
a
r
d
20' B
u
f
f
e
r
25'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
25'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
2
5
'
S
e
t
b
a
c
k
20'
B
u
f
f
e
r
35'
S
e
t
b
a
c
k
2
0
'
B
u
f
f
e
r
3
5
'
S
e
t
b
a
c
k
25'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
35'
S
e
t
b
a
c
k
20'
B
u
f
f
e
r
2
0
'
B
u
f
f
e
r
3
5
'
S
e
t
b
a
c
k
2
0
'
B
u
f
f
e
r
35
'
S
e
t
b
a
c
k
2
0
'
F
u
t
u
r
e
G
r
e
e
n
w
a
y
E
s
m
t
.
VICINITY MAP
IN
D
E
X
O
F
S
H
E
E
T
S
SI
T
E
D
E
V
E
L
O
P
M
E
N
T
P
L
A
N
PLANTATIO
N
L
A
N
D
I
N
G
T
O
W
N
H
O
M
E
S
PR
E
P
A
R
E
D
B
Y
:
DE
V
E
L
O
P
E
R
/
O
W
N
E
R
WI
L
M
I
N
G
T
O
N
,
N
O
R
T
H
C
A
R
O
L
I
N
A
JU
N
E
2
0
1
8
LEGEND
PR
O
J
E
C
T
N
A
M
E
:
P
L
A
N
T
A
T
I
O
N
L
A
N
D
I
N
G
T
O
W
N
H
O
M
E
S
GS
P
C
O
N
S
U
L
T
I
N
G
P
R
O
J
E
C
T
#
:
2
0
1
8
-
0
0
0
2
FO
R
SI
T
E
D
A
T
A
T
A
B
L
E
66
2
6
G
o
r
d
o
n
R
o
a
d
,
U
n
i
t
C
,
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
L
i
c
e
n
s
e
#
P
-
0
7
1
8
MU
N
G
O
H
O
M
E
S
O
F
N
O
R
T
H
C
A
R
O
L
I
N
A
,
I
N
C
.
25
2
1
S
C
H
I
E
F
F
E
L
I
N
R
O
A
D
,
S
U
I
T
E
#
1
1
6
AP
E
X
,
N
C
2
7
5
0
2
91
9
-
3
0
3
-
8
5
2
5
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
PLANTATION
L
A
N
D
I
N
G
TOWNH
O
M
E
S
Mu
n
g
o
H
o
m
e
s
o
f
N
o
r
t
h
C
a
r
o
l
i
n
a
,
I
n
c
.
25
2
1
S
c
h
i
e
f
f
e
l
i
n
R
o
a
d
,
S
u
i
t
e
#
1
1
6
Ap
e
x
,
N
C
2
7
5
0
2
(9
1
9
)
3
0
3
-
8
5
2
5
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
GE
N
E
R
A
L
N
O
T
E
S
C-
1
1-
8
0
0
-
6
3
2
-
4
9
4
9
CO
N
T
A
C
T
"
C
A
R
O
L
I
N
A
O
N
E
C
A
L
L
"
A
T
PO
L
I
C
E
-
F
I
R
E
-
R
E
S
C
U
E
EM
E
R
G
E
N
C
Y
D
I
A
L
9
1
1
NO
T
I
C
E
R
E
Q
U
I
R
E
D
John FBarnhillD.B. 4236-571Zoning: B-1 n/f Futch CreekProperties, LLCD.B. 2561-363Zoning: B-1Land Use:Vacant n/f Daniel Lee &Delphine Rena GreenD.B. 2716-691Zoning: R-15Land Use:Residential n/f
P
a
m
e
l
a
L
a
t
t
e
r
D
.
B
.
5
0
3
4
-
1
4
5
6
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
B
e
v
e
r
l
y
D
.
B
.
5
8
3
1
-
1
1
0
9
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
A
n
d
e
r
s
o
n
J
e
s
s
i
c
a
D
.
B
.
5
9
1
5
-
2
6
8
5
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
K
i
r
s
t
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
D
.
B
.
5
3
7
2
-
8
1
9
n
/
f
Y
o
u
k
e
r
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
D
.
B
.
4
4
2
4
-
2
8
9
n
/
f
K
e
l
l
i
e
C
u
r
b
o
R
i
d
g
e
w
o
o
d
G
a
r
d
e
n
H
e
a
l
t
h
I
n
v
e
s
t
o
r
s
,
L
L
C
D
.
B
.
5
1
3
9
-
1
4
6
1
Z
o
n
i
n
g
:
R
-
1
5
n
/
f
NORTHNo.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
PLANTATION
L
A
N
D
I
N
G
TOWNH
O
M
E
S
Mu
n
g
o
H
o
m
e
s
o
f
N
o
r
t
h
C
a
r
o
l
i
n
a
,
I
n
c
.
25
2
1
S
c
h
i
e
f
f
e
l
i
n
R
o
a
d
,
S
u
i
t
e
#
1
1
6
Ap
e
x
,
N
C
2
7
5
0
2
(9
1
9
)
3
0
3
-
8
5
2
5
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
2
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
3
0
f
t
.
30
0
15
30
60
John FBarnhillD.B. 4236-571Zoning: B-1 n/f Futch CreekProperties, LLCD.B. 2561-363Zoning: B-1Land Use:Vacant n/f Daniel Lee &Delphine Rena GreenD.B. 2716-691Zoning: R-15Land Use:Residential n/f
P
a
m
e
l
a
L
a
t
t
e
r
D
.
B
.
5
0
3
4
-
1
4
5
6
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
B
e
v
e
r
l
y
D
.
B
.
5
8
3
1
-
1
1
0
9
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
A
n
d
e
r
s
o
n
J
e
s
s
i
c
a
D
.
B
.
5
9
1
5
-
2
6
8
5
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
K
i
r
s
t
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
D
.
B
.
5
3
7
2
-
8
1
9
n
/
f
Y
o
u
k
e
r
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
D
.
B
.
4
4
2
4
-
2
8
9
n
/
f
K
e
l
l
i
e
C
u
r
b
o
R
i
d
g
e
w
o
o
d
G
a
r
d
e
n
H
e
a
l
t
h
I
n
v
e
s
t
o
r
s
,
L
L
C
D
.
B
.
5
1
3
9
-
1
4
6
1
Z
o
n
i
n
g
:
R
-
1
5
n
/
f
35
'
S
e
t
b
a
c
k
35' Set
b
a
c
k
20
'
B
u
f
f
e
r
y
a
r
d
20' Buf
f
e
r
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
25' Setback 20' Buffer35' Setback
20' Buffer
35' Setback
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
35
'
S
e
t
b
a
c
k
20
'
B
u
f
f
e
r
20' Buffer
35' Setback
20' Buffer
35' Setback
20' Future Greenway Esmt.NORTHNo.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
PLANTATION
L
A
N
D
I
N
G
TOWNH
O
M
E
S
Mu
n
g
o
H
o
m
e
s
o
f
N
o
r
t
h
C
a
r
o
l
i
n
a
,
I
n
c
.
25
2
1
S
c
h
i
e
f
f
e
l
i
n
R
o
a
d
,
S
u
i
t
e
#
1
1
6
Ap
e
x
,
N
C
2
7
5
0
2
(9
1
9
)
3
0
3
-
8
5
2
5
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
3
SI
T
E
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
3
0
f
t
.
30
0
15
30
60
John FBarnhillD.B. 4236-571Zoning: B-1 n/f Futch CreekProperties, LLCD.B. 2561-363Zoning: B-1Land Use:Vacant n/f Daniel Lee &Delphine Rena GreenD.B. 2716-691Zoning: R-15Land Use:Residential n/f
P
a
m
e
l
a
L
a
t
t
e
r
D
.
B
.
5
0
3
4
-
1
4
5
6
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
B
e
v
e
r
l
y
D
.
B
.
5
8
3
1
-
1
1
0
9
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
A
n
d
e
r
s
o
n
J
e
s
s
i
c
a
D
.
B
.
5
9
1
5
-
2
6
8
5
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
K
i
r
s
t
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
D
.
B
.
5
3
7
2
-
8
1
9
n
/
f
Y
o
u
k
e
r
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
D
.
B
.
4
4
2
4
-
2
8
9
n
/
f
K
e
l
l
i
e
C
u
r
b
o
R
i
d
g
e
w
o
o
d
G
a
r
d
e
n
H
e
a
l
t
h
I
n
v
e
s
t
o
r
s
,
L
L
C
D
.
B
.
5
1
3
9
-
1
4
6
1
Z
o
n
i
n
g
:
R
-
1
5
n
/
f
35
'
S
e
t
b
a
c
k
35' Set
b
a
c
k
20
'
B
u
f
f
e
r
y
a
r
d
20' Buf
f
e
r
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
25' Setback 20' Buffer35' Setback
20' Buffer
35' Setback
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
35
'
S
e
t
b
a
c
k
20
'
B
u
f
f
e
r
20' Buffer
35' Setback
20' Buffer
35' Setback
20' Future Greenway Esmt.No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
PLANTATION
L
A
N
D
I
N
G
TOWNH
O
M
E
S
Mu
n
g
o
H
o
m
e
s
o
f
N
o
r
t
h
C
a
r
o
l
i
n
a
,
I
n
c
.
25
2
1
S
c
h
i
e
f
f
e
l
i
n
R
o
a
d
,
S
u
i
t
e
#
1
1
6
Ap
e
x
,
N
C
2
7
5
0
2
(9
1
9
)
3
0
3
-
8
5
2
5
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
4
.
1
UT
I
L
I
T
Y
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
3
0
f
t
.
30
0
15
30
60
John FBarnhillD.B. 4236-571Zoning: B-1 n/f Futch CreekProperties, LLCD.B. 2561-363Zoning: B-1Land Use:Vacant n/f Daniel Lee &Delphine Rena GreenD.B. 2716-691Zoning: R-15Land Use:Residential n/f
P
a
m
e
l
a
L
a
t
t
e
r
D
.
B
.
5
0
3
4
-
1
4
5
6
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
B
e
v
e
r
l
y
D
.
B
.
5
8
3
1
-
1
1
0
9
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
A
n
d
e
r
s
o
n
J
e
s
s
i
c
a
D
.
B
.
5
9
1
5
-
2
6
8
5
n
/
f
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
K
i
r
s
t
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
D
.
B
.
5
3
7
2
-
8
1
9
n
/
f
Y
o
u
k
e
r
Z
o
n
i
n
g
:
R
-
1
5
L
a
n
d
U
s
e
:
R
e
s
i
d
e
n
t
i
a
l
D
a
v
i
d
&
D
.
B
.
4
4
2
4
-
2
8
9
n
/
f
K
e
l
l
i
e
C
u
r
b
o
R
i
d
g
e
w
o
o
d
G
a
r
d
e
n
H
e
a
l
t
h
I
n
v
e
s
t
o
r
s
,
L
L
C
D
.
B
.
5
1
3
9
-
1
4
6
1
Z
o
n
i
n
g
:
R
-
1
5
n
/
f
35
'
S
e
t
b
a
c
k
35' Set
b
a
c
k
20
'
B
u
f
f
e
r
y
a
r
d
20' Buf
f
e
r
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
25' Setback 20' Buffer35' Setback
20' Buffer
35' Setback
25
'
A
l
t
e
r
n
a
t
i
v
e
S
e
t
b
a
c
k
&
B
u
f
f
e
r
35
'
S
e
t
b
a
c
k
20
'
B
u
f
f
e
r
20' Buffer
35' Setback
20' Buffer
35' Setback
20' Future Greenway Esmt.NORTHNo.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
PLANTATION
L
A
N
D
I
N
G
TOWNH
O
M
E
S
Mu
n
g
o
H
o
m
e
s
o
f
N
o
r
t
h
C
a
r
o
l
i
n
a
,
I
n
c
.
25
2
1
S
c
h
i
e
f
f
e
l
i
n
R
o
a
d
,
S
u
i
t
e
#
1
1
6
Ap
e
x
,
N
C
2
7
5
0
2
(9
1
9
)
3
0
3
-
8
5
2
5
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
5
GR
A
D
I
N
G
P
L
A
N
GR
A
P
H
I
C
S
C
A
L
E
1
i
n
c
h
=
3
0
f
t
.
30
0
15
30
60
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
PLANTATION
L
A
N
D
I
N
G
TOWNH
O
M
E
S
Mu
n
g
o
H
o
m
e
s
o
f
N
o
r
t
h
C
a
r
o
l
i
n
a
,
I
n
c
.
25
2
1
S
c
h
i
e
f
f
e
l
i
n
R
o
a
d
,
S
u
i
t
e
#
1
1
6
Ap
e
x
,
N
C
2
7
5
0
2
(9
1
9
)
3
0
3
-
8
5
2
5
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
6
ST
A
N
D
A
R
D
D
E
T
A
I
L
S
GENERAL NOTESI. LOCATION OF WHEELCHAIR RAMPS:II. CONSTRUCTION NOTES:III. ADDITIONAL NOTES:PEDESTRIAN CROSSWALK LINE.TRAFFIC.SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.INLETS, ETC. MAY AFFECT PLACEMENT.1. NO SLOPE SHALL EXCEED 1"=1" (12:1) ON THE RAMP OR SIDEWALK.3. USE CLASS "A" CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.PRINTING OFFICE, WASHINGTON, D.C. 20402.1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED FORMAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (3'-4"). WIDTHS MAY EXCEED 40" IF NECESSARY.4. 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.5. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAR STREET.1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED (SEE NOTE 6).2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES,PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
EX
P
A
N
S
I
O
N
J
O
I
N
T
AT
3
0
'
I
N
T
E
R
V
A
L
S
(
T
Y
P
)
30'5'
1"
S
C
O
R
E
(
T
Y
P
)
PLAZA AREA4"5'
No.License #RevisionDesignerDrawn By DateByScaleDateJob No.
PR
E
P
A
R
E
D
F
O
R
:
Sh
e
e
t
N
o
.
66
2
6
G
o
r
d
o
n
R
o
a
d
U
n
i
t
C
W
i
l
m
i
n
g
t
o
n
,
N
o
r
t
h
C
a
r
o
l
i
n
a
2
8
4
1
1
t
e
l
:
9
1
0
-
4
4
2
-
7
8
7
0
f
a
x
:
9
1
0
-
7
9
9
-
6
6
5
9
PLANTATION
L
A
N
D
I
N
G
TOWNH
O
M
E
S
Mu
n
g
o
H
o
m
e
s
o
f
N
o
r
t
h
C
a
r
o
l
i
n
a
,
I
n
c
.
25
2
1
S
c
h
i
e
f
f
e
l
i
n
R
o
a
d
,
S
u
i
t
e
#
1
1
6
Ap
e
x
,
N
C
2
7
5
0
2
(9
1
9
)
3
0
3
-
8
5
2
5
WilmingtonNew Hano
v
e
r
C
o
u
n
t
y
No
r
t
h
C
a
r
o
l
i
n
a
C-
7
ST
A
N
D
A
R
D
D
E
T
A
I
L
S
CASTLE HAYNE SUBDIVI SION –
CONCEPT DESIGN
TRC NAR R ATIVE
Project Address: 2323 Castle Hayne Road
PIN # R03300-001-006-000
Zoning: R-20
Acreage: 23.39 ac
Proposed Development: Single Family (R-20 Performance Residential)
Concept:
The Parcel is a narrow strip of property positioned between 2 developed subdivisions. The Parcel
Frontage is limited and allows a single access corridor from Castle Hayne Road. A Floodway Corridor
exists along the entire southern boundary and a narrow, separate parcel exists along the northern
boundary. The existing southern subdivision’s roads terminate at the Floodway and the northern
subdivision does not provide connectivity stub roads. The western end of the parcel abuts property
owned by Duke Energy and not available for a possible road extension. The resulting impacts limit the
ability to provide connective road stubs to the adjacent properties. A connection across the Floodway
will be cost prohibitive based on the parcel’s development potential. Given the above constraints, a
variance of the road length, links and nodes and connectivity will be required.
N/
F
B
Y
R
D
,
D
A
V
I
D
W
I
N
S
T
O
N
J
R
PI
D
:
R
0
3
3
0
0
-
0
0
1
-
0
1
2
-
0
0
0
ZO
N
E
:
R
-
2
0
US
E
:
U
N
U
S
E
D
6.
2
2
A
C
R
E
S
N/
F
B
Y
R
D
,
F
A
Y
E
J
A
N
E
PI
D
:
R
0
3
3
0
0
-
0
0
1
-
0
5
8
-
0
0
0
ZO
N
E
:
R
-
2
0
US
E
:
R
E
S
I
D
E
N
T
I
A
L
0.
9
9
A
C
R
E
S
N/
F
C
A
R
O
L
I
N
A
P
O
W
E
R
A
N
D
L
I
G
H
T
PI
D
:
R
0
3
3
0
0
-
0
0
1
-
0
1
1
-
0
0
0
ZO
N
E
:
R
-
2
0
US
E
:
U
N
U
S
E
D
2.
3
7
A
C
R
E
S
N/
F
C
A
R
O
L
I
N
A
P
O
W
E
R
A
N
D
L
I
G
H
T
PI
D
:
R
0
3
3
0
0
-
0
0
1
-
0
1
0
-
0
0
0
ZO
N
E
:
R
-
2
0
US
E
:
U
N
U
S
E
D
4.
9
4
A
C
R
E
S
N
/
F
S
E
I
T
T
E
R
,
J
A
N
E
B
R
A
D
S
H
A
W
LI
F
E
E
S
T
A
T
E
PI
D
:
R
0
3
3
0
0
-
0
0
1
-
0
0
5
-
0
0
1
Z
O
N
E
:
R
-
2
0
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
1
1
.
5
3
A
C
R
E
S
N
/
F
B
E
T
H
A
N
Y
P
R
E
S
B
Y
T
E
R
I
A
N
C
H
U
R
C
H
P
I
D
:
R
0
3
3
0
0
-
0
0
1
-
0
0
6
-
0
0
1
Z
O
N
E
:
O
-
I
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
2
.
4
2
A
C
R
E
S
N
/
F
K
I
N
G
R
E
Y
,
S
A
N
D
R
A
E
D
I
T
H
P
I
D
:
R
0
3
3
0
0
-
0
0
1
-
0
0
7
-
0
0
0
Z
O
N
E
:
O
-
I
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
0
.
9
3
A
C
R
E
S
N
/
F
P
H
I
L
L
I
P
S
,
F
D
O
N
A
L
D
J
R
N
A
N
C
Y
K
P
I
D
:
R
0
3
3
0
0
-
0
0
1
-
0
0
9
-
0
0
0
Z
O
N
E
:
B
-
2
U
S
E
:
A
U
T
O
R
E
P
A
I
R
S
E
R
V
I
C
E
0
.
9
7
A
C
R
E
S
N
/
F
N
I
X
I
N
V
E
S
T
M
E
N
T
S
2
L
L
C
P
I
D
:
R
0
3
3
0
0
-
0
0
1
-
0
6
2
-
0
0
0
Z
O
N
E
:
B
-
2
U
S
E
:
A
U
T
O
R
E
P
A
I
R
S
E
R
V
I
C
E
1
.
5
4
A
C
R
E
S
N
/
F
N
I
X
I
N
V
E
S
T
M
E
N
T
S
2
L
L
C
P
I
D
:
R
0
3
3
1
5
-
0
0
5
-
0
0
2
-
0
0
0
Z
O
N
E
:
B
-
2
U
S
E
:
A
U
T
O
R
E
P
A
I
R
S
E
R
V
I
C
E
2
.
1
2
A
C
R
E
S
N
/
F
B
E
T
H
A
N
Y
P
R
E
S
B
Y
T
E
R
I
A
N
C
H
U
R
C
H
P
I
D
:
R
0
3
3
1
9
-
0
0
3
-
0
1
0
-
0
0
0
Z
O
N
E
:
R
-
2
0
U
S
E
:
R
E
L
I
G
I
O
U
S
A
C
T
I
V
I
T
I
E
S
2
.
8
9
A
C
R
E
S
N
/
F
F
U
L
B
R
I
G
H
T
,
T
E
R
R
Y
D
E
A
N
P
I
D
:
R
0
3
3
1
9
-
0
0
3
-
0
0
9
-
0
0
0
Z
O
N
E
:
R
-
2
0
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
0
.
5
3
A
C
R
E
S
N
/
F
H
U
B
E
R
,
J
E
A
N
E
N
E
P
I
D
:
R
0
3
3
1
9
-
0
0
3
-
0
0
8
-
0
0
0
Z
O
N
E
:
R
-
2
0
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
0
.
6
6
A
C
R
E
S
N/F
M
I
L
L
E
R
,
B
I
L
L
Y
DORO
T
H
Y
E
T
A
L
PID:
R
0
3
3
0
0
-
0
0
2
-
0
0
1
-
0
0
0
ZONE:
B
-
2
USE:
U
N
U
S
E
D
12.33
A
C
R
E
S
N/F MILLER, BILLY EARL
DOROTHY B
PID: R03300-002-001-002
ZONE: B-2
USE: UNUSED
2.48 ACRES
N
/
F
S
E
I
T
T
E
R
,
J
A
N
E
B
R
A
D
S
H
A
W
LI
F
E
E
S
T
A
T
E
PI
D
:
R
0
3
3
0
0
-
0
0
1
-
0
0
5
-
0
0
0
Z
O
N
E
:
R
-
2
0
U
S
E
:
U
N
U
S
E
D
1
6
.
6
9
A
C
R
E
S
N
/
F
S
E
I
T
T
E
R
,
C
A
T
H
E
R
I
N
E
D
PI
D
:
R
0
3
3
0
0
-
0
0
1
-
0
5
3
-
0
0
0
Z
O
N
E
:
R
-
2
0
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
1
.
2
7
A
C
R
E
S
N
/
F
L
O
N
G
,
L
E
O
N
A
R
D
H
M
A
R
Y
H
E
L
E
N
P
I
D
:
R
0
3
3
1
9
-
0
0
7
-
0
0
1
-
0
0
0
Z
O
N
E
:
R
-
2
0
U
S
E
:
R
E
S
I
D
E
N
T
I
A
L
1
.
2
8
A
C
R
E
S
1
2
3
4
5
6
7
8
9
10
11
12
13
14
151617
18
19
2021
222324
25
2627
28
29
30
31
32
33
34
35
36
37
38
39
40
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:
IN
I
T
DA
T
E
DE
S
C
R
I
P
T
I
O
N
RE
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
PR
E
L
I
M
I
N
A
R
Y
DE
V
E
L
O
P
M
E
N
T
P
L
A
N
23
2
3
C
a
s
t
l
e
H
a
y
n
e
R
o
a
d
Ne
w
H
a
n
o
v
e
r
C
o
u
n
t
y
,
N
C
-
1" = 120'
175-02
SL
FB
FB
X-XX
NORTH
GRAPHIC SCALE: 1" = 120'
120'60'0120'240'
SITE DATA
ADDRESS:2323 CASTLE HAYNE ROAD
WILMINGTON, NC 28401
PIN:R03300-001-006-000
BK 9998 PG E460
OWNER:JORDAN, ROBERT H. JR
PO BOX 610
LENOIR, NC 28645
AREA:23.39 ACRES
ZONING:R-20
USE:RESIDENTIAL
MAX DENSITY:1.9 UNITS/ACRE
PRO DENSITY:1.7 UNITS/ACRE
MAX HEIGHT:35'
FLO
O
D
W
A
Y
FL
O
O
D
W
A
Y