(active & passive) · 20' 20' 20' 20' 20' 20' 20' 20'...

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373844 42 404346 454750 4951 48

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440.33'

N 43°30'34" E

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N 43°19'56" W 153.08'

L453.08'53.95'

S 43°19'56" E 375.09'

50.00' 50.00' 59.55' 59.50' 50.50' 51.59'

L5 120.00'

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C21

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124.98'

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125.81'

S 46°40'04" W

126.64'

S 46°40'04" W

127.47'

S 46°40'04" W

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S 46°40'04" W

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S 46°40'04" W

130.12'

S 46°40'04" W

120.00'

S 46°40'04" W

120.00'

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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

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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'

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120.00'

S 46°40'04" W

139.88'

S 46°40'04" W

50.08'

S 43°30'34" W 63.87'

L26

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50.40'

139.13'

S 43°19'56" E

132.10'

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127.19'

S 43°19'56" E

L30

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6,429 S

F ±

0.148 AC

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6,429 SF

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6,790

SF ±

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7,116 SF

±

0.163 AC

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7,434 SF

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7,516 SF

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6,883 SF

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6,618 SF

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0.152 AC

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6,577 SF

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0.180 AC

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7,778 S

F ±

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6,436 SF

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6,394

SF ±

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6,353 SF

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6,311

SF ±

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6,270 S

F ±

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6,228 SF

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0.143 AC

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6,190 SF

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7,100 S

F ±

0.163 AC

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7,119

SF ±

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7,311

SF ±

0.168 AC

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7,292 S

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0.167 AC

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6,056 S

F ±

0.139 AC

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6,000 SF

±

0.138 AC

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6,000 S

F ±

0.138 AC

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6,118

SF ±

0.140 AC

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8,662 SF

±

0.199 AC

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6,784 SF

±

0.156 AC

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6,784

SF ±

0.156 AC

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6,024

SF ±

0.138 AC

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10,787 S

F ±

0.248 AC

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16,248 S

F ±

0.373 AC

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6,444 SF

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0.148 AC

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6,461 S

F ±

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±

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6,461

SF ±

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6,461 S

F ±

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7,236 SF

±

0.166 AC

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6,188 SF

±

0.142 AC

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6,060

SF ±

0.139 AC

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7,140 S

F ±

0.164 AC

. ±

7,146 SF

±

0.164 AC

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6,000 SF

±

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6,000

SF ±

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6,340 S

F ±

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7,236

SF ±

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11

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373844 42 404346 454750 4951 48

WETLANDS

20'

20'50

'

24'

50'

24'

50'

24'

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8303

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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


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


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


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


(+ 0.26 ACRE)






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


(+ 0.11 ACRE)


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)


(SHEET P-1)


(SHEETS P-1 & P-2)


(SHEETS P-1 & P-2)


(SHEET P-2)


(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

4

'

0'

0'

3

0

'

3

0

'

3

0

'

3

0

'

0

'

2

6

'

26'

2

6

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2

6

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2

6

'

26'

26'

26'

2

6

'

2

6

'

F

M

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S

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S

S

S

S

S

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S

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S

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23'-8"

23'-7

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23'-10"

23'-7"

43'-6"

29'-0" G

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44'-10" U

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10'-0"

5'-0"

29'-0"

48"

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3'-4"

60'-0"

2'-7"

7'-6"

W

W

W

W

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W

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27

25

17

29

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26

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44 43

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* *

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*

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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

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S

2

9

°

5

4

'2

9

" E

1

6

3

.7

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S

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'3

5

"

E

1

3

2

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6

3

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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

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92.30'

N 43°19'56" W 100.80'

L6

153.95'

N 43°19'56" W

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E

60.00'

60.00'

50.00'50.00'

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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

C

2

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L18

L19

95.00'

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L2050.00'

50.00'59.55'

59.50'

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7

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°

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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

'

S

2

6

°

1

8

'3

5

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E

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7

.

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S

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4

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.

0

8

'

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)


20'

20'24'

50'

50'

24'

70'

R28'

R28'

20'

R470'

R230'

T324

.5'

R30' R30'

R30'

R30'

T768

DA

TE

:

SC

ALE

:

DE

SIG

NE

D:

DR

AW

N:

CH

EC

KE

D:

PEI JOB#:

CO

NC

EP

TU

AL LA

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UT

:

PR

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IN

AR

Y LA

YO

UT

:

FIN

AL D

ES

IG

N:

RE

LE

AS

ED

F

OR

C

ON

ST

:

PR

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TA

TU

S

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VIS

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NS

:

DR

AW

IN

G IN

FO

RM

AT

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SEAL

CLIE

NT

IN

FO

RM

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PE

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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

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

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-

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


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


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


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


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.


SETBACKS DETAIL THIS SHEET FOR



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





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


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


(SHEET P-1)


(SHEET P-1)


(SHEETS P-1 & P-2)


(SHEETS P-1 & P-2)


(SHEET P-2)


(SHEET P-2)





(SHEET P-2)



(ACTIVE & PASSIVE)


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

W

W

W

WW

W

WW

WW

WW

WW

WW

WW

WW

WW

WW

SSSS

SSSS

SSSS

SSSS

SSSS

SSSS

SS

W

W

W

W

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

S

S

S

S

S

S

S

S

S

S

S

**

*

* * *

* *

* * * * * * *

*

*

*

*

*

***

*

*

*

**

*

*

*

*

*

*

*

*

*

*

*

S

S

S

S

S

S

S

S

S

S

S

S

PHASE 2

PHASE 1

P

H

A

S

E

2

P

H

A

S

E

1

IP

F

IP

F

IP

F

IP

F

D

E

E

R

F

I

E

L

D

D

R

I

V

E

S

.

R

.

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

Y

L

I

N

E

A

L

O

N

G

C

E

N

T

E

R

L

I

N

E

O

F

B

R

A

N

C

H

IP

F

IP

F

IP

F

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

1

3

4

.

2

7

'

S

0

9

°

4

8

'

0

0

"

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

'5

7

"

W

2

4

0

.

7

5

'

865.59'

N 44°1

7'00" W

6

0

.

0

0

'

N

2

3

°

2

4

'4

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

1

9

.

8

6

'

S

1

5

°

4

8

'

0

5

"

E

1

1

9

.

6

1

'

S

0

8

°

2

0

'

5

9

"

W

1

1

9

.4

2

'

S

3

2

°

3

0

'0

4

"

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

'

0

2

"

E

92.30'

N 43°19'56" W 100.80'

L6

1

5

2

.

0

0

'

S

6

5

°

0

6

'2

9

"

E

1

5

2

.

0

0

'

S

6

0

°

3

7

'4

8

"

E

1

5

2

.0

0

'

N

5

6

°

0

9

'0

6

" W

67.88'

S 46°40'04" W 187.88'

120.00'

1

5

9

.7

7

'

N

5

2

°1

0

'1

0

" W

L

7

153.95'

N 43°19'56" W

L

8

1

4

5

.

7

1

'

S

0

1

°

5

9

'

2

3

"

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

'

S

6

5

°

1

1

'3

4

"

E

1

2

0

.0

0

'

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

2

6

°

1

8

'3

5

"

E

5

7

.

3

7

'

S

1

4

°

4

7

'

4

6

"

E

6

0

.

0

0

'

N

1

4

°

4

7

'

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)


GRASS (SEED)


GRASS (SEED)


GRASS (SEED)


(2)LO

GRASS (SEED)


(4)LGM

(3) LO

(5) LGM

GRASS (SEED)


(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

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UT

:

FIN

AL D

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IG

N:

RE

LE

AS

ED

F

OR

C

ON

ST

:

PR

OJE

CT

S

TA

TU

S

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VIS

IO

NS

:

DR

AW

IN

G IN

FO

RM

AT

IO

N

SEAL

CLIE

NT

IN

FO

RM

AT

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N:

PE

ND

ER

CO

UN

TY

, N

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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

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.


SETBACKS DETAIL ON SHEET P-2 FOR



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


(SHEET P-1)


(SHEET P-1)


(SHEETS P-1 & P-2)


(SHEETS P-1 & P-2)


(SHEET P-2)


(SHEET P-2)





(SHEET P-2)



(ACTIVE & PASSIVE)


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

(active & passive) · 20' 20' 20' 20' 20' 20' 20' 20'...

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