Upload
others
View
1
Download
0
Embed Size (px)
Citation preview
OCTOBER 2017
APPLICANT:PARKS FAMILY FORESTRY, LLC
2021 A CORPORATE DRIVEWILMINGTON, NC 28405
PENDER COUNTY, NORTH CAROLINANC HWY 210
PREPARED BY:
PROJECT # 17220.PE
PR
EL
IMIN
AR
Y D
ESI
GN
- N
OT
RE
LE
ASE
D F
OR
CO
NST
RU
CT
ION
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT1-800-632-4949
CONTACT THESE UTILITIES
PENDER COUNTY PLANNING AND COMMUNITYDEVELOPMENTATTN: RON MEREDITH
PH: 910-259-1274
PIEDMONT NATURAL GASATTN: CARL PAQUET
PH: 910-350-2242
EMERGENCY DIAL 911POLICE - FIRE - RESCUE
PENDER COUNTY UTILITIES (WATER & SEWER)ATTN: BRYAN McCABE, PE
PH: 910-259-0212
DUKE ENERGYATTN: KEVIN LEATHERWOOD
PH: 910-602-4304
BELL SOUTHATTN: STEVE DAYVAULT
PH: 910-341-0741
TIME WARNER CABLEPH: 910-763-4638
I
F SS
E
10/20/17
ISLAND CREEK NORTHMDP & PRELIMINARY PLAT
SHEET NUMBER SHEET TITLE
PROJECT CONSULTANTS
C-2.0 MASTER DEVELOLPMENT PLAN
SHEET INDEX
C-2.1 THRU C-2.2 PRELIMINARY PLAT SHEETS
OCTOBER 20, 2017
APPLICANTPARKS FAMILY FORESTRY, LLC
2021 A CORPORATE DRIVE
WILMINGTON, NC 28405
COLEMAN PARKS (910-799-8080)
SURVEYORPARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
CHRIS GAGNE, PLS (910-791-6707)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
CIVIL: TIM CLINKSCALES, PE (910-791-6707)
LAND PLANNER: CLAY MATTHEWS, (910-791-6707)
EX-1 TOPOGRAPHIC EXHIBIT
C-0.0 COVER SHEET
NORTH
SITE
NC HWY 210
ISLAND CREEK RD
HARRISON CREEK RD
NC
HW
Y 2
10
ROYAL OAK DR
KN
OLL
WO
OD
DR
OA
KM
ON
T D
R
DE
RB
Y LN
VICINITY MAPSCALE: 1' = 2000'
3273-55-8613-0000TC&I TIMBER CO LLC
Deed Book/Page 3080/201Plat Book/Page 0033/0006
Zoned - RA
3273-43-6986-0000MILLIS JAMES R SR et alDeed Book/Page 732/156
Plat Book/Page /Zoned - RP
3273-43-2631-0000MILLIS JAMES R SR et alDeed Book/Page 756/243
Plat Book/Page /Zoned - RP
3273-43-0075-0000SHAMBLEY DAVID MATTHEW
Deed Book/Page 4625/2247Plat Book/Page 0226/0024
Zoned - RP
327
3-3
3-92
83-0
000
BA
TTS
BLA
NE
Y W
et a
l
Dee
d B
ook
/Pag
e 11
91/1
28
Pla
t Book
/Pag
e 02
26/0
024
Zon
ed - R
P
3273-32-7562-0000HARDISON GERALD D JR & HARDISO
Deed Book/Page 1446/274Plat Book/Page 0226/0024
Zoned - RP
3273-24-5500-0000CALARCO ROSALIE M LEWIS et al
Deed Book/Page 2891/279Plat Book/Page 0005/0018
Zoned - RA
3273-23-5187-0000WHITE AMORETT S
Deed Book/Page 1953/105Plat Book/Page /
Zoned - RP
3273-23-5064-0000STOWELL TIMOTHY
Deed Book/Page 1953/107Plat Book/Page /
Zoned - RP
3273-22-9732-0000WHITEHEAD WILLIAM L et al
Deed Book/Page 1582/72Plat Book/Page /
Zoned - GB
3273-49-1807-0000BRITTON WOODLANDS LLC
Deed Book/Page 3561/240Plat Book/Page 0022/0060
Zoned - RA
L1
C1 C2
238
.91'
N 2
6°55
'34"
E
210
.18'
N 2
6°55
'34"
E
799
.50'
N 2
7°20
'12"
E
206
8.9
7'
S 1
4°0
3'4
6"
W
L2
L3
L4
L5
L6
L7
L8
L9L10
L11
L12
L13
L14
L15L16
L17
L18
L19
L20
L21
L22
WW
W
W
W
W
WW W W W W W W W W W W W
W
W
W
W
W
W
WW
W
W
W
WW
WW
W
W
W
WW
WW
W
W
W
W
W
W
W
W
W
W
WW
W
W
W W
2 3 4 5 6 7 8 9 1011
52
51
50
49 48
46
45 44
43
42
41
40
39
38
37
36
35
3433
32
31
30
29
28
27
26
25
24
2322
21
20
19
18
17
16 1514
13
12
1
50'
50'
40'
50'40'
50
'
50'
296'
ACTIVE OPEN SPACE1.08 AC.;TO INCLUDE 5' WIDEWALKING TRAIL D
AT
E:
SC
ALE
:D
ES
IGN
ED
:D
RA
WN
:C
HE
CK
ED
:
PEI JOB#:
CO
NC
EP
TU
AL L
AY
OU
T:
PR
EL
IMIN
AR
Y L
AY
OU
T:
FIN
AL
DE
SIG
N:
RE
LE
AS
ED
FO
R C
ON
ST
:
PR
OJE
CT
ST
AT
US
RE
VIS
ION
S:
DR
AW
ING
IN
FO
RM
AT
ION
SEAL
CL
IEN
T IN
FO
RM
AT
ION
:
TG
CJC
MJC
M1
" =
100'
10
/20
/17
C-2.017220.PE
20'
1/4" PER FTSLOPES= 3:1SLOPES= 3:1
50' R/W
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE DRAINAGE SWALE,TYP.
15'15'
NOTE: TEMPORARY CUL-DE-SAC DESIGN ON SINGLE TREE COURT SHALL BECOMPLIANT WITH PENDER COUNTY UDO. DESIGN SHALL BE CONSISTENT WITH THESTANDARD GRAPHIC REPRESENTATION SHOWN ABOVE, PROVIDED BY PENDERCOUNTY.
50'40'
I
F SS
E
10/20/17
PASSIVE OPEN SPACE0.43 AC.
20' ACCESS EASEMENT
20' ACCESS EASEMENT
EXISTING WETLANDS, TYP.
MAIL KIOSK LOCATION FOR ALLLOTS; CONSTRUCTED TONCDOT STANDARDS
10' DRAINAGE & UTILITYEASEMENT, TYP.
SINGLE FAMILY LOT,TYP.
PROPOSED FIRE HYDRANT,TYP.
PROPOSED WATER MAIN,TYP.
PROPOSED PUMP-TOSEPTIC AREA
PROPOSED PUMP-TOSEPTIC AREA
20' WIDE BUFFER ALONG NC HWY 210TO PREVENT DRIVEWAY ACCESS
10' X 70' SIGHT DISTANCETRIANGLE, TYP.
ALL CUL-DE-SACS ANDTURNAROUNDS DESIGNED WITH 40'MIN. RADIUS PAVEMENT AND 45'MIN. RADIUS RIGHT OF WAY, TYP.
PRELIMINARY STREETLIGHT LOCATION, TYP.
20'
1/4" PER FTSLOPES= 3:1SLOPES= 3:1
50' R/W
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE DRAINAGE SWALE,TYP.
13'13' 2' 2'
BIKE LANE AS PER'GROUP 1', TYP.
TEMPORARY TURN AROUNDFOR POTENTIAL FUTURE
CONNECTION TO ADJACENTPROPERTY; SEE DETAIL
THIS SHEET
AREA TO REVERT BACK TOHOA AT TIME OF RIGHT OF
WAY EXPANSION
50' PUBLIC ROW, TYP.; SEE"TYPICAL GROUP 3
COLLECTOR STREETCROSS SECTION"
STUB TO ADJACENT PARCEL; 70 LF;NO TURN AROUND REQUIRED
DISTANCE TO ENTRANCEOF HARRISON COVE
SUBDIVISION
SITE INFORMATIONCURRENT LAND USE: VACANT LANDCURRENT ZONING: RPPIN: 3273-33-4865-0000, 3273-33-7028-0000DB/PG: DB 4618 PG 2619TOWNSHIP: TOPSAILPROPOSED USE: RESIDENTIALHOUSING TYPE: SINGLE FAMILY DWELLING - DETACHED CONVENTIONALTOTAL SITE AREA: + 48.17 ACRESOWNER INFORMATION: PARKS FAMILY FORESTRY, LLC.
2021 A CORPORATE DRIVE
WILMINGTON, NC, 28405
SINGLE FAMILY DIMENSION REQUIREMENTSMINIMUM LOT SIZE: 15,000 SFMINIMUM LOT WIDTH: 80'FRONTYARD SETBACK: 30' MINIMUM
SIDEYARD SETBACK: 10' MINIMUM
CORNER SIDEYARD SETBACK: 15' MINIMUM
REAR SETBACK: 25' MINIMUM
CHORD: 30' MINIMUM
MAXIMUM HEIGHT: 35'
SINGLE FAMILY TABULATIONS
TOTAL UNITS: (53) SINGLE FAMILY LOTS
OPEN SPACE REQUIREMENTS
REQUIRED: 0.03 ACRES/ 53 UNITS = 1.59 ACRES
ACTIVE SPACE: NO LESS THAN 50% = 0.795 ACRES
PASSIVE SPACE: NO MORE THAN 50% = 0.795 ACRES
PROVIDED: 17.19 ACRES
ACTIVE SPACE: 1.08 ACRES
REQUIRED PASSIVE SPACE: 0.43 ACRES
ADDITIONAL OPEN SPACE: 15.68 ACRES
GENERAL OPEN SPACE: 3.34 ACRES
WETLANDS (NOT ON LOTS): 12.34 ACRES
UTILITIES1. ALL WATER UTILITIES WILL BE COORDINATED WITH PENDER COUNTY UTILITIES.2. WATER PROVIDED BY PENDER COUNTY UTILITIES.3. WASTEWATER TO BE TREATED WITH ON-SITE SEPTIC AND WILL BE DESIGNED AND BUILT
TO PENDER COUNTY STANDARDS.
PROJECT ROAD NOTES1. ALL ROADS WILL BE CONSTRUCTED TO NCDOT SUBDIVISION ROADS MINIMUM
CONSTRUCTION STANDARDS.2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TO EXISTING
ROADWAYS WILL HAVE A 30' RADIUS MINIMUM. ALL OTHER RADII ON THE PROJECT WILL BE25' MIN.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE ACCESSIBLE BYVEHICLE TRAFFIC TO INCLUDE DURING CONSTRUCTION AND MEET PENDER COUNTYSTREET SIGN SPECIFICATIONS.
4. 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.
PHASING1. THE NEIGHBORHOOD IS PLANNED TO HAVE 1 PHASE.
WETLAND DELINEATION NOTES1. WETLAND AND SOIL INFORMATION PROVIDED BY PITTMAN SOIL CONSULTING.
FLOODPLAIN NOTES1. THIS PROPERTY IS WITHIN FLOOD ZONE 'X' LOCATED ON FEMA FLOOD MAPS
#3720327300J AND #37203272000J EFFECTIVE FEBRUARY 16, 2007.
STREETLIGHT NOTES1. STREETLIGHT LOCATIONS SHOWN ON PLAN ARE PRELIMINARY, AND BASED ON PENDER
UDO SPECIFICATIONS. FINAL DESIGN, LOCATIONS, AND CALCULATIONS WILL BEPROVIDED BY DUKE ENERGY.
HISTORICAL & ARCHAEOLOGY NOTES1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON ANY OF THE SUBJECT PARCELS.
BOUNDARY1. SURVEY COMPLETED ON JUNE 17, 2011 BY WESTON LYALL, PE, PLS, PLLC.2. SURVEY IS COMPLETE & TITLE SEARCH FOR EXISTING EASEMENTS IS UNDERWAY.3. PARAMOUNTE ENGINEERING PREPARED A TOPO AND BOUNDARY EXHIBIT DATED OCTOBER
20, 2017 SHOWS THE ADDITION OF PHASE 4. AND IS FURTHER REFLECTED ON THE REVISEDMDP DATED OCTOBER 20, 2017.
RECREATION UNIT NOTES1. A COST ESTIMATE TOTALING $10,000 FOR ALL ACTIVE RECREATION IMPROVEMENTS HAS
BEEN PROVIDED TO PENDER COUNTY STAFF AT THE TIME OF THIS SUBMITTAL. THISESTIMATE WILL COMPLY WITH THE REQUIRED (1) RECREATIONAL UNIT TOTALING AT
LEAST $10,000 AS PER PENDER COUNTY UDO.
STORMWATER1. STORMWATER DESIGN SHALL BE COMPLIANT WITH PENDER COUNTY UDO2. FULL PERMIT APPROVALS TO BE PROVIDED TO COUNTY WHEN RECEIVED3. STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND COUNTY
STORMWATER STANDARDS. TO BE PERMITTED AS LOW DENSITY DEVELOPMENT WITH 24% MAXIMPERVIOUS AREA.
HOMEOWNERS ASSOCIATION1. PER PENDER COUNTY UDO 7.3, HOMEOWNERS ASSOCIATIONS SHALL BE REQUIRED FOR ALL
DEVELOPMENTS WITH DEDICATED IMPROVEMENTS SUCH AS PRIVATELY MAINTAINEDSTREETS AND/OR OPEN SPACE DEDICATIONS AND MUST BE RECORDED ALONG WITH THEFIRST PHASE OF A FINAL PLAT TO ENCOMPASS THE ENTIRE DEVELOPMENT WITH ANOUTLINE OF AMENITIES/LAND TRANSFERRED TO THE SAID HOA AT OR BEFORE 25% OF ALLUNITS ARE CONSTRUCTED.
TRAFFIC IMPROVEMENTS1. TIA IS UNDERWAY. TRAFFIC IMPROVEMENTS TO BE DETERMINED.
N O R T H
0
SCALE:
100' 200' 300'
1" = 100'
SEPTIC AREA ACCESS
ROW
Edge of Travel Lane
Road Centerline
RO
W
Edg
e o
fT
rave
l La
ne
6'Min.
RO
W
CBU
Concrete ADA Pathand Pad for CBU
7'Turnout
2%
Edg
e o
fT
rave
l La
ne
20' 25' 20'
6' Min. to CBU
7' Paved Turnout(Paved Structure toMatch Travel Lanes)
CBU (Access from Pad)Concrete Pad for CBU
*Note - MaintainROW Offset AroundCBU Turnout
Edg
e o
fT
urn
out
PAVING NOTE:ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTINGHAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEENPROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA.
APPROVED BY PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE
ADMINISTRATOR.
SIGNATURE:
DATE:
SITE PLAN VALID FOR TWO YEARS FROM APPROVAL DATE.
NORTH
SITE
NC HWY 210
ISLAND CREEK RD
HARRISON CREEK RD
NC
HW
Y 2
10
ROYAL OAK DR
KN
OLL
WO
OD
DR
OA
KM
ON
T D
R
DE
RB
Y LN
VICINITY MAPSCALE: 1' = 2000'
W
WW
WW
W
W
W
W
W
W
W
W
W
W
W
WW
WW
WW
WW
WW
WW
WW
WW
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
W
W
WW
WW
W
W
WW
WW
WW
WW
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
24,433 SF ±0.56AC ±
19,449 SF ±0.45AC ±
19,683 SF ±0.45AC ±
19,281 SF ±0.44AC ±
19,156 SF ±0.44AC ±
18,926 SF ±0.43AC ±
18,691 SF ±0.43AC ±
18,641 SF ±0.43AC ±
18,785 SF ±0.43AC ±
19,583 SF ±0.45AC ±
22,826 SF ±0.52AC ±
18,288 SF ±0.42AC ±
18,282 SF ±0.42AC ±
18,084 SF ±0.42AC ±
17,273 SF ±0.40AC ±
17,471 SF ±0.40AC ±
18,479 SF ±0.42AC ±
16,570 SF ±0.38AC ±
18,117 SF ±0.42AC ±
21,403 SF ±0.49AC ±
21,464 SF ±0.49AC ±
29,833 SF ±0.68AC ±
26,163 SF ±0.60AC ±
18,922 SF ±0.43AC ±
16,880 SF ±0.39AC ±
17,094 SF ±0.39AC ±
19,530 SF ±0.45AC ±
17,862 SF ±0.41AC ±
21,297 SF ±0.49AC ±
1
3
4
5
6
78
910
1112
20
21
22
23
24
25
26
27
42
43
44
45
46
47
48
4950
51
53
L1
C1
C2
C3
66.98'
S 89°01'16" E
85.78'
S 89°01'16" E
86.35'
S 89°01'16" E
L2 C456.54'
S 85°35'02" E
85.48'
S 85°35'02" E
85.45'
S 85°35'02" E
74.68'
S 85°35'02" EC5
C6
C7
L3
L4
L5
L6
L7
C8
C9
L8
54.2
9'
N 2
7°2
0'1
2"
E
L9C10
C11
C20
C21
L12
127.9
4'
S 61°
39'0
9" W
C22
C23
L13C24
87
.63
'
N 0
4°2
4'5
8"
E
C25
C26
C27
C28
C29
L15
C52
C53
C54
C55
L16
68
.62'
S 0
4°2
4'5
8"
WC
56
165.00'
N 85°35'02" W
L17C57
157.50'
N 89°01'16" W
C58
L18
C59
C60
C6
1
C62
C63
C64
C65
C66
L19
55.0
3'
S 0
0°5
8'4
4"
WC
67
C68
C69
C70
C71
128.41'N 58°00'34" W
68.7
3'
S 1
4°0
3'4
6"
W
C72
L20
C73
C74
L21
C75
C76
C77
C78
C79
C80
C81
C82
C83
C84
C85
L22
C86
262.6
2'
S 1
4°0
3'4
6"
W
50.3
3'
S 0
1°1
8'1
0" E
L83
L84
C94
C95
C96
L85
64.57'
N 20°09'02" W
73.3
3'
N 0
4°0
5'4
2" W
L86
L8
7
L88L89
L90L91
L92L93
L94
110.75'
S 23°27'47" E
L95L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L10
6
C97
C98
C99
C100
L107
180.
32'
N 4
3°15
'53"
E
C101
C102
C103
L108
82
.21
'
S 0
4°2
4'5
8"
W
240.6
0'
N 0
3°4
6'5
0" W
235.4
2'
N 0
2°1
5'0
7" W
231.9
1'
N 0
0°4
3'2
3" W
230.7
8'
N 0
0°5
9'4
6"
E
227.6
9'
N 0
2°3
0'3
8"
E
22
5.9
8'
N 0
4°0
1'3
0"
E
226
.52
'
N 0
5°3
2'2
2"
E
229.5
1'
N 0
7°0
3'1
3"
E
224.8
8'
N 0
5°1
8'3
4" W
24
9.0
0'
N 0
8°3
4'0
5"
E
190.00'
N 71°32'06" E
200.0
0'
N 3
6°1
4'3
5"
E
200.0
0'
N 0
1°4
2'1
7"
E
200.00'
N 33°12'38" W
99.76'
N 62°1
3'29" E
230.35'
S 66°3
2'13" W
178.28'
S 66°3
2'13" W
150.46'
N 84°23'28" E
189.44'
N 74°49'51" E
219.40'
N 65°1
6'13" E
190.5
5'
N 62°4
1'58" E
190.14'
N 81°54'16" E
190.00'N 68°07'33" W
209.73'
N 89°01'16" W
190.34'
N 89°01'16" W
225.79'
S 89°01'16" E
57.64'
N 27°46'31" W
C106
25,175 SF ±0.58AC ±
50'20'
50'
40'
50'
20'
20'
50'
20'
R25'
R25
'R
30'
R30'
R25'
R25
'
R25
0'
T56'
T239'
T146'
R500'
T302'
R310'
T130'
R2
30'
T13
5'
R45
0'
10'
20'
10'
30'
25'
15'
50'
50'
NORTH
SITE
NC HWY 210
ISLAND CREEK RD
HARRISON CREEK RD
NC
HW
Y 2
10
ROYAL OAK DR
KN
OLL
WO
OD
DR
OA
KM
ON
T D
R
DE
RB
Y LN
VICINITY MAPSCALE: 1' = 2000'
DA
TE
:S
CA
LE
:D
ES
IGN
ED
:D
RA
WN
:C
HE
CK
ED
:
PEI JOB#:
CO
NC
EP
TU
AL L
AY
OU
T:
PR
EL
IMIN
AR
Y L
AY
OU
T:
FIN
AL
DE
SIG
N:
RE
LE
AS
ED
FO
R C
ON
ST
:
PR
OJE
CT
ST
AT
US
RE
VIS
ION
S:
DR
AW
ING
IN
FO
RM
AT
ION
SEAL
CL
IEN
T IN
FO
RM
AT
ION
:
TG
CJC
MJC
M1
" =
100'
10
/20
/17
C-2.117220.PE
SITE INFORMATIONCURRENT LAND USE: VACANT LANDCURRENT ZONING: RPPIN: 3273-33-4865-0000, 3273-33-7028-0000DB/PG: DB 4618 PG 2619TOWNSHIP: TOPSAILPROPOSED USE: RESIDENTIALHOUSING TYPE: SINGLE FAMILY DWELLING - DETACHED CONVENTIONALTOTAL SITE AREA: + 48.17 ACRESOWNER INFORMATION: PARKS FAMILY FORESTRY, LLC.
2021 A CORPORATE DRIVE
WILMINGTON, NC, 28405
SINGLE FAMILY DIMENSION REQUIREMENTSMINIMUM LOT SIZE: 15,000 SFMINIMUM LOT WIDTH: 80'FRONTYARD SETBACK: 30' MINIMUM
SIDEYARD SETBACK: 10' MINIMUM
CORNER SIDEYARD SETBACK: 15' MINIMUM
REAR SETBACK: 25' MINIMUM
CHORD: 30' MINIMUM
MAXIMUM HEIGHT: 35'
SINGLE FAMILY TABULATIONS
TOTAL UNITS: (53) SINGLE FAMILY LOTS
20'
1/4" PER FTSLOPES= 3:1SLOPES= 3:1
50' R/W
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE DRAINAGE SWALE,TYP.
13'13'
50'40'
ACTIVE OPEN SPACE1.08 AC.;TO INCLUDE WALKINGTRAIL
PROPOSED 5' WIDEWALKING TRAIL
20' WIDE BUFFER ALONG NC HWY 210TO PREVENT DRIVEWAY ACCESS
SINGLE FAMILY LOT,TYP.
PRELIMINARY STREETLIGHT LOCATION, TYP.
PASSIVE OPENSPACE0.43 AC.
MAIL KIOSKLOCATION FORALL LOTS;CONSTRUCTEDTO NCDOTSTANDARDS
PROPOSED PUMP-TOSEPTIC AREA
PROPOSED PUMP-TOSEPTIC AREA
ALL CUL-DE-SACSAND TURNAROUNDSDESIGNED WITH 40'
MIN. RADIUSPAVEMENT AND 45'MIN. RADIUS RIGHT
OF WAY, TYP.
10' X 70' SIGHT DISTANCETRIANGLE, TYP.
DRIVEWAY MARKER,TYP.
WATER MAIN, TYP.
FIRE HYDRANT, TYP.
SETBACK LINE, TYP.
10' DRAINAGE & UTILITYEASEMENT, TYP.
TEMPORARY TURNAROUND FORPOTENTIAL FUTURECONNECTION TOADJACENT PROPERTY;SEE DETAIL ON SHEETC-2.2.
AREA TO REVERT BACK TOHOA AT TIME OF RIGHT OFWAY EXPANSION
50' PUBLIC ROW, TYP.; SEE"TYPICAL GROUP 3
COLLECTOR STREETCROSS SECTION"
20'
1/4" PER FTSLOPES= 3:1SLOPES= 3:1
50' R/W
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE DRAINAGE SWALE,TYP.
13'13' 2' 2'
BIKE LANE AS PER'GROUP 1', TYP.
NOTE: TEMPORARY CUL-DE-SAC DESIGN ON SINGLE TREE COURT SHALL BECOMPLIANT WITH PENDER COUNTY UDO. DESIGN SHALL BE CONSISTENT WITH THESTANDARD GRAPHIC REPRESENTATION SHOWN ABOVE, PROVIDED BY PENDERCOUNTY.
STUB TOADJACENT
PARCEL; 70 LF
PAVING NOTE:ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTINGHAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEENPROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY OF SOILS DATA.
UTILITIES1. ALL WATER UTILITIES WILL BE COORDINATED WITH PENDER COUNTY UTILITIES.2. WATER PROVIDED BY PENDER COUNTY UTILITIES.3. WASTEWATER TO BE TREATED WITH ON-SITE SEPTIC AND WILL BE DESIGNED AND BUILT
TO PENDER COUNTY STANDARDS.
PROJECT ROAD NOTES1. ALL ROADS WILL BE CONSTRUCTED TO NCDOT SUBDIVISION ROADS MINIMUM
CONSTRUCTION STANDARDS.2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TO EXISTING
ROADWAYS WILL HAVE A 30' RADIUS MINIMUM. ALL OTHER RADII ON THE PROJECT WILL BE25' MIN.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE ACCESSIBLE BYVEHICLE TRAFFIC TO INCLUDE DURING CONSTRUCTION AND MEET PENDER COUNTYSTREET SIGN SPECIFICATIONS.
4. 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.
PHASING1. THE NEIGHBORHOOD IS PLANNED TO HAVE 1 PHASE.
WETLAND DELINEATION NOTES1. WETLAND AND SOIL INFORMATION PROVIDED BY PITTMAN SOIL CONSULTING.
FLOODPLAIN NOTES1. THIS PROPERTY IS WITHIN FLOOD ZONE 'X' LOCATED ON FEMA FLOOD MAPS
#3720327300J AND #37203272000J EFFECTIVE FEBRUARY 16, 2007.
STREETLIGHT NOTES1. STREETLIGHT LOCATIONS SHOWN ON PLAN ARE PRELIMINARY, AND BASED ON PENDER
UDO SPECIFICATIONS. FINAL DESIGN, LOCATIONS, AND CALCULATIONS WILL BEPROVIDED BY DUKE ENERGY.
HISTORICAL & ARCHAEOLOGY NOTES1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON ANY OF THE SUBJECT PARCELS.
BOUNDARY1. SURVEY COMPLETED ON JUNE 17, 2011 BY WESTON LYALL, PE, PLS, PLLC.2. SURVEY IS COMPLETE & TITLE SEARCH FOR EXISTING EASEMENTS IS UNDERWAY.3. PARAMOUNTE ENGINEERING PREPARED A TOPO AND BOUNDARY EXHIBIT DATED OCTOBER
20, 2017 SHOWS THE ADDITION OF PHASE 4. AND IS FURTHER REFLECTED ON THE REVISEDMDP DATED OCTOBER 20, 2017.
RECREATION UNIT NOTES1. A COST ESTIMATE TOTALING $10,000 FOR ALL ACTIVE RECREATION IMPROVEMENTS HAS
BEEN PROVIDED TO PENDER COUNTY STAFF AT THE TIME OF THIS SUBMITTAL. THISESTIMATE WILL COMPLY WITH THE REQUIRED (1) RECREATIONAL UNIT TOTALING AT
LEAST $10,000 AS PER PENDER COUNTY UDO.
STORMWATER1. STORMWATER DESIGN SHALL BE COMPLIANT WITH PENDER COUNTY UDO2. FULL PERMIT APPROVALS TO BE PROVIDED TO COUNTY WHEN RECEIVED3. STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND COUNTY
STORMWATER STANDARDS. TO BE PERMITTED AS LOW DENSITY DEVELOPMENT WITH24% MAX IMPERVIOUS AREA.
HOMEOWNERS ASSOCIATION1. PER PENDER COUNTY UDO 7.3, HOMEOWNERS ASSOCIATIONS SHALL BE REQUIRED FOR ALL
DEVELOPMENTS WITH DEDICATED IMPROVEMENTS SUCH AS PRIVATELY MAINTAINEDSTREETS AND/OR OPEN SPACE DEDICATIONS AND MUST BE RECORDED ALONG WITH THEFIRST PHASE OF A FINAL PLAT TO ENCOMPASS THE ENTIRE DEVELOPMENT WITH ANOUTLINE OF AMENITIES/LAND TRANSFERRED TO THE SAID HOA AT OR BEFORE 25% OF ALLUNITS ARE CONSTRUCTED.
N O R T H
0
SCALE:
50' 100' 150'
1" = 50'
OPEN SPACE REQUIREMENTS
REQUIRED: 0.03 ACRES/ 53 UNITS = 1.59 ACRES
ACTIVE SPACE: NO LESS THAN 50% = 0.795 ACRES
PASSIVE SPACE: NO MORE THAN 50% = 0.795 ACRES
PROVIDED: 17.19 ACRES
ACTIVE SPACE: 1.08 ACRES
REQUIRED PASSIVE SPACE: 0.43 ACRES
ADDITIONAL OPEN SPACE: 15.68 ACRES
GENERAL OPEN SPACE: 3.34 ACRES
WETLANDS (NOT ON LOTS): 12.34 ACRES
ROW
Edge of Travel Lane
Road Centerline
RO
W
Edg
e o
fT
rave
l La
ne
6'Min.
RO
W
CBU
Concrete ADA Pathand Pad for CBU
7'Turnout
2%
Edg
e o
fT
rave
l La
ne
20' 25' 20'
6' Min. to CBU
7' Paved Turnout(Paved Structure toMatch Travel Lanes)
CBU (Access from Pad)Concrete Pad for CBU
*Note - MaintainROW Offset AroundCBU Turnout
Edg
e o
fT
urn
out
I
F SS
E
10/20/17
W
W
W
W
W
W
W
WW
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
17,862 SF ±0.41AC ±
24,038 SF ±0.55AC ±
20,153 SF ±0.46AC ±
18,787 SF ±0.43AC ±
24,935 SF ±0.57AC ±
25,426 SF ±0.58AC ±
25,071 SF ±0.58AC ±
21,297 SF ±0.49AC ±
26,810 SF ±0.62AC ±
31,534 SF ±0.72AC ±
28,443 SF ±0.65AC ±
20,831 SF ±0.48AC ±
19,391 SF ±0.45AC ±
19,391 SF ±0.45AC ±
22,563 SF ±0.52AC ±
19,848 SF ±0.46AC ±
65,296 SF ±1.50AC ±
18,234 SF ±0.42AC ±
22,727 SF ±0.52AC ±
22,446 SF ±0.52AC ±
32,997 SF ±0.76AC ±
14
1516
17
18
19
2027
28
29
30
31
32
33
3435
36
37
38
39
40
41
C11
62.58'
N 23°27'47" W
C12
C13
C14
C15C16
C17
C18
C19
L10
80.00'
S 23°27'47" E
L11
C20C29
C30
L14
C31
C32
79.84'
N 27°46'31" W
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
79.84'
S 27°46'31" E
C50
C51
L15
C52
79.0
5'
N 1
4°0
3'4
6"
E
162.3
7'
N 1
4°0
3'4
6"
E
210.0
6'
N 1
4°0
3'4
6"
E
395.9
5'
N 1
4°0
3'4
6"
E
174.1
6'
S 2
7°2
0'1
2"
W
224.3
7'
S 2
7°2
0'0
2"
W
L23L24
L25
L26
L27
L28L29L30
L31L32
L33
L34
L35
L36
L37
L38
C87
C88
L39
L40
L41
L42
L43
C89
C90
L44
57.2
5'
S 0
4°5
8'4
3" E
L45
L46
L47
L48
L49L50
L51
L52
52.8
6'
S 0
3°4
0'3
8" E
L53
L54
L55
L56
L57 L58 L59L60
L61 56.18'
S 86°30'20" E
L62
50.0
9'
S 0
4°4
8'2
9" E
L63
54.2
1'
S 0
2°0
3'1
4" E
56.9
3'
S 0
0°5
7'4
2"
WL64
L65
52.1
6'
S 1
5°5
7'1
9"
W
L66
L6
7
C91
79.84'
S 27°46'31" E
C92
L68
C93
L69
L70
L71
L72
L73
L74
L75
L7
6L
77
L78
L79
L80
L81L82
50.3
3'
S 0
1°1
8'1
0" E
C104
C105
200.
08'
S 5
1°39
'52"
W
210.92'
S 69°54'27" W
200.00'
S 76°59'50" W
200.12'
S 67°20'09" W
200.00'
S 67°20'09" W
229.02'
S 79°32'36" W
208.10'N 65°32'29" W
310.98'
N 30°37'35" W
24
4.5
9'
N 0
4°1
7'2
0"
E
204.
14'
N 3
9°1
2'1
5"
E
232.45'
N 74°07'09" E
229.09'
S 70°57'56" E
243.43'N 43°57'15" W
200.0
0'
N 0
9°0
2'2
0" W
210.5
7'
N 2
5°5
2'3
4"
E
299.1
8'
N 6
0°47
'29"
E
185.49'
S 84°17'36" E
99.76'
N 62°1
3'29" E
L109 L110
L111
L112
200.00'
N 78°52'10" W
212.68'
S 66°3
2'13" W
230.35'219.4
0'
N 65°1
6'13" E
206.
70'
N 5
5°43
'09"
E
199.
77'
N 4
7°21
'39"
E
57.64'
N 27°46'31" W
C106
200.00'
N 86°39'30" E
64.88'
S 86°39'30" W
27,568 SF ±0.63AC ±
R30
'
R30'
R30'
R30'
T133'
T2'
R230'
T80'
R45
0'
T51'
50'
20'
50'
40'
50'
40'
50'
20'
10'
30'
10'
25'
20'
20'
DA
TE
:S
CA
LE
:D
ES
IGN
ED
:D
RA
WN
:C
HE
CK
ED
:
PEI JOB#:
CO
NC
EP
TU
AL L
AY
OU
T:
PR
EL
IMIN
AR
Y L
AY
OU
T:
FIN
AL
DE
SIG
N:
RE
LE
AS
ED
FO
R C
ON
ST
:
PR
OJE
CT
ST
AT
US
RE
VIS
ION
S:
DR
AW
ING
IN
FO
RM
AT
ION
SEAL
CL
IEN
T IN
FO
RM
AT
ION
:
TG
CJC
MJC
M1
" =
100'
10
/20
/17
C-2.217220.PE
TRAFFIC IMPROVEMENTS1. TIA IS UNDERWAY. TRAFFIC IMPROVEMENTS TO BE DETERMINED.
N O R T H
0
SCALE:
50' 100' 150'
1" = 50'
I
F SS
E
10/20/17
38
38
38
38
38
38
37
37
37
37
37
37
37
37
3737
37
37
37
36
36
36
36
36
36
36
3636
36
36
36363636
36
3636
36
36
36
3535
35
35
35
35
35
35
35353535
3535
35
35
35
35
35 3535
35 35
35
35
35
35
35
35
35
34
34
34
34
34
34
34
34
3434
34 34
34 34 34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
34
3434
34
34
34
3434
3434
34
34
34
34
33
33
33
33
33
33 3333
3333
33
33
33
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
3333
3333
33
33
33
33
33
33
33
3333
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
33
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
32
31
31
31
31
31
31
31
31
31
31
31
31
31
3131
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
31
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
30
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
29
2929
29
29
29
29
29
29
29
29
29
29
29
29
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
28
27
27
27
27
27
27
27
2727
2727
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
27
26
26
26
26
26
26
26
26
26
26
26
26
26 26
26
26
26
26
26
26
26
26
26
26
26
2626
26
26
26
26
26
26
26 26
26
26
26
26
25
25
25
25
25
25
25 25
25
25
2525
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24
24 24
24
24
24
24 24
24
24
24
24
24
24
24
24
24
24
24
24
2424
24
24
23
23
23
23
23
23
23
23
23
23
23
23
23
2323
23
23
23
23
23
23
23 23
23
23
23
23
23
23
23
23
2323
23
23
23
22
22
2222
22
22
22
22
22
22
22
22
22
22
22
22
22
222
2
22
22
22
22
22
22
22
22
22
22
22
22
22
22
22
21
21
21
21
21
2121
21
21
2121
21
21
21
21
21
21
21
2121
21
21
21
21
21
21
21
21
21
21
21
20
20
20
20
20
2020
20
20
20
20
20
20
20
20
20
20
2020
20
20
20
20
20
20
20
20
20
20
20
19
19
19
1919
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
18
18
18
18
1818
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
18
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17
17 17
17
17
17
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16 16
16
15
15
15
15
15
15 15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15
15 15
15
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14 14
14
14
14
14
14
13
13
13
13
13
13
13
13
13
13
13
13
13
1313
12
12
12
12
12
12
12
12
12
12
11
11
11
11
11
11
3273-55-8613-0000TC&I TIMBER CO LLC
Deed Book/Page 3080/201Plat Book/Page 0033/0006
Zoned - RA
3273-43-6986-0000MILLIS JAMES R SR et alDeed Book/Page 732/156
Plat Book/Page /Zoned - RP
3273-43-2631-0000MILLIS JAMES R SR et alDeed Book/Page 756/243
Plat Book/Page /Zoned - RP
3273-43-0075-0000SHAMBLEY DAVID MATTHEW
Deed Book/Page 4625/2247Plat Book/Page 0226/0024
Zoned - RP
327
3-3
3-92
83-0
000
BA
TTS
BLA
NE
Y W
et a
l
Dee
d B
ook
/Pag
e 11
91/1
28
Pla
t Book
/Pag
e 02
26/0
024
Zon
ed - R
P
3273-32-7562-0000HARDISON GERALD D JR & HARDISO
Deed Book/Page 1446/274Plat Book/Page 0226/0024
Zoned - RP
3273-24-5500-0000CALARCO ROSALIE M LEWIS et al
Deed Book/Page 2891/279Plat Book/Page 0005/0018
Zoned - RA
3273-23-5187-0000WHITE AMORETT S
Deed Book/Page 1953/105Plat Book/Page /
Zoned - RP
3273-23-5064-0000STOWELL TIMOTHY
Deed Book/Page 1953/107Plat Book/Page /
Zoned - RP
3273-22-9732-0000WHITEHEAD WILLIAM L et al
Deed Book/Page 1582/72Plat Book/Page /
Zoned - GB
3273-49-1807-0000BRITTON WOODLANDS LLC
Deed Book/Page 3561/240Plat Book/Page 0022/0060
Zoned - RA
L1
C1 C2
238
.91'
N 2
6°55
'34"
E
210
.18'
N 2
6°55
'34"
E
799.
50'
N 2
7°20
'12"
E
206
8.9
7'
S 1
4°0
3'4
6"
W
L2
L3
L4
L5
L6
L7
L8
L9L10
L11
L12
L13
L14
L15L16
L17
L18
L19
L20
L21
L22
DA
TE
:S
CA
LE
:D
ES
IGN
ED
:D
RA
WN
:C
HE
CK
ED
:
PEI JOB#:
CO
NC
EP
TU
AL L
AY
OU
T:
PR
ELIM
INA
RY
LA
YO
UT
:F
INA
L D
ES
IGN
:
RE
LE
AS
ED
FO
R C
ON
ST
:
PR
OJE
CT
ST
AT
US
RE
VIS
ION
S:
DR
AW
ING
IN
FO
RM
AT
ION
SEAL
CL
IEN
T IN
FO
RM
AT
ION
:
CJG
JC
M
1"=
100'
10
/19
/17
PE
ND
ER
CO
UN
TY
, NC
TO
PSA
IL T
OW
NSH
IPN
C H
WY
210
TO
PO
GR
AP
HIC
SU
RV
EY
EX-1
17220.PE
PA
RK
S F
AM
ILY
FO
RE
STR
Y, L
LC
.20
21 C
OR
PO
RA
TE
DR
WIL
MIN
GT
ON
, NC
284
05
LEGEND:
IRON PIPE FOUND
IRON ROD FOUND
IRON ROD SET
PK NAIL FOUND
PK NAIL SET
CONCRETE MONUMENT FOUND
COMPUTED POINT
IPF
IRF
IRS
PKF
PKS
CMF
CP
BOUNDARY LINE
ADJOINING BOUNDARY LINE
RIGHT OF WAY
100-YR FLOOD LINE
PRELIMINARY DRAWINGDO NOT USE FORCONSTRUCTION,RECORDATION,
CONVEYANCES, ORSALES.
NA
D83
0 50 100 200 400
SCALE: 1"=100'
CERTIFICATE OF ACCURACY AND MAPPING
I, CHRIS GAGNE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROMAN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTIONS RECORDEDAS SHOWN HEREON. THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS DASHEDLINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO OF PRECISION IS1:15,000; AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. 47-30 ASAMENDED, WITNESS MY ORIGINAL SIGNATURE, REGISTRATION AND SEAL THIS ______DAY OF __________________, A.D., __________.
___________________________________________
CHRIS GAGNE, PLS LICENSE NO. L-4700
NORTH
SITE
NC HWY 210
ISLAND CREEK RD
HARRISON CREEK RD
NC
HW
Y 2
10
ROYAL OAK DR
KN
OLL
WO
OD
DR
OA
KM
ON
T D
R
DE
RB
Y LN
VICINITY MAPSCALE: 1' = 2000'