nc hwy 210 pender county, north carolina · 2017-10-27 · october 2017 applicant: parks family...

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


CHRIS GAGNE, PLS (910-791-6707)

PARAMOUNTE ENGINEERING, INC.

122 CINEMA DRIVE


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



3273-43-0075-0000SHAMBLEY DAVID MATTHEW


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


Zoned - RP

3273-24-5500-0000CALARCO ROSALIE M LEWIS et al

Deed Book/891/279Plat 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


Zoned - RP

3273-22-9732-0000WHITEHEAD WILLIAM L et al


Zoned - GB

3273-49-1807-0000BRITTON WOODLANDS LLC


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


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'


50' R/W

6"-B25.0B BASE

1/4" PER FT


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.


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


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


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.


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'


50' R/W

6"-B25.0B BASE

1/4" PER FT


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



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'


50' R/W

6"-B25.0B BASE

1/4" PER FT


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


Zoned - RA





3273-43-0075-0000SHAMBLEY DAVID MATTHEW


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


Zoned - RP

3273-24-5500-0000CALARCO ROSALIE M LEWIS et al


Zoned - RA

3273-23-5187-0000WHITE AMORETT S


Zoned - RP

3273-23-5064-0000STOWELL TIMOTHY


Zoned - RP

3273-22-9732-0000WHITEHEAD WILLIAM L et al


Zoned - GB

3273-49-1807-0000BRITTON WOODLANDS LLC


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


nc hwy 210 pender county, north carolina · 2017-10-27 · october 2017 applicant: parks family...

Documents