HIGHWAY 210 IN TOPSAIL TOWNSHIP PENDER COUNTY, NORTH … · sf 50' w. 60' w. sf sf 50'w. sf 50' w. sf 50'w. sf 60' w. sf 60' w. sf 60' w. sf 60' w. active open space +3.54 ac p o

NORTH

SITE

NC HWY 210

ISLAND C

REEK RD

HARRISON CREEK RD

NC

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VICINITY MAPSCALE: 1' = 2000'

MAY 2017

FOR:HARDISON BUILDING COMPANY

P.O. BOX 809WRIGHTSVILLE BEACH, NC 28480

PREPARED BY:

PENDER COUNTY, NORTH CAROLINA

SHEET INDEX

SHEET NUMBER SHEET TITLE

C-0.0 COVER SHEET

HIGHWAY 210 IN TOPSAIL TOWNSHIP

PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION

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

C-2.0

CONDITIONAL REZONING/ MDP SUBMITTAL

EX-2RECOMBINATION BOUNDARY &

TOPOGRAPHY EXHIBITI

F SS

E

08/08/17

REVISED FOR TRC COMMENTS JUNE 2017

EX-1 PROPERTY SURVEY EXHIBIT

C-2.1 CONDITIONAL REZONING MDP DETAILS

NORTHSCALE: 1' = 2000'

NC HWY 210

ISLAND C

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HARRISON CREEK RD

ROYAL OAK DRD

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CONDITIONALREZONING

PARCEL

CONDITIONAL REZONINGPARCEL VICINITY MAP

REVISED FOR ADDITIONAL STAFF COMMENTS JULY 2017REVISED FOR PLANNING BOARD COMMENTS AUGUST 2017

WET WET

WET

WET

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WETWET

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ET

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WETWETWET

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T

WET

WET

WET

WE

T

60' w.

POND

PASSIVE

OPEN SPACE

ACCESS TO RM TRACT

THROUGH EXISTING RP; RP

TRACT TO REMAIN FOR FUTURE

DEVELOPMENT;

+15.10 ACZONED: RP

ACCESS TO

RM TRACTTHROUGH

EXISTING IT;

IT TRACT TO

REMAIN FORFUTURE

DEVELOPMENT;

+ 5.98 ACZONED: IT

SF

SF

50' w.

60' w.

SF

SF

50' w.

SF

50' w.

SF

50' w.

SF

60' w.

SF

60' w.

SF

60' w.

SF

60' w.

ACTIVE OPEN

SPACE

+3.54 AC

PO

ND

PASSIVE

OPEN SPACE

POND

POND

POND

POND

POND

POND

POND

POND

POND

POND

PROPOSED

DESIGNATION OF

LAND TO COUNTY

FOR PARK

+ 5.5 AC

60' w.SF

PASSIVE

OPEN SPACE

ACTIVE OPEN

SPACE

PO

ND

WETLANDS &

PASSIVE OPEN

SPACE+142 AC

VILLAGE

GREEN

PASSIVE OPEN

SPACE

ACTIVE OPEN

SPACE+6.59 AC

Developer Proposes Dedication of Land toCounty for Park in This Location; If theCounty Refuses the Dedication, Land willRemain as Passive Open Space

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C-2.00 150 300 600 1200

SCALE: 1"=300'

GRAPHIC SCALE

SITE INFORMATIONAPPLICANT INFORMATION: HARDISON BUILDING COMPANY, LLCCURRENT LAND USE: VACANT LAND MIXED WITH FARM AND TIMBER LANDCURRENT ZONING: RAPROPOSED ZONING: RM-CD3FUTURE LAND USE: SUBURBAN GROWTHPIN #: 3273-50-0693-0000 (REZONING TRACT),

3273-71-1319-0000, 3273-61-9426-0000, 3273-32-7562-0000 (SITE ACCESS PARCELS),

PROPOSED USE: RESIDENTIAL MIXED USE, DETACHED SINGLE FAMILY, DETACHED SINGLE FAMILY ZERO LOT LINE,ATTACHED TOWNHOMES

TOTAL SITE AREA(INCLUDING AREA NOTREQUESTING REZONING): +347.23 ACRESTOTAL SITE AREA IN REZONING PARCEL: +326.15 ACRES

DIMENSION REQUIREMENTSSINGLE FAMILY (DETACHED, TRADITIONAL)MINIMUM LOT SIZE : 4,800 SFLOT WIDTH: 20' W. MINIMUMFRONTYARD SETBACK: 5' MINIMUM

SIDEYARD SETBACK: 5' MINIMUM

CORNER SIDEYARD SETBACK: 5' MINIMUM

REAR SETBACK: 10' MINIMUM

CHORD: 15' MINIMUM

MAXIMUM HEIGHT: 35'

SINGLE FAMILY (ZERO LOT LINE)

MINIMUM LOT SIZE : 4,800 SF

LOT WIDTH: 20' W. MINIMUM

FRONTYARD SETBACK: 5' MINIMUM




EASEMENT ON LOT: ON THE SIDE OPPOSITE THE ZERO LOT

LINE AN 8'-10' EASEMENT REQUIRED PER

COUNTY ORDINANCE; SEE TYPICAL SINGLE

FAMILY SETBACKS DETAIL THIS SHEET

CHORD: 15' MINIMUM

MAXIMUM HEIGHT: 35'

TOWNHOMES

MINIMUM LOT SIZE : 1,000 SF

LOT WIDTH: 20' W. MINIMUM

FRONTYARD SETBACK: 10' MINIMUM




BUILDING SEPARATION: 20' MIN. BETWEEN

TOWNHOUSE BLDGS

CHORD: 15' MINIMUM

MAXIMUM HEIGHT: 35'

PROJECT ROAD NOTES1. ALL COLLECTOR ROADS WILL BE PUBLIC WITH PUBLIC RIGHT OF WAYS

CONSTRUCTED TO NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTIONSTANDARDS. PUBLIC ROADS WILL BE DEDICATED TO NCDOT.

2. ALL OTHER ROADS WILL BE PRIVATE RIGHT OF WAY OPEN TO PUBLIC USE,CONSTRUCTED TO NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTIONSTANDARDS AND BE MAINTAINED BY COMMUNITY HOA.

3. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TOEXISTING ROADWAYS & PROJECT COLLECTOR ROADS WILL HAVE A 30' RADIUSMINIMUM. ALL OTHER RADII ON THE PROJECT WILL BE 25' MIN.

4. SIDEWALKS WILL BE LOCATED ON ONE SIDE OF ALL ROADS EXCEPT THECOLLECTOR ROADS AS INDICATED. SIDEWALKS SHALL MEET ALL APPLICABLEADA REQUIREMENTS.

5. ALL ROADS WILL COMPLY WITH SECTION 7.5.3 OF THE PENDER COUNTY UDO.

FLOODPLAIN NOTES1. PORTION OF THIS TRACT LAYS WITHIN DESIGNATED FLOOD ZONE X (MINIMAL FLOOD

RISK) PER FEMA FIRM MAP 3720327200J AND 3720327300J WITH AN EFFECTIVE DATEOF FEBRUARY 16, 2007.

HISTORICAL & ARCHAEOLOGY NOTES1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST.

LANDSCAPING1. ALL LANDSCAPE PLANTINGS TO COMPLY WITH PENDER COUNTY UDO

STANDARDS LISTED IN ARTICLE 8.

BOUNDARY1. SURVEY IS COMPLETE & TITLE SEARCH FOR EXISTING EASEMENTS

IS UNDERWAY. FINAL PLAT WILL REFLECT ANY EASEMENT.

UTILITIES1. ALL WATER UTILITIES WILL BE COORDINATED WITH PENDER COUNTY

ENGINEERING AND PROVIDED BY PENDER COUNTY UTILITIES..2. SEWER UTILITIES WILL BE COORDINATED WITH PLURIS OR OTHER

PRIVATE ON SITE WASTEWATER COMPANY AS DETERMINED BY OWNER/COUNTY.

3. HYDRANTS PER PENDER COUNTY EMERGENCY MANAGEMENTREQUIREMENTS.

BUFFER NOTES1. ALL BUFFERS TO COMPLY WITH OR EXCEED PENDER COUNTY UDO ARTICLE 8. SEE

SHEET C2.1 FOR DETAILS2. MAINTENANCE OF BUFFER AREAS SHALL BE PERFORMED AS OUTLINED IN

NEIGHBORHOOD COVENANTS.

PHASING (SEE PHASING MAP, THIS SHEET)1. THE NEIGHBORHOOD IS PLANNED TO HAVE 3 PHASES. PHASING NUMBER DOES NOT

NECESSARILY CORRESPOND TO ORDER OF CONSTRUCTION & MAY BE BUILTSEPARATELY OR CONCURRENTLY WITH OTHER PHASES

2. ALL PONDS TO BE CONSTRUCTED AS NEEDED WITH EACH PHASE.3. ALL AMENITIES WILL BE CONSTRUCTED WITH THE RESPECTIVE PHASE IN WHICH THEY

ARE PLANNED. THE SINGLE FAMILY AMENITY CLUBHOUSE IS PLANNED FOR PHASE 1INITIAL PHASE OF NEIGHBORHOOD DEVELOPMENT.

4. DEVELOPER MAY ULTIMATELY DIVIDE PROJECT INTO ALTERNATE PHASES, PENDINGMARKET CONDITIONS

5. PHASE 1 TOTAL:

RECREATION UNIT NOTES1. 562 LOTS REQUIRE 6 RECREATION UNIT TOTALING $60,000 MIN. INSTALLATION OF THE

PROPOSED ACTIVE RECREATION AREAS WILL MEET OR EXCEED THE $60,000, 6 UNITREQUIREMENT. AMENITY SITE WILL FEATURE COMMUNITY CLUBHOUSE EXCEEDING

THE $60,000 MIN. ALLOCATION REQUIRED FOR RECREATION UNITS.

STREETLIGHT NOTES1. STREETLIGHT LOCATIONS ARE TO BE LOCATED PER PENDER COUNTY UDO.

FINAL LOCATIONS, QUANTITIES AND CALCULATIONS WILL BE PROVIDED BY DUKEENERGY.

WETLANDS /PASSIVE OPEN SPACE

PASSIVE OPEN SPACE

ACTIVE OPEN SPACE

NUMBER OF DWELLING UNITS (DENSITY)FROM PENDER COUNTY DEVELOPABLE AREA FORMULA PER SECTION 4.8.1.C

C-2.0

05

/19

/17

1"

= 3

00'

AH

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CA

HE

Property Line Around all TractsCurrently Owned by Applicant

Road Proposed Connecting to AdjacentProperty Provides Least Impact to Wetlands ifConnection is Made to Nearby Griffith Rd. ;Road will be Built to Local County CollectorRoad/NCDOT Standards.

Road Proposed to Meet Pender CountyLocal Collector Street Classification &Proposed Road Will Connect to FutureRoad Connection in AdjacentNeighborhood

Blocks of Townhomes; 110 Units; 30' x75' Each; Parking Under Units withAdditional Surface Parking For Overflow& Guests

(117) 60' x 150' Lots; Single FamilyDetached, Traditional

(20) 50' x 120' Lots; Zero Lot Line

I

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08/08/17

PROJECT SIGNAGE NOTES1. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE

ACCESSIBLE BY VEHICLE TRAFFIC DURING CONSTRUCTION AND MEET PENDERCOUNTY STREET SIGN SPECIFICATIONS.

2. ALL STREET SIGNS TO MEET MUTCD STANDARDS.3. NEIGHBORHOOD SUBDIVISION SIGNS WILL BE DESIGNED IN ACCORDANCE WITH

PENDER COUNTY SIGNAGE ORDINANCES. PLACEMENT WILL BE DETERMINEDPRIOR TO FINAL PLAT.

Existing Farm Structures and Fields on ThisParcel to Remain Until Future Development isApproved; Current Access to ConditionalRezoning Parcel Does Not Impede Access orCurrent Use of the Land.

Proposed B-4 25' Min. VegetatedBuffer Between Townhomes andAdjacent Properties to beAugmented with 2 UnderstoryTrees, 21 Shrubs such as WaxMyrtle and Other EvergreenShrub Species per 100 LF; SeeSheet C2.1

8' Sidepath as Access to Park

LEGEND

BOUNDARY LINE

ADJOINING BOUNDARY LINE

RIGHT OF WAY

MULTI-USE PATH

Streetlight -Typ.

176 Surface Parking Spaces for Townhomes;Space to Meet County's Standard Size (8.5' x 18')min. w/ 24' w. Drive Aisle

STORMWATER1. STORMWATER DESIGN SHALL BE COMPLIANT WITH PENDER

COUNTY UDO2. THE PLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE

SYSTEM FOR THESE AREAS THAT WILL ACCOMMODATE THETEN-YEAR STORM EVENT WITHOUT FLOODING OR SUBSTANTIALPONDING OF WATER IN THE AREAS INCLUDED IN THE PLAN.

3. FULL PERMIT APPROVALS TO BE PROVIDED TO COUNTY WHENRECEIVED

4. STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITHALL STATE AND COUNTY STORMWATER STANDARDS. EACH LOTWILL BE ALLOCATED 5,500 SF OF IMPERVIOUS COVERAGE, WITHTHE EXCEPTION OF LOT 30 WHICH WILL BE ALLOCATED 8,500 SF.

5. PER PENDER COUNTY UDO, SECTION 6.4.C.4.H:A DRAINAGE PLAN THAT WILL INCLUDE ALL PORTIONS OF THEDEVELOPMENT SHALL BE SUBMITTED. THIS PLAN SHALL BEPREPARED AND SEALED BY A REGISTERED ENGINEER. THEPLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE SYSTEMFOR THESE AREAS THAT WILL ACCOMMODATE THE TEN-YEARSTORM EVENT WITHOUT FLOODING OR SUBSTANTIAL PONDINGOF WATER IN THE AREAS INCLUDED IN THE PLAN. THE PLANMUST ALSO ACCOMMODATE ANY DISCHARGE FROMPROPERTIES IN UPLAND PORTIONS OF THE DRAINAGE BASINTHAT FLOWS THROUGH THE PROPERTY FOR THE SAME STORMEVENT FOR THE TYPE DEVELOPMENT FOR WHICH THATPROPERTY IS ZONED. THE BOUNDARY OF ANY DRAINAGE AREAON A PORTION OF THE SITE AND/OR UPLAND FROM THE SITEAND DRAINAGE AREAS BETWEEN STORMWATER DISCHARGEPOINTS FROM THE SITE TO THE RECIPIENT PERENNIAL STREAMSHALL BE SHOWN ON A MAP (COPY OF 7.5 MIN. USGS QUAD ORSIMILAR MAP). ANY DRAINAGE FACILITY RECEIVINGSTORMWATER DISCHARGE FROM THE DEVELOPMENT SHALLHAVE THE CAPACITY TO CARRY THE ANTICIPATEDSTORMWATER FLOW FROM AREAS THAT DISCHARGE THROUGHTHEM FOR THE 10 YEAR STORM EVENT FROM THE POINT OFDISCHARGE AT THE DEVELOPMENT TO THE RECIPIENTPERENNIAL STREAM WITHOUT OVER FLOWING THEIR BANKS.THE LOCATION, SIZE AND/OR CAPACITY OF ALL STRUCTURESINCLUDED IN THE DRAINAGE SYSTEM AND RECEIVINGDISCHARGE FROM THE DEVELOPMENT TO THE RECIPIENTPERENNIAL STREAM SHALL BE SHOWN ON THE PLAN ANDCALCULATIONS USED IN DESIGNING THE DRAINAGE SYSTEMSHALL BE SUBMITTED IN A LEGIBLE FORMAT. THIS PLAN MAY BEINCLUDED IN THE STREET AND DRAINAGE PLAN, STORMWATERMANAGEMENT PLAN OR ON THE PRELIMINARY PLAT, AS LONGAS THE DESIGN PROFESSIONAL CERTIFIES THAT THE SPECIFICDRAINAGE PLAN SUBMITTED COMPLIES WITH THESEREQUIREMENTS AND THE INFORMATION REQUIRED IS SHOWNOR SUBMITTED.

TRAFFIC IMPACTS (Section 6.1.2.A.15)1. PER PENDER COUNTY UDO SECTION 6.1.2.A.15, A TRAFFIC IMPACT

ANALYSIS IS NOT REQUIRED FOR THIS PROJECT2. SEE BELOW FOR TRIP GENERATION CALCULATIONS

235 Townhouse Units, 25' x 50' - 80' dProposed Unit Size in Phase 3

Village Green for Townhomes

60 Townhomesin Phase 2

General, Undeveloped Open Space withVegetation to Remain

HOMEOWNERS ASSOCIATION1. PER PENDER COUNTY UDO 7.3, HOMEOWNERS ASSOCIATIONS SHALL BE REQUIRED

FOR ALL DEVELOPMENTS WITH DEDICATED IMPROVEMENTS SUCH AS PRIVATELYMAINTAINED STREETS AND/OR OPEN SPACE DEDICATIONS AND MUST BE RECORDEDALONG WITH THE FIRST PHASE OF A FINAL PLAT TO ENCOMPASS THE ENTIREDEVELOPMENT WITH AN OUTLINE OF AMENITIES/LAND TRANSFERRED TO THE SAIDHOA AT OR BEFORE 25% OF ALL UNITS ARE CONSTRUCTED.

WETLAND DELINEATION NOTES1. ADDITIONAL FIELD MAPPING AND COORDINATION WITH USACE AND

JURISDICTIONAL DETERMINATION IS PENDING AT THIS TIME.

Active Open Space with CommunityClubhouse & Community RecreationFacilities

Neighborhood Entrance Sign (Approximate Location)

Neighborhood Entrance Sign (Approximate Location)

Access Road to RM Rezoning Tract; Road Proposed toMeet Pender County Local Collector StreetClassification Up to First Cul-De-Sac to East of Property

When Park is Developed, Proposed 25' wide C-4 Bufferwith Evergreen Hedge & 2 Understory Trees per 100 LF;Locate Along Property Line in Hatched Area Shown; BufferOwnership, Installation, & Maintenance T.B.D. BetweenDeveloper Dedicating Land & County; If no Park isConstructed, No Disturbance Other Than RoadConstruction will Occur on this Tract

Future Development will Install A-3 25' wide Street Buffer with1 Canopy Tree & 2 Understory Trees Underplanted with GrassPer 100 LF; See Sheet C2.1

Future Development will Install A-3 25' wide Street Buffer with1 Canopy Tree & 2 Understory Trees Underplanted with GrassPer 100 LF; See Sheet C2.1

Existing Wetlands will exceed A-3 25' wide Street BufferRequirements

Entrance From Harrison Creek Proposed; USACEPermitting will Determine Road Access at thisLocation

5' wide Sidewalk Connecting Surface Parking toTownhomes

(20) 50' x 120' Lots; Zero Lot Line

NORTHSCALE: 1' = 2000'

CONDITIONALREZONING

SITE

NC HWY 210

NC

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HARRISON CREEK RD

CONDITIONAL REZONINGPORTION OF THE TRACT

NORTH

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NC HWY 210

ISLAND C

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HARRISON CREEK RD

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Typical Streetlight; Final LocationsT.B.D. with Power Company's DesignSee Notes This Sheet

50' Vegetated Buffer Between Property Line and Right of Way Edge; Buffer Contains 6' Ht.Opaque Fence; Existing Vegetation will be Augmented as Necessary to Meet or Exceed theStandards of the County's Highest Level of Screening, the C-4 Buffer; Buffer will be InstalledDuring Construction of Street E; Buffer Will Include Continuous Screen of Evergreen Shrubsat Least 6' Ht. within 4 Yrs., 2 Understory Trees & Grass for Every 100 LF; See Sheet C2.1Street E Buffer

20' wide C-3 Buffer with EvergreenHedge, 1 Canopy Tree & 3Understory Trees per 100 LF; LocateAlong Parcel Boundary Up toWetlands; See Sheet C2.1

PROPOSED LAND DEDICATED TOCOUNTY FOR PARK

STREETLIGHT

Paths Connecting Open Space toNeighborhood Sidewalk System

Sidepath Connected toNeighborhood-Wide Sidewalk andSidepath System; System Provides LinkBetween All Active Open SpacesThroughout Neighborhood

Tract to Remain in Existing IT Zoning,Future Development Parcel

R3'

R3'R

3'

100'

125'

30

'

12'

58'

11'

11'

20'

20'

8'

24'

8'

8'

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26'

1/2" PER FT1/4" PER FT

1'

50' R/W

1/4" PER FT

6" STONEUNDER CURBING

1'

1' 1'

PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILSDATA. NO TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVINGSECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THEAVAILABILITY OF SOILS DATA.

REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.

8'

SLOPES= 3:1SLOPES= 3:1

MODIFIED VALLEY CURB

6"-B25.0B BASE1.5"-SF9.5A SURFACE

3'

1/2" PER FT

11'

8' SIDE PATH

24' DRIVE AISLE

1.5'

6"

SLOPE VARIES


1/2" PER FT

6"18' PARKING STALL 18' PARKING STALL

1/2" PER FT

5'5'

6" STANDUP CURB 6" STONE UNDER CURBING

PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO TESTING HAS BEENCOMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION HAS BEEN PROVIDED AND WILL BE FURTHER

EVALUATED WITH THE AVAILABILITY OF SOILS DATA.


5' SIDEWALK - DOESNOT ALWAYS OCCUR

1.5'

SLOPE VARIES

SLOPES= 3:1

26'


MODIFIED VALLEY CURBSLOPES= 3:1

1'

50 FT R/W

6"-B25.0B BASE

1/4" PER FT


1.5"-SF9.5A SURFACE

6' 11'5' 1'

1' 1'



5' SIDEWALK

12' WIDE PAVED ALLEY

1/4" PER FT MAX= 2:1MAX= 2:1

4'

20 FT PRIVATE ALLEY

1/4" PER FT 1/2" PER FT1/2" PER FT

1.5"-S9.5B SURFACE6"-ABC BASE(NCDOT APPROVED)

4'

C-2.1

06

/15

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1"

= 3

00'

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8' wide Side Path,typ.

Modified Valley Curb, typ.

12' Rumble strip, typ.

Concrete median, typ.

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STREET "A"

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"E

"

STREET "F"

Accessible ramp andcrossing, typ.

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.



1'1'

ROAD DESIGNATIONS

STREET DESIGNATION LENGTH COLLECTOR RD. COLLECTOR RD. TYPE SIDEWALK/PATHA PUBLIC 5,098' YES LOCAL,GROUP 3 (1 ) 8' WIDE SIDEPATHB PUBLIC 1,028' YES LOCAL,GROUP 3 (2) 5' WIDE SIDEWALKSC PRIVATE 1,194' NOD PRIVATE 1,090' NOE PUBLIC 2,550' NOF PUBLIC 988' YES (1) 8' WIDE SIDEPATHG PRIVATE 1,165' NOH PRIVATE 582' NOI PUBLIC 2,607' YES LOCAL,GROUP 3 (1) 8' WIDE SIDEPATHEAST J PRIVATE 1,507' NOWEST J PRIVATE 502' NOK PRIVATE 732' NOL PRIVATE 598' NOM PRIVATE 1,645' NON PRIVATE 1,054' NOO PRIVATE 735' NOP PRIVATE 976' NO

ALLEY DESIGNATION LENGTH1 PRIVATE 466' NO

TYPICAL TEMPORARY CUL-DE-SAC DETAILNOT TO SCALE

NOTE: TEMPORARY CUL-DE-SAC DESIGN ON ROAD F SHALL BE COMPLIANT WITH PENDER COUNTY UDO.DESIGN SHALL BE CONSISTENT WITH THE STANDARD GRAPHIC REPRESENTATION SHOWN ABOVE, PROVIDED

BY PENDER COUNTY.

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HARRISON CREEK RD

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Section Applies to Streets A, F, AND I

Section Applies to Streets C,G,H,J (EAST AND WEST),K

Section Applies to all Streets D,L,M,N,O,P

26'


1'

50' R/W

1/4" PER FT


1'

1' 1'



8'



6"-B25.0B BASE

1.5"-SF9.5A SURFACE

3'

1/2" PER FT

11'

8' SIDE PATH

Section Applies to Streets B

26'


1'

50' R/W

1/4" PER FT


1'

1' 1'



8'




3'

1/2" PER FT

11'

8' SIDE PATH

Section Applies to Street E

BOUNDARY

BUFFER C4· (2) UNDERSTORY TREES

· EVERGREEN SHRUB HEDGE TO REACH 6' HEIGHT IN 4

YEARS

· 98% GRASS COVER

100'

25'

BOUNDARY

BUFFER C3· (1) CANOPY TREE

· (3) UNDERSTORY TREES

· EVERGREEN SHRUB HEDGE TO REACH 6' HEIGHT IN 4

YEARS

· 98% GRASS COVER

100'

20'

BOUNDARY

BUFFER A3· (1) CANOPY TREE


· 98% GRASS COVER

25'

100'

BUFFER LINEAR CANOPY UNDERSTORY TYPE FT. TREES TREES

A3 919' 12 REQ. 24 REQ.


C3 730' 0 REQ. 22 REQ.


C4 787' 0 REQ. 16 REQ.

BOUNDARY

BUFFER STREET E· (2) UNDERSTORY TREES

· SOLID OPAQUE EVERGREEN SHRUB HEDGE TO REACH 6'

HEIGHT IN 4 YEARS

· 98% GRASS COVER

· 6' HT OPAQUE FENCE

100'

50'


C4 1,004' 0 REQ. 20 REQ.

BUFFER B4· (2) UNDERSTORY TREES

· 21 SHRUBS

· 98% GRASS COVER

BOUNDARY

100'

25'


B4 1,462' 0 REQ. 29 REQ.

SHRUBS

167 REQ.AT 6' O.C.

SHRUBS

131 REQ.AT 6' O.C.

SHRUBS

121 REQ.AT 6' O.C.

SHRUBS

307 REQ.

BOUNDARY

BUFFER A3· (1) CANOPY TREE


· 98% GRASS COVER

25'

100'


A3 310' 12 REQ. 24 REQ.

NORTH HWY 210 STREET YARD BUFFER

NORTH HWY 210

NORTHEAST HWY 210 STREET YARD BUFFER

TOWNHOUSE BUFFER

STREET A BUFFER

PARK AREA & POWERLINE EASEMENT BUFFER

Powerline easement note: all plant material must be approved by power company and incompliance with easement approved guidelines; exact buffer t.b.d. by power companyapproval

170' POWERLINE ESMT

(APPROXIM

QATE LOCATION)

977.33'

S 56°59'48" E

2060

.29'

S 3

9°45

'14"

W

2306.47'

S 88°40'00" W

LINE BEARING DISTANCEL1 S 01°30'00" E 132.65'L2 N 65°50'59" W 251.94'L3 N 66°07'07" W 95.73'L4 N 68°38'16" W 91.89'L5 N 82°00'09" E 277.25'L6 S 26°40'00" E 114.83'

L1

2487.72'S 89°23'00" WL2

L3L4

L5

338.

21'

N 2

9°47

'24"

E

332.

92'

N 2

9°27

'53"

E

479.

83'

N 3

0°22

'17"

E

1189.1

4'

N 2

0°4

7'1

6"

E

503.39'

N 58°34'01" E

1242.2

6'

N 1

4°2

4'5

2"

E

941.83'

S 46°05'01" E

325.36'

S 46°05'00" E1131.79'

N 71°10'00" E

L6

1113.85'S 63°55'00" E 1538.97'

425.12'

S 0

5°0

0'0

0"

W

648.8

2'

N 4

7°05

'00"

E 6

84.3

5'

N 57°42'00" W311.54'

MCCULLENLOFTIN A SR

et al3273-51-8982-0000

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INVESTMENTSLLC

3273-71-2117-0000ZONED IT

HARIDSONGERALD D JR

& HARDISO3273-71-1319-0000

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CLOVERLEAFESTATES LLC

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WHITTY LANI D3273-80-2503-0000

ZONED RP

SHARPLESSMELVIN J

3272-58-5648-0000ZONED RA

GERALD D HARDISON JR ET AL3273-50-0693-0000

ZONED RA

SIDBERRYPHILLIP A

3272-48-1651-0000ZONED RP

MARSHALLJAMES N et al

3272-38-7544-000LZONED RP

ROBINSONJOHN WAYNE

ET AL et al3272-38-

5524-0000ZONED RP

ROBINSONWILBERT L JR

et al3272-38-2694-0000

ZONED RPCARR LEOLA

3272-28-9478-0000ZONED RP

REDDANDREW LEE

3272-28-6449-0000ZONED RP

MCKOYMARGARET S

et al3272-28-2555-0000

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POWELLSHIRLEY M

3272-28-0620-0000ZONED RP

GRAHAMASHLEYETALS

3272-19-5093-0000ZONED RP

HAMPTON JESSE GRAHAM

3272-19-2361-0000

ZONED RP

OVERDIEP SHIRLEY M ET AL et al

3272-19-2146-0000

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PARKS FAMILYFORESTRY LLC

3273-10-7328-0000ZONED RP

WHITEHEADWILLIAM L et al

3273-21-9453-0000ZONED RA


3273-22-9732-0000ZONED GB

HOCKJAMES T3273-42-

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WEESE

JENNIFER L

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PETERSONMICHAELEARL et al

3273-41-3796-0000ZONED RP

WEESE WAYNE C et al

3273-41-1965-0000

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CHAMBERSKEITH A et al

3273-41-6879-0000ZONED RP

SHINGLETONTHOMASFARNELL

3273-52-0017-0000ZONED RP

BUEC

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PHEN

WILLIAM

3273-41-5832-0000

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MILAM

JAMES

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3273-41-1822-0000

ZONED RP

DEBOSE MARGIEE HEIRS

3273-42-2463-0000ZONED RP

MARTEL LOUIS3273-42-2352-0000

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HARDISONGERALD D JR

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CORBETTPACKAGECOMPANY

3282-15-9252-0000ZONED RA

OVERALL PARCEL AREA=14,206,995 SF ±

326.15 AC ±

OWNERUNKNOWN

HARIDSONGERALD D JR

& HARDISO3273-61-9426-0000

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SIDBURYRAYMOND H

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COMPUTED POINT

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BOUNDARY LINE


RIGHT OF WAY

100-YR FLOOD LINE

PRELIMINARY DRAWINGDO NOT USE FORCONSTRUCTION,RECORDATION,

CONVEYANCES, ORSALES.

100-YR

NA

D83

0 150 300 600 900 1200

SCALE: 1"=300'

NORTH

SITE


NC HWY 210

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NC HWY 210

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J & JPROPERTY

INVESTMENTSLLC

3273-71-2117-0000ZONED IT

PA

RK

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JE

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RN

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T3273-7

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059-0

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J & JPROPERTY

INVESTMENTSLLC

3273-71-2117-0000ZONED IT

NOELLEHOLDINGS LLC

3273-70-8929-0000ZONED IT

WHITTY LANI D3273-80-2503-0000

ZONED RP

SHARPLESSMELVIN J

3272-58-5648-0000ZONED RASIDBERRY

PHILLIP A3272-48-1651-0000

ZONED RP

MARSHALLJAMES N et al

3272-38-7544-000LZONED RP

ROBINSONWILBERT L JR

et al3272-38-2694-0000

ZONED RPCARR LEOLA

3272-28-9478-0000ZONED RP

REDDANDREW LEE

3272-28-6449-0000ZONED RP

MCKOYMARGARET S

et al3272-28-2555-0000

ZONED RP

GRAHAMASHLEYETALS

3272-19-5093-0000ZONED RP

HAMPTON JESSE GRAHAM

3272-19-2361-0000

ZONED RP

OVERDIEP SHIRLEY M ET AL et al

3272-19-2146-0000

ZONED RP

PARKS FAMILYFORESTRY LLC

3273-10-7328-0000ZONED RP


3273-21-9453-0000ZONED RA


3273-22-9732-0000ZONED GB

HOCKJAMES T3273-42-

1283-0000ZONED RP

WEESE

JENNIFER L

3273-42-1067-0000

ZONED RP

WEESE WAYNE C et al

3273-41-1965-0000

ZONED RP

SHINGLETONTHOMASFARNELL

3273-52-0017-0000ZONED RP

BUEC

KER

STE

PHEN

WILLIAM

3273-41-5832-0000

ZONED R

P

MILAM

JAMES

et al

3273-41-1822-0000

ZONED RP

MARTEL LOUIS3273-42-2352-0000

ZONED RP

TR

EO

LO

MIC

HA

EL W

3273-4

2-2

642-0

000

ZO

NE

D R

P

GRIFFITHGRETELRENEE

3272-89-0037-0000ZONED RA

CORBETTPACKAGECOMPANY

3282-15-9252-0000ZONED RA

LINE BEARING DISTANCEL2 S 70°41'48" E 46.13'L3 S 26°40'00" E 114.83'L4 S 01°30'00" E 132.65'L5 N 65°50'59" W 251.94'L6 N 66°07'07" W 95.73'L7 N 68°38'16" W 91.89'L8 N 82°00'09" E 277.25'

CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARINGC1 2822.06' 973.31' 968.49' S 80°34'37" E

C1

L2

981.5

4'

S 1

3°1

2'2

1"

W

325.36'

S 46°05'00" E

1131.79'

N 71°10'00" E

L3

1113.85'

S 63°55'00" E 1461.99'

348.14'

650.1

3'

N 1

9°1

7'5

9"

E

380.00'S 70°42'00" E

729.3

0'

S 1

9°1

8'0

0"

W

977.33'

S 56°59'48" E

2060

.29'

S 3

9°45

'14"

W

2306.47'S 88°40'00" W

L4

2487.72'S 89°23'00" W

L5

L6L7

L8

338.

21'

N 2

9°47

'24"

E

332.

92'

N 2

9°27

'53"

E

479.

83'

N 3

0°22

'17"

E

1189.1

4'

N 2

0°4

7'1

6"

E

503.39'

N 58°34'01" E

170' POWERLINE ESMT

(APPROXIM

QATE LOCATION)

N 1

4°2

4'5

2"

E

1242.2

6'

N 1

1°2

5'5

3" W

399.3

1'

S 0

5°0

0'0

0"

W

648.8

2'

N 4

7°05

'00"

E 6

84.3

5'

SIDBURYRAYMOND H

3272-18-5259-0000ZONED RP


3273-21-7964-0000ZONED RA

CHAMBERSKEITH A et al

3273-41-6879-0000ZONED RP

PETERSONMICHAELEARL et al

3273-41-3796-0000ZONED RP

HARIDSONGERALD D JR

& HARDISO3273-71-1319-0000

ZONED IT

GERALD D HARDISON JR ET AL3273-50-0693-0000

ZONED RA

OVERALL RECOMBINED PARCEL AREA=15,125,539 SF ±

347.23 AC ±

ROBINSONJOHN WAYNE

ET AL et al3272-38-

5524-0000ZONED RP

HARDISONGERALD D JR

& HARDISO3273-32-7562-0000

ZONED RPDEBOSE MARGIE

E HEIRS3273-42-2463-0000

ZONED RP

POWELLSHIRLEY M

3272-28-0620-0000ZONED RP

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CLOVERLEAFESTATES LLC

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PK NAIL FOUND

PK NAIL SET

CONCRETE MONUMENT FOUND

COMPUTED POINT

IPF

IRF

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CMF

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BOUNDARY LINE


RIGHT OF WAY

PRELIMINARY DRAWINGDO NOT USE FORCONSTRUCTION,RECORDATION,

CONVEYANCES, ORSALES.

NA

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0 150 300 600 900 1200

SCALE: 1"=300'

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NC HWY 210

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Documents

HIGHWAY 210 IN TOPSAIL TOWNSHIP PENDER COUNTY, NORTH … · sf 50' w. 60' w. sf sf 50'w. sf 50' w. sf 50'w. sf 60' w. sf 60' w. sf 60' w. sf 60' w. active open space +3.54 ac p o