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440.33'
N 43°30'34" E
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373844 42 404346 454750 4951 48
WETLANDS
20'
20'50
'
24'
50'
24'
50'
24'
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18238.PE
2919 B
reez
ewo
od A
ve.
, Ste
. 400
Fay
ette
vill
e, N
C 2
8303
I
F
SS
E
05/18/18
05/18/2018
1" =
100'
MN
MN
AH
E
0 50 100 200 300
SCALE: 1"=100'
GRAPHIC SCALE
PHASING
1. THE NEIGHBORHOOD IS PLANNED TO HAVE 2 PHASES, SEE PRELIMINARY PLAT PLANS.
2. ALL AMENITIES WILL BE CONSTRUCTED IN PHASE 1.
TRAFFIC IMPACTS
1. REFER TO TRAFFIC IMPACT ANALYSIS PREPARED BY
WETHERILLENGINEERING, INC., DATED NOVEMBER 2016
WETLAND NOTES
1. THERE ARE WETLANDS ON THE PROPERTY.
2. THE 401 WATER QUALITY CERTIFICATIONS HAVE BEEN APPROVED
BY NCDEQ - WATER RESOURCES PER DWR PROJECT # 2017-1236.
3. THE 404 NWP 39 & 18 HAVE BEEN APPROVED BY USACE PER USACE
ACTION ID# SAW 2016-00123.
UTILITIES
1. ALL WATER UTILITIES WILL BE COORDINATED WITH PENDER COUNTY
ENGINEERING & UTILITIES; AND SEWER UTILITIES WILL BE COORDINATED
WITH PLURIS.
FLOODPLAIN NOTES
1. THIS PARCEL IS IN FLOOD ZONE X, WHICH IS NOT A SPECIAL FLOOD
HAZARD AREA, ACCORDING TO FEMA FLOOD PANEL 3720328200J WITH AN
EFFECTIVE DATE OF FEBRUARY 16, 2007.
STREETLIGHT NOTES
1. STREETLIGHT LOCATIONS SHOWN ON PLAN ARE PRELIMINARY, AND BASED
ON PENDER UDO SPECIFICATIONS. FINAL DESIGN, LOCATIONS, AND
CALCULATIONS WILL BE PROVIDED BY DUKE ENERGY.
HISTORICAL & ARCHAEOLOGY NOTES
1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON ANY OF THE
SUBJECT PARCELS.
BOUNDARY
1. SURVEY IS COMPLETE & TITLE SEARCH FOR EXISTING EASEMENTS IS UNDERWAY. FINAL PLAT WILL
REFLECT ANY EASEMENT. SURVEY COMPLETED ON MAY 17, 2018.
2. EXISTING TOPOGRAPHY REFERENCED FROM PENDER COUNTY GIS.
BUFFER NOTES
1. ALL SURROUNDING ADJACENT PROPERTIES ARE ZONED RP AND PD - SEE PLANS FOR SPECIFIC
BUFFER TYPES AND LOCATIONS.
RECREATION UNIT NOTES
1. 51 LOTS REQUIRE 1.0 RECREATION UNIT TOTALING $10,000 OR MORE. INSTALLATION OF THE
PROPOSED ACTIVE RECREATION AREAS WILL FAR EXCEED THE $10,000, 1.0 UNIT REQUIREMENT.
FOR FULL DETAILS OF PROPOSED ACTIVE RECREATION AREAS, REFER TO COST ESTIMATE
PROVIDED WITH SUBMITTAL TO PENDER COUNTY.
UNIT TOTALS & SITE YIELD
TOTAL SINGLE FAMILY: 51 UNITS
HOMEOWNERS ASSOCIATION
1. PER PENDER COUNTY UDO 7.3, HOMEOWNERS ASSOCIATIONS SHALL BE REQUIRED FOR ALL
DEVELOPMENTS WITH DEDICATED IMPROVEMENTS SUCH AS PRIVATELY MAINTAINED STREETS AND/OR
OPEN SPACE DEDICATIONS AND MUST BE RECORDED ALONG WITH THE FIRST PHASE OF A FINAL PLAT
TO ENCOMPASS THE ENTIRE DEVELOPMENT WITH AN OUTLINE OF AMENITIES/LAND TRANSFERRED TO
THE SAID HOA AT OR BEFORE 25% OF ALL UNITS ARE CONSTRUCTED.
SITE INFORMATION
APPLICANT INFORMATION: RHH LAND INVESTORS, LLC
2919 BREEZEWOOD AVE, STE 400
FAYETTEVILLE, NC 28303
OWNER:
LANWILLO DEVELOPMENT CO.
14 S. 5TH STREET
WILMINGTON, NC 28401
CURRENT LAND USE: VACANT LAND
CAMA LAND USE PLAN DESIGNATION: MIXED USE
EXISTING ZONING: RP - RESIDENTIAL PERFORMANCE
PROPOSED ZONING: RM - RESIDENTIAL MIXED USE
PIN: 3282-83-0888-0000 (6.56 ACRES)
3283-73-8614-0000 (10.59 ACRES)
TOWNSHIP: TOPSAIL
DEED BOOK/ PAGE: PB 25/126A
PROPOSED USE: SFD- SINGLE FAMILY DWELLING
DETACHED CONVENTIONAL (SEC. 4.15.1)
TOTAL SITE AREA: ± 18.0 ACRES
SITE UPLANDS AREA: ± 16.08 ACRES
SITE WETLANDS AREA: ± 1.92 ACRES
SITE TOTAL AREA: ± 18.0 ACRES
SINGLE FAMILY DIMENSION REQUIREMENTS
PROPOSED HOUSING TYPE: ALL UNITS ARE SINGLE FAMILY DWELLING
DETACHED CONVENTIONAL (SEC. 4.15.1)
DIMENSION:
MINIMUM LOT SIZE: 5,000 SF
MAXIMUM LOT SIZE: 20,000 SF
FRONTYARD SETBACK: 5' MINIMUM
SIDEYARD SETBACK: 5' MINIMUM
CORNER SIDEYARD SETBACK: 5' MINIMUM
REAR SETBACK: 10' MINIMUM
MAXIMUM BUILDING HEIGHT: 35'
STRUCTURE SEPARATION: 10' MINIMUM
MINIMUM CORD DISTANCE: 25'
MINIMUM LOT WIDTH: 27'
LANDSCAPING
1. SEE SHEETS P-1 THROUGH P-2 FOR LANDSCAPE PLANS
PROJECT ROAD NOTES
1. ALL COLLECTOR ROADS WILL BE PUBLIC RIGHT OF WAYS CONSTRUCTED TO NCDOT SUBDIVISION
ROADS MINIMUM CONSTRUCTION STANDARDS.
2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TO EXISTING ROADWAYS &
THE PROJECT COLLECTOR ROAD WILL HAVE A 30' RADIUS MINIMUM.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE ACCESSIBLE BY VEHICLE
TRAFFIC TO INCLUDE DURING CONSTRUCTION AND MEET PENDER COUNTY STREET SIGN
SPECIFICATIONS.
4. ADDRESSING WILL COMPLY WITH PENDER COUNTY UDO ARTICLE 11.
5. NO PROPOSED ROAD EXCEEDS 1 MILE IN LENGTH OR ACCESSES MORE THAN 200 LOTS. ALL ROADS
WILL COMPLY WITH SECTION 7.5.3 OF THE PENDER COUNTY UDO.
24'
1/2" PER FT
1/4" PER FT
1'
50 FT R/W
1/4" PER FT
6" STONE
UNDER CURBING
1'
1' 1'
SLOPES= 3:1
SLOPES= 3:1
MODIFIED VALLEY CURB
2"-S9.5B SURFACE
8"-AGGREGATE BASE COURSE
STORMWATER
1. STORMWATER DESIGN SHALL BE COMPLIANT WITH PENDER COUNTY UDO
2. FULL PERMIT APPROVALS TO BE PROVIDED TO COUNTY WHEN RECEIVED
3. STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND COUNTY STORMWATER STANDARDS.
4. PER PENDER COUNTY UDO, SECTION 7.9.1:
A DRAINAGE PLAN THAT WILL INCLUDE ALL PORTIONS OF THE DEVELOPMENT SHALL BE SUBMITTED. THIS PLAN SHALL BE
PREPARED AND SEALED BY A REGISTERED ENGINEER. THE PLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE
SYSTEM FOR THESE AREAS THAT WILL ACCOMMODATE THE TEN-YEAR STORM EVENT WITHOUT FLOODING OR
SUBSTANTIAL PONDING OF WATER IN THE AREAS INCLUDED IN THE PLAN. THE PLAN MUST ALSO ACCOMMODATE ANY
DISCHARGE FROM PROPERTIES IN UPLAND PORTIONS OF THE DRAINAGE BASIN THAT FLOWS THROUGH THE PROPERTY
FOR THE SAME STORM EVENT FOR THE TYPE DEVELOPMENT FOR WHICH THAT PROPERTY IS ZONED. THE BOUNDARY OF
ANY DRAINAGE AREA ON A PORTION OF THE SITE AND/OR UPLAND FROM THE SITE AND DRAINAGE AREAS BETWEEN
STORMWATER DISCHARGE POINTS FROM THE SITE TO THE RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON A MAP
(COPY OF 7.5 MIN. USGS QUAD OR SIMILAR MAP). ANY DRAINAGE FACILITY RECEIVING STORMWATER DISCHARGE FROM
THE DEVELOPMENT SHALL HAVE THE CAPACITY TO CARRY THE ANTICIPATED STORMWATER FLOW FROM AREAS THAT
DISCHARGE THROUGH THEM FOR THE 10 YEAR STORM EVENT FROM THE POINT OF DISCHARGE AT THE DEVELOPMENT TO
THE RECIPIENT PERENNIAL STREAM WITHOUT OVER FLOWING THEIR BANKS. THE LOCATION, SIZE AND/OR CAPACITY OF
ALL STRUCTURES INCLUDED IN THE DRAINAGE SYSTEM AND RECEIVING DISCHARGE FROM THE DEVELOPMENT TO THE
RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON THE PLAN AND CALCULATIONS USED IN DESIGNING THE DRAINAGE
SYSTEM SHALL BE SUBMITTED IN A LEGIBLE FORMAT. THIS PLAN MAY BE INCLUDED IN THE STREET AND DRAINAGE PLAN,
STORMWATER MANAGEMENT PLAN OR ON THE PRELIMINARY PLAT, AS LONG AS THE DESIGN PROFESSIONAL CERTIFIES
THAT THE SPECIFIC DRAINAGE PLAN SUBMITTED COMPLIES WITH THESE REQUIREMENTS AND THE INFORMATION
REQUIRED IS SHOWN OR SUBMITTED.
ED
GE
O
F R
OA
D
HOUSE PAD PLACEMENT TO
BACK AND FRONT OF LOT
MAY VARY; HOWEVER, NO
HOUSE WILL BE BUILT
CLOSER TO LOT LINES THAN
MINIMUM SETBACKS LISTED
ON THIS PLAN
STANDARD LOT WITH 5'
MINIMUM SIDE SETBACKS; 5'
SETBACK ALLOWED PROVIDED
ADJACENT LOT HAS A MINIMUM
OF 5' SETBACK; FINAL PLAT
WILL SHOW ALL PROPOSED
SETBACKS FOR EACH LOT
STANDARD LOT WITH 5'
MINIMUM FRONT SETBACK;
HOUSE MAY SIT ANYWHERE
BETWEEN MINIMUM FRONT AND
REAR BUILDING SETBACKS
FRONT PROPERTY LINE/ R.O.W.
TYPICAL SINGLE FAMILY SETBACKS
NOT TO SCALE
HOUSE PAD
HOUSE PADHOUSE PADHOUSE PAD
LOT A LOT B LOT C
LOT D
REAR
PROPERTY LINE
R
E
A
R
P
R
O
P
E
R
T
Y
L
IN
E
5' FRONT
SETBACK
5' FRONT
SETBACK
5
' F
R
O
N
T
S
E
T
B
A
C
K
5
' S
ID
E S
ET
BA
CK
5
' S
ID
E S
ET
BA
CK
5
' S
ID
E
SE
TB
AC
K
5
' S
ID
E S
ET
BA
CK
5
' S
ID
E
SE
TB
AC
K
5'
10'
5
' C
OR
NE
R
SID
E
SE
TB
AC
K
5' SIDE
SETBACK
5
' S
ID
E
S
E
T
B
A
C
K
5'5'
10'
5'
LOCATION MAP
SCALE: 1"=1,000'
20' WIDE DRAINAGE EASEMENT
WETLANDS LOCATED WITHIN
BUFFER AREAS TO SATISFY
MINIMUM BUFFER PLANTING
REQUIREMENTS
ROAD A
50' PUBLIC ROW
B-3 LANDSCAPE BUFFER
(+ 0.40 ACRE)
SEE PRELIMINARY PLAT PLANS
LANDSCAPE BUFFER BETWEEN
COMMERCIAL PD TRACTS AND ADJACENT
RESIDENTIAL ZONE PROPERTIES BY
COMMERCIAL PROPERTY OWNER -
TYPICAL CONDITION
1
20' WIDE DRAINAGE EASEMENT
SIGNS
1. ALL PROPOSED SIGNS SHALL CONFORM TO PEDER COUNTY UDO 9.6.1 FOR
PERMANENT SIGNS FOR SUBDIVISIONS AND RESIDENTIAL DEVELOPMENTS
AND SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS OUTLINED IN
ARTICLE 9, SECTION 9.2.
RO
AD
B
50'
PU
BLIC
R
OW
PROPOSED DRIVEWAY LOCATION (TYP.)
APPARENT END OF NCDOT R/W
PER MB 25, PG 126
ROAD TO BE REALIGNED AS SHOWN
A-3 LANDSCAPE BUFFER
(+ 0.10 ACRE)
D
E
E
R
F
I
E
L
D
D
R
I
V
E
6
0
'
P
U
B
L
I
C
R
O
W
B-3 LANDSCAPE BUFFER
(+ 0.26 ACRE)
SEE PRELIMINARY PLAT PLANS
LANDSCAPE BUFFER BETWEEN
COMMERCIAL PD TRACTS AND ADJACENT
RESIDENTIAL ZONE PROPERTIES BY
COMMERCIAL PROPERTY OWNER -
TYPICAL CONDITION
TYPICAL SINGLE FAMILY LOT, REFER TO
SETBACKS DETAIL THIS SHEET FOR
SETBACK / DIMENSIONAL STANDARDS
WETLANDS LOCATED WITHIN BUFFER AREAS TO
SATISFY MINIMUM BUFFER PLANTING
REQUIREMENTS, ADDITIONAL PLANTING TO BE
PROVIDED IF REQUIRED TO MEET COUNTY
STANDARDS
PEDESTRIAN ACCESS POINT TO ACTIVE
OPEN SPACE & CLUSTER BOX UNIT( CBU)
WITH VEHICULAR TURNOUT
ACTIVE OPEN SPACE AMENITY
AREA WITH MAIL KIOSK
FACILITIES SHOWN ARE
DIAGRAMMATIC.
FINAL DESIGN IS TBD AND WILL BE
SUBMITTED AT A FUTURE DATE
STORMWATER
BASIN
PASSIVE
OPEN
SPACE
WETLANDS
STORMWATER
BASIN
WETLANDS (TYP.)
2
3
5
6
4
WETLAND PRESERVATION NOTES
1. THE DEVELOPER IS COMMITTED TO PROTECTING THE SITE'S EXISTING
WETLANDS.
2. THE PROPOSED DESIGN DOES NOT ANTICIPATE IMPACTS TO ANY OF THE
SITE'S EXISTING WETLANDS.
3. IN ADDITION TO PROVIDING AN ENVIRONMENTALLY SENSITIVE DESIGN, THE
DEVELOPER WILL PROVIDE (1) SIGN AT THE REAR PROPERTY LINE OF EACH
LOT THAT BORDERS WETLANDS TO INFORM THE HOMEOWNER'S OF THE
WETLAND BOUNDARY
B-3 LANDSCAPE BUFFER
(+ 0.11 ACRE)
SEE PRELIMINARY PLAT PLANS
FIRE TRUCK / EMS
COMPLIANT TURN
AROUND
AS APPROVED WITH
ADJACENT DEVELOPMENT
PLANS (NAME TBD)
PROJECT MAIN ENTRANCE
FIRE TRUCK / EMS
COMPLIANT TURN
AROUND
C
R
E
E
K
V
I
E
W
D
R
I
V
E
NAICS
CODE USE
236115 SINGLE FAMILY HOUSING
23611 RESIDENTIAL BUILDING CONSTRUCTION
236117 NEW HOUSING FOR SALE BUILDERS
712190 NATURE PARK
713940 COMMUNITY CENTER, POOL HOUSE,
RECREATION AND SPORTS, ACTIVE RECREATION
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME. SO A MINIMUM
PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED
WITH THE AVAILABILITY OF SOILS DATA.
12' 12'
OPEN SPACE KEY
PASSIVE OPEN SPACE ±0.27 AC
(SHEET P-1)
PASSIVE OPEN SPACE ±0.29 AC
(SHEET P-1)
PASSIVE OPEN SPACE ±0.15 AC
(SHEETS P-1 & P-2)
PASSIVE OPEN SPACE ±0.29 AC
(SHEETS P-1 & P-2)
PASSIVE OPEN SPACE ±0.17 AC
(SHEET P-2)
PASSIVE OPEN SPACE ±0.76 AC
(SHEET P-2)
TOTAL PASSIVE OPEN SPACE : ±1.93 AC*
WETLANDS NOT ON LOTS: ±1.92 AC
TOTAL PASSIVE & WETLAND AREA: ±3.85 AC
ACTIVE OPEN SPACE ±1.85 AC
(SHEET P-2)
TOTAL ACTIVE OPEN SPACE: ±1.85 AC
TOTAL OPEN SPACE ±5.57 AC
(ACTIVE & PASSIVE)
*DEDICATED PASSIVE OPEN SPACE +0.75 AC
1
2
3
4
5
6
R
O
A
D
C
5
0
'
P
U
B
L
I
C
R
O
W
ACTIVE
OPEN
SPACE
FORMER CREEKVIEW DRIVE RIGHT OF WAY;
PROPOSED REALIGNMENT AS SHOWN THIS PLAN
EXISTING DRAINAGE EASEMENT TO
REMAIN AND BE IN PART OF
BUFFER AREA
2
8
'
2
8
'
28'
28'
28'
2
8
'
28'
2
8
'
2
8
'
2
8
'
2
8
'
28'
2
8
'
28'
2
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'
0'
0'
3
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3
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3
0
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3
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23'-10"
23'-7"
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29'-0" G
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10'-4"
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29'-0"
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3'-4"
60'-0"
2'-7"
7'-6"
W
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*
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F
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3282-73-4586
3282-73-5478
KINNEY LOGAN TYLER
EDENS CHRISTOPHER JR
TRESEDER NICHOLAS K TRUSTEE et al
2592/255
LOT 22 - MB 26, PG 62
ZONED: RP
30
3
0
30
25
25
25
2
5
25
25
25
IP
F
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F
440.33'
N 43°30'34" E
1
8
0
.0
0
'
S
2
9
°
5
4
'2
9
" E
1
6
3
.7
2
'
S
2
6
°
1
8
'3
5
"
E
1
3
2
.
6
3
'
S
1
4
°
4
7
'
4
6
"
E
865.59'
N 44°1
7'00" W
382.57'
N 53°55'21" E
60.00'
N
55°33'09" E
25' C
-4 B
UF
FE
R Y
AR
D
(B
Y A
DJA
CE
NT
O
WN
ER
)
25' C
-4 B
UF
FE
R Y
AR
D
(B
Y A
DJA
CE
NT
O
WN
ER
)
N 44°1
7'00" W
770.2
5'
60.01'
60.01'
50.01'
50.01'
50.01'
50.01'
50.01'
50.01'
50.15'
53.95'
S 43°19'56" E 3
75.09'
50.00'50.00'
59.55'59.50'
L5
120.00'
C
9
C
1
0
C
1
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5
.
2
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'
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1
6
°
0
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92.30'
N 43°19'56" W 100.80'
L6
153.95'
N 43°19'56" W
1
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°
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E
60.00'
60.00'
50.00'50.00'
50.00'
50.00'
50.00'
50.00'L11
C21
C
2
2
50.19'
N 53°55'21" E 94.48'
C
2
3
C24
82.97'
S 43°19'56" E
C
2
5
L12
50.00'
50.00'
50.00'
50.00'
50.00'
L13
L14
C
2
6
L15
L16
L17
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L18
L19
95.00'
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L2050.00'
50.00'59.55'
59.50'
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N
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°
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8
130.12'
S 46°40'04" W
145.49'
S 43°19'56" E
136.10'
S 46°40'04" W
135.27'
S 46°40'04" W
134.44'
S 46°40'04" W
133.61'
S 46°40'04" W
132.78'
S 46°40'04" W
131.95'
S 46°40'04" W
131.12'
S 46°40'04" W
120.00'
S 46°40'04" W
120.00'
S 46°40'04" W
120.00'
S 46°40'04" W
120.00'
S 46°40'04" W
139.88'
S 46°40'04" W
50.08'
S 43°30'34" W 63.87'
L26
L27
L28
L29
50.40'
50.40'
139.13'
S 43°19'56" E
132.10'
S 43°19'56" E
127.19'
S 43°19'56" E
L30
129.95'
L
3
1
1
1
1
.9
2
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S
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6
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1
8
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5
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E
5
7
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3
7
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1
4
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4
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E
7
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L
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N
8
2
°
4
5
'
1
9
"
E
6,429 SF
±
0.148 AC
. ±
6,429 SF
±
0.148 AC
. ±
6,790 SF
±
0.156 AC
. ±
7,116 SF
±
0.163 AC
. ±
7,434 SF
±
0.171
AC. ±
7,516 SF
±
0.173 AC
. ±
6,883
SF ±
0.158 AC
. ±
6,784 SF
±
0.156 AC
. ±
6,743 SF
±
0.155 AC
. ±
6,701
SF ±
0.154 AC
. ±
6,660 SF
±
0.153 AC
. ±
6,618 SF
±
0.152 AC
. ±
6,577
SF ±
0.151 AC
. ±
7,837 SF
±
0.180 AC
. ±
7,778 SF
±
0.179 AC
. ±
16,24
8 SF ±
0.373 AC
. ±
6,444 SF
±
0.148 AC
. ±
6,461
SF ±
0.148 AC
. ±
6,461 SF
±
0.148 AC
. ±
6,461 SF
±
0.148 AC
. ±
7,140 SF
±
0.164 AC
. ±
7,146 SF
±
0.164 AC
. ±
6,000 SF
±
0.138 AC
. ±
6,000 SF
±
0.138 AC
. ±
6,340 SF
±
0.146 AC
. ±
7,236 SF
±
0.166 AC
. ±
6,510 SF
±
0.149 AC
. ±
WETLANDS
STORMWATER
BASIN
PASSIVE OPEN SPACE
(2) LO
(4) LGM
(4)LO
(8)LGM
GRASS (SEED)
(98% COVERAGE, MIN.)
GRASS (SEED)
(98% COVERAGE, MIN.)
20'
20'24'
50'
50'
24'
70'
R28'
R28'
20'
R470'
R230'
T324
.5'
R30' R30'
R30'
R30'
T768
DA
TE
:
SC
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:
DE
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DR
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PEI JOB#:
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FIN
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RE
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F
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PR
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:
DR
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FO
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SEAL
CLIE
NT
IN
FO
RM
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N:
PE
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CO
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TY
, N
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RO
LIN
A
18238.PE
2919 B
reez
ewo
od A
ve.
, Ste
. 400
Fay
ette
vill
e, N
C 2
8303
I
F
SS
E
05/18/18
P-1
05/18/18
1" =
50'
MN
MN
AH
E
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
PHASING
1. THE NEIGHBORHOOD IS PLANNED TO HAVE 2 PHASES.
2. ALL AMENITIES WILL BE CONSTRUCTED IN PHASE 1.
S
E
E
S
H
E
E
T
C
-
2
.
2
UTILITIES
1. ALL WATER UTILITIES WILL BE COORDINATED WITH PENDER COUNTY
ENGINEERING & UTILITIES; AND SEWER UTILITIES WILL BE COORDINATED
WITH PLURIS.
FLOODPLAIN NOTES
1. THIS PARCEL IS IN FLOOD ZONE X, WHICH IS NOT A SPECIAL FLOOD HAZARD
AREA, ACCORDING TO FEMA FLOOD PANEL 3720328200J WITH AN
EFFECTIVE DATE OF FEBRUARY 16, 2007.
STREETLIGHT NOTES
1. STREETLIGHT LOCATIONS SHOWN ON PLAN ARE PRELIMINARY, AND BASED
ON PENDER UDO SPECIFICATIONS. FINAL DESIGN, LOCATIONS, AND
CALCULATIONS WILL BE PROVIDED BY DUKE ENERGY.
HISTORICAL & ARCHAEOLOGY NOTES
1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON ANY OF THE
SUBJECT PARCELS.
BOUNDARY
1. SURVEY IS COMPLETE & TITLE SEARCH FOR EXISTING EASEMENTS IS UNDERWAY. FINAL PLAT WILL
REFLECT ANY EASEMENT. SURVEY COMPLETED ON MAY 17, 2018.
2. EXISTING TOPOGRAPHY REFERENCED FROM PENDER COUNTY GIS.
BUFFER NOTES
1. ALL SURROUNDING ADJACENT PROPERTIES ARE ZONED RP AND PD - SEE PLANS FOR SPECIFIC
BUFFER TYPES AND LOCATIONS.
RECREATION UNIT NOTES
1. 51 LOTS REQUIRE 1.0 RECREATION UNIT TOTALING $10,000 OR MORE. INSTALLATION OF THE
PROPOSED ACTIVE RECREATION AREAS WILL FAR EXCEED THE $10,000, 1.0 UNIT REQUIREMENT.
FOR FULL DETAILS OF PROPOSED ACTIVE RECREATION AREAS, REFER TO COST ESTIMATE
PROVIDED WITH SUBMITTAL TO PENDER COUNTY.
UNIT TOTALS & SITE YIELD
TOTAL SINGLE FAMILY: 51 UNITS
= PROPERTY LINE
LEGEND
= PROPOSED WATER MAIN
= PROPOSED SANITARY SEWER MAIN
= SEWER MANHOLE
= FIRE HYDRANT
= CATCH BASIN
= PROPOSED STORM PIPE
SS SS SS SS
W W W W
= STREETLIGHT
*
= DRIVEWAY LOCATION
HOMEOWNERS ASSOCIATION
1. PER PENDER COUNTY UDO 7.3, HOMEOWNERS ASSOCIATIONS SHALL BE REQUIRED FOR ALL
DEVELOPMENTS WITH DEDICATED IMPROVEMENTS SUCH AS PRIVATELY MAINTAINED STREETS AND/OR
OPEN SPACE DEDICATIONS AND MUST BE RECORDED ALONG WITH THE FIRST PHASE OF A FINAL PLAT
TO ENCOMPASS THE ENTIRE DEVELOPMENT WITH AN OUTLINE OF AMENITIES/LAND TRANSFERRED TO
THE SAID HOA AT OR BEFORE 25% OF ALL UNITS ARE CONSTRUCTED.
SITE INFORMATION
APPLICANT INFORMATION: RHH LAND INVESTORS, LLC
2919 BREEZEWOOD AVE, STE 400
FAYETTEVILLE, NC 28303
OWNER:
LANWILLO DEVELOPMENT CO.
14 S. 5TH STREET
WILMINGTON, NC 28401
CURRENT LAND USE: VACANT LAND
CAMA LAND USE PLAN DESIGNATION: MIXED USE
EXISTING ZONING: RP - RESIDENTIAL PERFORMANCE
PROPOSED ZONING: RM - RESIDENTIAL MIXED USE
PIN: 3282-83-0888-0000 (6.56 ACRES)
3283-73-8614-0000 (10.59 ACRES)
TOWNSHIP: TOPSAIL
DEED BOOK/ PAGE: PB 25/126A
PROPOSED USE: SFD- SINGLE FAMILY DWELLING
DETACHED CONVENTIONAL (SEC. 4.15.1)
TOTAL SITE AREA: ± 18.0 ACRES
SITE UPLANDS AREA: ± 16.08 ACRES
SITE WETLANDS AREA: ± 1.92 ACRES
SITE TOTAL AREA: ± 18.0 ACRES
SINGLE FAMILY DIMENSION REQUIREMENTS
PROPOSED HOUSING TYPE: ALL UNITS ARE SINGLE FAMILY DWELLING
DETACHED CONVENTIONAL (SEC. 4.15.1)
DIMENSION:
MINIMUM LOT SIZE: 5,000 SF
MAXIMUM LOT SIZE: 20,000 SF
FRONTYARD SETBACK: 5' MINIMUM
SIDEYARD SETBACK:
CORNER SIDEYARD SETBACK: 5' MINIMUM
REAR SETBACK: 10' MINIMUM
MAXIMUM BUILDING HEIGHT: 35'
STRUCTURE SEPARATION: 10' MINIMUM
MINIMUM CORD DISTANCE: 25'
MINIMUM LOT WIDTH: 27'
LANDSCAPING
1. SEE SHEETS P-1 THROUGH P-2 FOR LANDSCAPE PLANS
PROJECT ROAD NOTES
1. ALL COLLECTOR ROADS WILL BE PUBLIC RIGHT OF WAYS CONSTRUCTED TO NCDOT SUBDIVISION
ROADS MINIMUM CONSTRUCTION STANDARDS.
2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TO EXISTING ROADWAYS &
THE PROJECT COLLECTOR ROAD WILL HAVE A 30' RADIUS MINIMUM.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE ACCESSIBLE BY VEHICLE
TRAFFIC TO INCLUDE DURING CONSTRUCTION AND MEET PENDER COUNTY STREET SIGN
SPECIFICATIONS.
4. ADDRESSING WILL COMPLY WITH PENDER COUNTY UDO ARTICLE 11.
5. NO PROPOSED ROAD EXCEEDS 1 MILE IN LENGTH OR ACCESSES MORE THAN 200 LOTS. ALL ROADS
WILL COMPLY WITH SECTION 7.5.3 OF THE PENDER COUNTY UDO.
SE
E S
HE
ET
P
-2
STORMWATER
1. STORMWATER DESIGN SHALL BE COMPLIANT WITH PENDER COUNTY UDO
2. THE PLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE SYSTEM FOR THESE AREAS THAT WILL ACCOMMODATE THE
TEN-YEAR STORM EVENT WITHOUT FLOODING OR SUBSTANTIAL PONDING OF WATER IN THE AREAS INCLUDED IN THE
PLAN.
3. FULL PERMIT APPROVALS TO BE PROVIDED TO COUNTY WHEN RECEIVED
4. STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND COUNTY STORMWATER STANDARDS.
5. PER PENDER COUNTY UDO, SECTION 7.9.1:
A DRAINAGE PLAN THAT WILL INCLUDE ALL PORTIONS OF THE DEVELOPMENT SHALL BE SUBMITTED. THIS PLAN SHALL BE
PREPARED AND SEALED BY A REGISTERED ENGINEER. THE PLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE
SYSTEM FOR THESE AREAS THAT WILL ACCOMMODATE THE TEN-YEAR STORM EVENT WITHOUT FLOODING OR
SUBSTANTIAL PONDING OF WATER IN THE AREAS INCLUDED IN THE PLAN. THE PLAN MUST ALSO ACCOMMODATE ANY
DISCHARGE FROM PROPERTIES IN UPLAND PORTIONS OF THE DRAINAGE BASIN THAT FLOWS THROUGH THE PROPERTY
FOR THE SAME STORM EVENT FOR THE TYPE DEVELOPMENT FOR WHICH THAT PROPERTY IS ZONED. THE BOUNDARY OF
ANY DRAINAGE AREA ON A PORTION OF THE SITE AND/OR UPLAND FROM THE SITE AND DRAINAGE AREAS BETWEEN
STORMWATER DISCHARGE POINTS FROM THE SITE TO THE RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON A MAP
(COPY OF 7.5 MIN. USGS QUAD OR SIMILAR MAP). ANY DRAINAGE FACILITY RECEIVING STORMWATER DISCHARGE FROM
THE DEVELOPMENT SHALL HAVE THE CAPACITY TO CARRY THE ANTICIPATED STORMWATER FLOW FROM AREAS THAT
DISCHARGE THROUGH THEM FOR THE 10 YEAR STORM EVENT FROM THE POINT OF DISCHARGE AT THE DEVELOPMENT TO
THE RECIPIENT PERENNIAL STREAM WITHOUT OVER FLOWING THEIR BANKS. THE LOCATION, SIZE AND/OR CAPACITY OF
ALL STRUCTURES INCLUDED IN THE DRAINAGE SYSTEM AND RECEIVING DISCHARGE FROM THE DEVELOPMENT TO THE
RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON THE PLAN AND CALCULATIONS USED IN DESIGNING THE DRAINAGE
SYSTEM SHALL BE SUBMITTED IN A LEGIBLE FORMAT. THIS PLAN MAY BE INCLUDED IN THE STREET AND DRAINAGE PLAN,
STORMWATER MANAGEMENT PLAN OR ON THE PRELIMINARY PLAT, AS LONG AS THE DESIGN PROFESSIONAL CERTIFIES
THAT THE SPECIFIC DRAINAGE PLAN SUBMITTED COMPLIES WITH THESE REQUIREMENTS AND THE INFORMATION
REQUIRED IS SHOWN OR SUBMITTED.
ED
GE
O
F R
OA
D
HOUSE PAD PLACEMENT TO
BACK AND FRONT OF LOT
MAY VARY; HOWEVER, NO
HOUSE WILL BE BUILT
CLOSER TO LOT LINES THAN
MINIMUM SETBACKS LISTED
ON THIS PLAN
STANDARD LOT WITH 5'
MINIMUM SIDE SETBACKS; 5'
SETBACK ALLOWED PROVIDED
ADJACENT LOT HAS A MINIMUM
OF 5' SETBACK; FINAL PLAT
WILL SHOW ALL PROPOSED
SETBACKS FOR EACH LOT
STANDARD LOT WITH 5'
MINIMUM FRONT SETBACK;
HOUSE MAY SIT ANYWHERE
BETWEEN MINIMUM FRONT AND
REAR BUILDING SETBACKS
FRONT PROPERTY LINE/ R.O.W.
TYPICAL SINGLE FAMILY SETBACKS
NOT TO SCALE
HOUSE PAD
HOUSE PADHOUSE PADHOUSE PAD
LOT A LOT B LOT C
LOT D
REAR
PROPERTY LINE
R
E
A
R
P
R
O
P
E
R
T
Y
L
IN
E
5' FRONT
SETBACK
5' FRONT
SETBACK
5
' F
R
O
N
T
S
E
T
B
A
C
K
5
' S
ID
E S
ET
BA
CK
5
' S
ID
E S
ET
BA
CK
5
' S
ID
E
SE
TB
AC
K
5
' S
ID
E S
ET
BA
CK
5
' S
ID
E
SE
TB
AC
K
5'
10'
5
' C
OR
NE
R
SID
E
SE
TB
AC
K
5' SIDE
SETBACK
5
' S
ID
E
S
E
T
B
A
C
K
5'5'
10'
5'
LOCATION MAP
SCALE: 1"=1,000'
PROPOSED FORCE MAIN, TYP.
PROPOSED WATER MAIN, TYP.
TYPICAL SINGLE FAMILY LOT, REFER TO
SETBACKS DETAIL THIS SHEET FOR
SETBACK / DIMENSIONAL STANDARDS
20' WIDE DRAINAGE EASEMENT
WETLANDS LOCATED WITHIN
BUFFER AREAS TO SATISFY
MINIMUM BUFFER PLANTING
REQUIREMENTS
PROPOSED B-3 LANDSCAPE BUFFER
REFER TO SHEET P-2 FOR PLANT
SCHEDULE
PROPOSED B-3 LANDSCAPE BUFFER
REFER TO SHEET P-2 FOR PLANT SCHEDULE
LANDSCAPE BUFFER BETWEEN
COMMERCIAL PD TRACTS AND ADJACENT
RESIDENTIAL ZONE PROPERTIES BY
COMMERCIAL PROPERTY OWNER -
TYPICAL CONDITION
1
2
3
4
10' X 70' SIGHT DISTANCE TRIANGLE
ROAD A
50' PUBLIC ROW
RO
AD
B
50'
PU
BLIC
R
OW
STORMWATER PIPE, TYP.
AND VALVE
AND STRUCTURE
HOA MAINTAINED OPEN SPACE
20' WIDE DRAINAGE EASEMENT
STREET LIGHT (TYP.)
REFER TO STREET LIGHT NOTES
SIGNS
1. ALL PROPOSED SIGNS SHALL CONFORM TO PENDER COUNTY UDO 9.6.1
FOR PERMANENT SIGNS FOR SUBDIVISIONS AND RESIDENTIAL
DEVELOPMENTS AND SHALL BE SUBMITTED UNDER SEPARATE PERMIT AS
OUTLINED IN ARTICLE 9, SECTION 9.2.
TRAFFIC IMPACTS
1. REFER TO TRAFFIC IMPACT ANALYSIS PREPARED BY
WETHERILLENGINEERING, INC., DATED NOVEMBER 2016
WETLAND NOTES
1. THERE ARE WETLANDS ON THE PROPERTY.
2. THE 401 WATER QUALITY CERTIFICATIONS HAVE BEEN APPROVED
BY NCDEQ - WATER RESOURCES PER DWR PROJECT # 2017-1236.
3. THE 404 NWP 39 & 18 HAVE BEEN APPROVED BY USACE PER USACE
ACTION ID# SAW 2016-00123.
WETLAND PRESERVATION NOTES
1. THE DEVELOPER IS COMMITTED TO PROTECTING THE SITE'S EXISTING
WETLANDS.
2. THE PROPOSED DESIGN DOES NOT ANTICIPATE IMPACTS TO ANY OF THE
SITE'S EXISTING WETLANDS.
3. IN ADDITION TO PROVIDING AN ENVIRONMENTALLY SENSITIVE DESIGN, THE
DEVELOPER WILL PROVIDE (1) SIGN AT THE REAR PROPERTY LINE OF EACH
LOT THAT BORDERS WETLANDS TO INFORM THE HOMEOWNER'S OF THE
WETLAND BOUNDARY
24'
1/2" PER FT
1/4" PER FT
1'
50 FT R/W
1/4" PER FT
6" STONE
UNDER CURBING
1'
1' 1'
SLOPES= 3:1
SLOPES= 3:1
MODIFIED VALLEY CURB
2"-S9.5B SURFACE
8"-AGGREGATE BASE COURSE
PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
DATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME. SO A MINIMUM
PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED
WITH THE AVAILABILITY OF SOILS DATA.
12' 12'
OPEN SPACE KEY
PASSIVE OPEN SPACE ±0.27 AC
(SHEET P-1)
PASSIVE OPEN SPACE ±0.29 AC
(SHEET P-1)
PASSIVE OPEN SPACE ±0.15 AC
(SHEETS P-1 & P-2)
PASSIVE OPEN SPACE ±0.29 AC
(SHEETS P-1 & P-2)
PASSIVE OPEN SPACE ±0.17 AC
(SHEET P-2)
PASSIVE OPEN SPACE ±0.76 AC
(SHEET P-2)
TOTAL PASSIVE OPEN SPACE : ±1.93 AC*
WETLANDS NOT ON LOTS: ±1.92 AC
TOTAL PASSIVE & WETLAND AREA: ±3.85 AC
ACTIVE OPEN SPACE ±1.85 AC
(SHEET P-2)
TOTAL ACTIVE OPEN SPACE: ±1.85 AC
TOTAL OPEN SPACE ±5.57 AC
(ACTIVE & PASSIVE)
*DEDICATED PASSIVE OPEN SPACE +0.75 AC
1
2
3
4
5
6
DRIVEWAY LOCATION, TYP.
20'
2
0
'
2
0
'
2
0
'
2
0
'
2
0
'
20'
20'
2
0
'
2
0
'
20'
2
0
'
20'
2
0
'
2
0
'
2
8
'
2
8
'
2
8
'
2
8
'
28'
2
8
'
28'
2
8
'
2
8
'
28'
2
8
'
2
8
'
2
8
'
28'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
24'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
2
4
'
1
6
'
1
6
'
1
6
'
1
6
'
1
6
'
1
6
'
16'
1
6
'
1
2
'
1
2
'
1
2
'
1
2
'
1
2
'
0
'
0
'
2
6
'
2
6
'
2
6
'
26'
2
6
'
2
6
'
2
6
'
2
6
'
2
6
'
2
6
'
26'
2
6
'
2
6
'
2
6
'
2
6
'
2
6
'
26'
22'
2
2
'
2
2
'
22'
2
2
'
2
2
'
2
2
'
2
2
'
2
2
'
22'
2
2
'
2
2
'
2
2
'
2
2
'
2
2
'
22'
2
2
'
2
2
'
1
8
'
1
8
'
1
8
'
1
8
'
1
8
'
1
8
'
1
8
'
1
8
'
1
8
'
18'
1
8
'
0
'
1
4
'
1
4
'
1
4
'
1
4
'
14'
1
4
'
1
0
'
1
0
'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
11
W
W
W
W
W
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WW
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10
14
12
15
13
18
16
20
21
17
19
26
23
22
24
25
2928
27
31 35
30
32
34
41
33
39
36
3738
4442
40
43
46 45
W
SS
SS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
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S
S
S
S
S
S
S
S
S
**
*
* * *
* *
* * * * * * *
*
*
*
*
*
***
*
*
*
**
*
*
*
*
*
*
*
*
*
*
*
S
S
S
S
S
S
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PHASE 2
PHASE 1
P
H
A
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E
2
P
H
A
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E
1
IP
F
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F
IP
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1
6
7
3
BATSON LESLIE WAYNE JR et al
LOT 49 - MB 12, PG 1
3282-73-5478
KINNEY LOGAN TYLER
4615/2298
LOT 50 - MB 12, PG 1
ZONED: RP
3282-73-6450
EDENS CHRISTOPHER JR
3253/326
LOT 51 - MB 12, PG 1
ZONED: RP
3282-73-7313
WILLIS RICHARD CHARLES et al
4254/253
LOT 52- MB 12, PG 1
ZONED: RP
3282-73-8213
REUTER FREDERICK et al
4481/093
00430063
ZONED: RP
3282-73-9141
REITAN SCOTT et al
4468/218
00430063
ZONED: RP
3282-83-0044
NORMAN HUNT
4574/92
LOT 56 -
MB 12, PG 1
ZONED: RP
3282-82-0981
NATHAN HUNT
4573/47
LOT 57 - MB 12, PG 1
ZONED: RP
3282-82-2920
PERKINS MATTHEW C et al
2731/175
LOT 58 - MB 12, PG 1
ZONED: RP
3282-82-3857
GERULA ANDREW
2711/028
LOT 59 - MB 12, PG 1
ZONED: RP
3282-82-5807
RODGERS DORIS M TRUSTEE OF DORIS M
RODGERS REV LIV TR
4032/239
LOT 60 - MB 12, PG 1
SEEMAP
3282-82-6847
THOMPSON ALYSSA L et al
3812/074
00120001
SEEMAP
3282-83-6145
DASILVA TAMI
3314/007
00430098
SEEMAP
3282-83-4436
BREW E LAWRENCE et al
1243/47
LOT 18 - MB 25, PG 126
ZONED: RP
3282-83-4615
RUSHER EDWARD A III et al
3743/280
LOT 19 - MB 25, PG 126
ZONED: RP
3282-83-3880
BROWN CLIFTON L III TRUSTEE et al
2798/338
LOT 20 - MB 26, PG 62
ZONED: RP
3282-83-3966
BROWN CLIFTON L III TRUSTEE et al
2798/336
LOT 21 - MB 26, PG 62
ZONED: RP
3282-82-3650-0000
WOLFE JAMES M et al
1034/13
00120001
ZONED: RP
4471/073
00130059
ZONED: RP
00260062
ZONED: RP
3282-83-7418-0000
POTTS PATRICIA DONOVAN
1948/278
00260062
ZONED: RP
WETLANDS
P
R
O
P
E
R
T
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L
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A
L
O
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C
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N
T
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E
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A
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C
H
IP
F
IP
F
IP
F
1
6
3
.7
2
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S
2
6
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1
8
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E
1
3
2
.
6
3
'
S
1
4
°
4
7
'
4
6
"
E
1
3
4
.
2
7
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S
0
9
°
4
8
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0
0
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E
1
4
5
.
7
1
'
S
0
1
°
5
9
'
2
3
"
E
180.28'
S 35°32'31" E
1
6
0
.
4
5
'
S
2
1
°
1
4
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7
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W
2
4
0
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865.59'
N 44°1
7'00" W
6
0
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0
0
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N
2
3
°
2
4
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3
"
E
L
1
L2
50.01'
N 44°1
7'00" W
770.2
5'
50.01'
50.01'
50.01'
50.01'
50.01'
60.01'
60.01'
50.01'
50.01'
1
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8
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2
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S
3
2
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3
0
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"
W
C
1
C
2
C
3
56.62'
N
35°32'31" W
L3
C
4
C
5
C
6
C
7
C
8
50.00'
N 43°19'56" W 153.08'
L453.08'
S 43°19'56" E 3
75.09'
50.00'50.00'
59.55'59.50'
50.50'51.59'
C
9
C
1
0
C
1
1
C
1
2
C
1
3
C
1
4
104.04'
S 46°40'04" W
5
5
.
2
1
'
N
1
6
°
0
1
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0
2
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E
92.30'
N 43°19'56" W 100.80'
L6
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6
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2
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0
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N
5
6
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0
9
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6
" W
67.88'
S 46°40'04" W 187.88'
120.00'
1
5
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7
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N
5
2
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0
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0
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L
7
153.95'
N 43°19'56" W
L
8
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5
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7
1
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9
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E
1
0
4
.
3
1
'
N
6
9
°
3
5
'
1
1
"
W
1
2
0
.
2
5
'
N
0
5
°
2
8
'
1
8
"
W
1
2
0
.0
1
'
N
2
6
°
5
8
'0
5
"
W
1
2
0
.
1
3
'
N
1
6
°
1
3
'
1
2
"
W
120.00'
S 46°40'04" W
120.00'
S 46°40'04" W
1
2
0
.
0
0
'
S
8
9
°
1
3
'
5
5
"
E
1
2
0
.
0
0
'
S
8
1
°
1
3
'
0
8
"
E
1
2
0
.
0
0
'
S
7
3
°
1
2
'
2
1
"
E
1
2
0
.
0
0
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S
6
5
°
1
1
'3
4
"
E
1
2
0
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0
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S
5
7
°
1
0
'4
7
"
E
L
9
1
2
8
.
0
2
'
S
8
8
°
0
8
'
0
8
"
W
C
1
5
C
1
6
C
1
7
C
1
8
C
1
9
C20
L1050.00'
50.00'
50.00'
50.00'
50.00'
50.00'
60.00'
60.00'
50.00'
50.00'
50.00'50.00'
59.55'59.50'
50.50' L21
C
2
9
62.29'
N 46°40'04" E
C30
C
3
1
C
3
2
C
3
3
C
3
4
C
3
5
C
3
6
C
3
7
5
0
.
0
0
'
N
7
5
°
1
2
'
1
4
"
E
1
2
4
.
0
6
'
C
3
8
C39
L
2
2
C
4
0
L
2
3
C41
C
4
2
C
4
3
C
4
4
C
4
5
C
4
6
C
47
C48
62.29'
S 46°40'04" W
C
4
9
L2450.00'
50.00' L25
C
50
C
5
1
C
5
2
C
5
3
C
5
4
C
5
5
1
2
5
.
1
5
'
N
8
8
°
0
8
'
5
5
"
E
124.15'
S 46°40'04" W
124.98'
S 46°40'04" W
125.81'
S 46°40'04" W
126.64'
S 46°40'04" W
127.47'
S 46°40'04" W
128.30'
S 46°40'04" W
129.13'
S 46°40'04" W
130.12'
S 46°40'04" W
120.00'
S 46°40'04" W
120.00'
S 46°40'04" W
131.95'
S 46°40'04" W
131.12'
S 46°40'04" W
120.00'
S 46°40'04" W
120.00'
S 46°40'04" W
120.00'
S 46°40'04" W
L
3
1
1
1
1
.9
2
'
S
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°
1
8
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5
"
E
5
7
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3
7
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S
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7
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4
6
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E
6
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.
0
0
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N
1
4
°
4
7
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4
6
"
W
L
3
3
L
3
4
1
1
6
.
0
8
'
N
8
2
°
4
5
'
1
9
"
E
6,618 SF
±
0.152 AC
. ±
6,577 SF
±
0.151 AC
. ±
7,837 SF
±
0.180 AC
. ±
7,778
SF ±
0.179 AC
. ±
6,436 SF
±
0.148 AC
. ±
6,394 SF
±
0.147 AC
. ±
6,353 SF
±
0.146 AC
. ±
6,311 SF
±
0.145 AC
. ±
6,270 SF
±
0.144 AC
. ±
6,228 SF
±
0.143 AC
. ±
6,190 SF
±
0.142 AC
. ±
7,100 SF
±
0.163 AC
. ±
7,119 SF
±
0.163 AC
. ±
7,311 SF
±
0.168 AC
. ±
7,292 SF
±
0.167 AC
. ±
6,056 SF
±
0.139 AC
. ±
6,000 SF
±
0.138 AC
. ±
6,000 SF
±
0.138 AC
. ±
6,118 SF
±
0.140 AC
. ±
8,662 SF
±
0.199 AC
. ±
6,784 SF
±
0.156 AC
. ±
6,784 SF
±
0.156 AC
. ±
6,024 SF
±
0.138 AC
. ±
10,78
7 SF ±
0.248 AC
. ±
16,24
8 SF ±
0.373 AC
. ±
6,444 SF
±
0.148 AC
. ±
6,461 SF
±
0.148 AC
. ±
6,461 SF
±
0.148 AC
. ±
6,461 SF
±
0.148 AC
. ±
6,461 SF
±
0.148 AC
. ±
7,236 SF
±
0.166 AC
. ±
6,188 SF
±
0.142 AC
. ±
6,060 SF
±
0.139 AC
. ±
7,140 SF
±
0.164 AC
. ±
7,146 SF
±
0.164 AC
. ±
6,000 SF
±
0.138 AC
. ±
6,000 SF
±
0.138 AC
. ±
7,236 SF
±
0.166 AC
. ±
6,510 SF
±
0.149 AC
. ±
STORMWATER
BASIN
WETLANDS
ACTIVE OPEN
SPACE
PASSIVE OPEN
SPACE
PASSIVE OPEN SPACE
(2) LO
(4) LGM
(4) LO
(7) LO
(14) LGM
GRASS (SEED)
(98% COVERAGE, MIN.)
GRASS (SEED)
(98% COVERAGE, MIN.)
GRASS (SEED)
(98% COVERAGE, MIN.)
GRASS (SEED)
(98% COVERAGE, MIN.)
(2)LO
GRASS (SEED)
(98% COVERAGE, MIN.)
(4)LGM
(3) LO
(5) LGM
GRASS (SEED)
(98% COVERAGE, MIN.)
(8) LGM
50'
24'
20'
20'
24'
70'
R28
'
R28'
R470'
T112
.29'
T128
'
R230
'
R230'
T768'R30' R30'
T768
T33'
24'
50'
DA
TE
:
SC
ALE
:
DE
SIG
NE
D:
DR
AW
N:
CH
EC
KE
D:
PEI JOB#:
CO
NC
EP
TU
AL LA
YO
UT
:
PR
ELIM
IN
AR
Y LA
YO
UT
:
FIN
AL D
ES
IG
N:
RE
LE
AS
ED
F
OR
C
ON
ST
:
PR
OJE
CT
S
TA
TU
S
RE
VIS
IO
NS
:
DR
AW
IN
G IN
FO
RM
AT
IO
N
SEAL
CLIE
NT
IN
FO
RM
AT
IO
N:
PE
ND
ER
CO
UN
TY
, N
OR
TH
CA
RO
LIN
A
18238.PE
2919 B
reez
ewo
od A
ve.
, Ste
. 400
Fay
ette
vill
e, N
C 2
8303
I
F
SS
E
05/18/18
P-2
05/18/18
1" =
50'
MN
MN
AH
E
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
PROPOSED FORCE MAIN, TYP.
PROPOSED WATER MAIN,
TYP.
TYPICAL SINGLE FAMILY LOT, REFER TO
SETBACKS DETAIL ON SHEET P-2 FOR
SETBACK / DIMENSIONAL STANDARDS
20' WIDE DRAINAGE EASEMENT
WETLANDS LOCATED WITHIN BUFFER AREAS TO SATISFY MINIMUM
BUFFER PLANTING REQUIREMENTS, ADDITIONAL PLANTING TO BE
PROVIDED IF REQUIRED TO MEET COUNTY STANDARDS
5
6
4
2
3
10' X 70' SIGHT DISTANCE TRIANGLE, TYP.
OPEN SPACE KEY
PASSIVE OPEN SPACE ±0.27 AC
(SHEET P-1)
PASSIVE OPEN SPACE ±0.29 AC
(SHEET P-1)
PASSIVE OPEN SPACE ±0.15 AC
(SHEETS P-1 & P-2)
PASSIVE OPEN SPACE ±0.29 AC
(SHEETS P-1 & P-2)
PASSIVE OPEN SPACE ±0.17 AC
(SHEET P-2)
PASSIVE OPEN SPACE ±0.76 AC
(SHEET P-2)
TOTAL PASSIVE OPEN SPACE : ±1.93 AC*
WETLANDS NOT ON LOTS: ±1.92 AC
TOTAL PASSIVE & WETLAND AREA: ±3.85 AC
ACTIVE OPEN SPACE ±1.85 AC
(SHEET P-2)
TOTAL ACTIVE OPEN SPACE: ±1.85 AC
TOTAL OPEN SPACE ±5.57 AC
(ACTIVE & PASSIVE)
*DEDICATED PASSIVE OPEN SPACE +0.75 AC
1
2
3
4
5
6
ROAD A
50' PUBLIC ROW
R
O
A
D
C
5
0
'
P
U
B
L
I
C
R
O
W
= PROPERTY LINE
LEGEND
= PROPOSED WATER MAIN
= PROPOSED SANITARY SEWER MAIN
= SEWER MANHOLE
= FIRE HYDRANT
= CATCH BASIN
= PROPOSED STORM PIPE
SS SS SS SS
W W W W
= STREETLIGHT
*
= DRIVEWAY LOCATION
AND VALVE
AND STRUCTURE
PROPOSED 25' A-3
BUFFER YARD
PROPOSED 20' B-3 BUFFER YARD
HOA MAINTAINED OPEN SPACE
STREET LIGHT (TYP.), REFER TO STREET
LIGHT NOTES ON SHEET P-1
PROPOSED DRIVEWAY
LOCATION (TYP.)
SE
E S
HE
ET
P
-1
APPARENT END OF NCDOT R/W
PER MB 25, PG 126
ROAD TO BE REALIGNED AS
SHOWN
CANOPY TREES QTY BOTANICAL NAME SIZE
LO 23 Quercus virginiana
Southern Live Oak
10` - 12` H
UNDERSTORY TREES QTY BOTANICAL NAME SIZE
LGM 45 Magnolia g. `Little Gem`
Dwarf Southern Magnolia
15 gal - 4`-5` H
PLANT SCHEDULE
GROUNDCOVER
GRASS
AS REQUIRED TO ACHIEVE
98% (MIN.) COVERAGE
QTY / COVERAGE SIZE
SEED
(SPECIES TBD)
BUFFER PLANTING NOTE:
PROPOSED PLANTING ILLUSTRATED ON PLANS AND PLANT
SCHEDULE SHOWN ABOVE INDICATE THE MINIMUM
QUANTITY OF SHADE TREES, UNDERSTORY TREES AND
GROUNDCOVER (GRASS) NECESSARY TO MEET THE
BUFFER PLANTING REQUIREMENT. CONTRACTOR SHALL
FIELD VERIFY EXISTING TREES IN FIELD AND MAY REDUCE
THE NUMBER OF TREES TO BE PLANTED AT A ONE-TO-ONE
RATIO WITH EXISTING THAT SATISFY THE REQUIREMENTS,
PER PENDER COUNTY UDO 8.1.5(B)
LANDSCAPE BUFFER CALCULATIONS:
BUFFER B-3
(1 CANOPY TREE AND 2 UNDERSTORY TREES PER
100 LF, PLUS GRASS COVERAGE AT 98% MIN.)
LANDSCAPE BUFFER 1,961 LF
EXISTING WETLANDS TO 1,009 LF
MEET BUFFER REQUIREMENTS*
TREES REQUIRED / PROVIDED:
CANOPY TREES 19.6 / 20
UNDERSTORY TREES 39.22 / 40
BUFFER A-3
(1 CANOPY TREE AND 2 UNDERSTORY TREES PER
100 LF, PLUS GRASS COVERAGE AT 98% MIN.)
LANDSCAPE BUFFER 217 LF
EXISTING WETLANDS TO 0 LF
MEET BUFFER REQUIREMENTS*
TREES REQUIRED / PROVIDED:
CANOPY TREES 2.17 / 3
UNDERSTORY TREES 4.34 / 5
*
WHERE WETLANDS ARE LOCATED WITHIN A REQUIRED
BUFFER AREAS TO SATISFY MINIMUM BUFFER PLANTING
REQUIREMENTS, ADDITIONAL PLANTING SHALL BE
PROVIDED IF REQUIRED TO MEET COUNTY STANDARDS
S
E
E
S
H
E
E
T
C
-
2
.
1
CLUSTER BOX UNIT (CBU)
TURNOUT AND ACCESS; AND
PEDESTRIAN ACCESS POINT TO
ACTIVE OPEN SPACE
ACTIVE OPEN SPACE AMENITY AREA WITH MAIL KIOSK
FACILITIES SHOWN ARE DIAGRAMMATIC. FINAL DESIGN
IS TBD AND WILL BE SUBMITTED AT A FUTURE DATE