Site Plan_Brinkley Tract7
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ROAD B
50’ PRIVATE R.O.W.
ROAD A
50’ PRIVATE R.O.W.
ROAD C
50’ PRIVATE R.O.W.
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20' PERIMETER SETBACK
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20' PERIMETER SETBACK
20' PERIMETER SETBACK
R30'
50'
24'
5'
R30'
50'
24'5'
50'
24'
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45'24'
25'
50'
25'
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PEI JOB#:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SEAL
CLIENT INFORMATION:
TGC
JCM
JCM
1" = 60'
7/26/17
C-2.0
17188.PE
ESTON C. BRINKLEY, JR.
8971 STEPHENS CHURCH RD.WILMINGTON, NC 28411
NORTH
VICINITY MAP
SCALE: NTS
0 30 60 120 240
SCALE: 1" = 60'
GRAPHIC SCALE
SITE INFORMATION
OWNER:
ESTON C. BRINKLEY, JR
8971 STEPHENS CHURCH RD
WILMINGTON, NC 28411
PROJECT ADDRESS:
8971 STEPHENS CHURCH RD
PARCEL ID:
R02900-001-059-000
CURRENT ZONING:
R-15
PROPOSED ZONING:
R-15 PERFORMANCE RESIDENTIAL
TOTAL SITE AREA:
18.25 AC
RECORDED DEED BOOK:
DB 2734, PG 239
CAMA LAND USE CLASSIFICATION:
WATERSHED RESOURCE PROTECTION AREA
EXISTING LAND USE:
UNDEVELOPED
PROPOSED LAND USE:
SINGLE FAMILY RESIDENTIAL (3 BEDROOM)
COMPREHENSIVE LAND USE:
GENERAL RESIDENTIAL
SITE DATA
AVERAGE SINGLE FAMILY LOT SIZE:
60' X 120'
MAX BUILDING HEIGHT:
35'
TOTAL UNITS:
42 DWELLING UNITS
EXISTING WETLANDS:
1.56 AC
DENSITY:
2.5 DU/ AC
DIMENSION STANDARDS
PERFORMANCE RESIDENTIAL DISTRICT REQUIREMENTS
59.1.1-2.1
BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL
DEVELOPMENT SHALL SETBACK NO LESS THAN TWENTY (20) FEET FROM THE
ADJOINING PROPERTY LINE. (6/16/86)
59.1.1-2.2
IN NO CASE SHALL ANY PART OF A DETACHED SINGLE-FAMILY DWELLING UNIT BE
LOCATED CLOSER THAN TEN (10) FEET TO ANY PART OF ANY OTHER DETACHED
SINGLE-FAMILY DWELLING; AND IN NO CASE SHALL ANY PART OF A MULTIPLE
DWELLING UNIT BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY PART OF
ANOTHER DWELLING UNIT. (6/1/92)
OPEN SPACE CALCULATIONS
REQUIRED (0.03 X 42 LOTS):
1.26 AC0.63 AC ACTIVE OPEN SPACE
0.63 AC PASSIVE OPEN SPACE
PROVIDED:
+ 2.11 AC
+ 1.47 AC ACTIVE OPEN SPACE
+ 0.64 AC PASSIVE OPEN SPACE
ASSOCIATION MAINTENANCE
ALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE AND AREAS NOT
DESIGNATED AS LOT AREA SHALL BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION.
LAND DISTURBANCE NOTE:
SITE EXCEEDS ONE ACRE IN DISTURBANCE, ALL STATE
PERMITS WILL HAVE TO BE SECURED PRIOR TO ISSUANCE OF A
BUILDING PERMIT.
SURVEY NOTE:
TOPOGRAPHIC AND BOUNDARY SURVEY COMPLETED BY
PORT CITY LAND SURVEYING, PLLC. AND SEALED BY
STEVEN L. BUIE, PLS, ON MARCH 22, 2017.
FEMA NOTE:
ALL LOTS EXIST WITHIN FLOOD ZONE 'X', AS SHOWN BY FEMA
FLOOD PANEL 3720326000J WITH AN EFFECTIVE DATE OF
APRIL 3, 2006 AND PANEL 3720327000K WITH AN EFFECTIVE
DATE OF FEBRUARY 16, 2007.
ROADS
1.
ALL STREETS SHALL BE PRIVATE AND CONSTRUCTED TO NCDOT STANDARDS
AND INSPECTED AND CERTIFIED BY ENGINEER TO VERIFY THEY WERE BUILT TO
NCDOT STANDARDS.
2.
ALL SIDEWALKS WILL BE CONSTRUCTED IN COMPLIANCE WITH ADA
REQUIREMENTS.
3.
STREET NAMES TO BE VERIFIED BY E-911 PRIOR TO RECORDATION OF SINGLE
FAMILY LOTS.
4.
CONNECTIVITY RATIO REQUIRED:
1.40
PROVIDED:
1.75
UTILITIES
1.
ALL WATER UTILITIES WILL BE COORDINATED WITH CFPUA.
2.
PRIVATE LOW PRESSURE SEWER TO BE PROVIDED BY OWNER AND CONNECTION
TO CFPUA EXISTING SEWER COORDINATED DURING PERMITTING PROCESS.
3.
STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND
LOCAL STORMWATER STANDARDS.
4.
VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. ARE NOT ALLOWED
IN UTILITY/DRAINAGE EASEMENTS.
5.
STREET LIGHTS WILL BE PROVIDED AS PER SECTION 52-9 OF THE NEW HANOVER
COUNTY SUBDIVISION ORDINANCE.
TRAFFIC
1.
PROPOSED SUBDIVISION DOES NOT REQUIRE TRAFFIC IMPROVEMENTS. SEE TRIP
GENERATION TABLE PROVIDED THIS SHEET.
LANDSCAPE
1.
ALL LANDSCAPE WILL COMPLY WITH NEW HANOVER COUNTY ORDINANCES AND A
LANDSCAPE PLAN WILL BE SUPPLIED AS PART OF THE PERMITTING DOCUMENTS
AS NECESSARY.
2.
EXISTING VEGETATION SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE;
REMOVAL OF EXISTING VEGETATION SHALL PERTAIN TO NECESSARY AND ESSENTIAL
SITE IMPROVEMENTS CONCERNING DEVELOPMENT.
3.
EXISTING TREES GREATER THAN 8" DBH SHALL NOT BE REMOVED FROM A TWENTY
FOOT BUFFER STRIP ALONG THE PERIMETER.
4.
THIS PROJECT IS SURROUNDED BY RESIDENTIALLY ZONED PROPERTY AND DOES NOT
REQUIRE ADDITIONAL BUFFERING.
= PROPERTY LINE
= WETLANDS
= ACTIVE OPEN SPACE
= PASSIVE OPEN SPACE
= SETBACK
= PROPOSED UTILITY EASEMENT
= CURVE RADIUS
= WATERLINE
= SEWER LINE
= FIRE HYDRANT
LEGEND
RWFM
PRIVATE ROADS CERTIFICATION
I (WE) THE DEVELOPERS OF BRINKLEY TRACT SUBDIVISION LOCATED IN
THE UNINCORPORATED AREA OF NEW HANOVER COUNTY UNDERSTAND
THAT THE ROADS IN SAID SUBDIVISION ARE DESIGNATED PRIVATE. I
UNDERSTAND THAT OWNERSHIP AND MAINTENANCE OF THE ROADS
WILL BE THE RESPONSIBILITY OF THE DEVELOPER UNTIL SUCH TIME
THAT THE DEVELOPER DESIGNATES THE RESPONSIBILITY TO THE
PROPERTY OWNERS' ASSOCIATION. RESPONSIBILITIES MUST BE
ACCEPTED BY THE HOMEOWNERS ASSOCIATION AS SPECIFIED IN THE
HOMEOWNER COVENANTS FOR SAID SUBDIVISION. THE PRIVATE ROADS
IN SAID SUBDIVISION ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
SECTION 52-4 OF THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE
AND ALL APPLICABLE COUNTY CODES WHICH INCLUDES THE DESIGN,
INSTALLATION, INSPECTION, AND APPROVAL BY A LICENSED ENGINEER
(PE) RECOGNIZED IN THE STATE OF NORTH CAROLINA PRIOR TO FINAL
PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION. IF ALL
OR A PORTION OF THE ROAD INFRASTRUCTURE SYSTEM WITHIN THE
SUBDIVISION IS BONDED THROUGH A SURETY, PERFORMANCE BOND,
OR CASH ESCROW, NO BOND SHALL BE RELEASED UNTIL ALL ROAD
CONSTRUCTION IMPROVEMENTS ARE COMPLETE AND CERTIFIED BY
THE PROFESSIONAL ENGINEER.
IT SHALL BE DISCLOSED TO THE PROSPECTIVE BUYER OF A LOT OR
LOTS WITHIN A SUBDIVISION THAT ROAD MAINTENANCE SHALL RUN
THROUGH THE PROPERTY OWNERS ASSOCIATION IN PERPETUITY
AFTER ACCEPTANCE FROM THE DEVELOPER UNTIL SUCH TIME THAT
THE ROADS ARE RE-PLATTED AS PUBLICLY DESIGNATED ROADS AND
TAKEN OVER FOR MAINTENANCE THROUGH THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION (NCDOT) OR APPROPRIATE
GOVERNING AUTHORITY.
ESTON C BRINKLEY, JR._______________________________________
DATE __________________
70'
10'
NOT TO SCALE
WET
WET
PROPOSED 8"
WATER MAIN, TYP.
24'
1/2" PER FT
1/4" PER FT
SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
50 FT R/W
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
SIDEWALK
12'
7'
1'
1'
1'
10' GENERAL
UTILITY EASEMENT,
TYP.
SIDEWALK
5'
PROPOSED
STORMWATER POND
+ 1.45 AC
EXISTING WETLANDS
1.56 AC
PROPOSED ACTIVE
OPEN SPACE
+ 1.47 AC
PROPOSED PASSIVE
OPEN SPACE
+ 0.19 AC
PROPOSED PASSIVE
OPEN SPACE
+ 0.21 AC
PROPOSED
PASSIVE OPEN
SPACE
+ 0.24 AC
10' X 70' SIGHT
TRIANGLE, TYP.
FIRE HYDRANT, TYP.
PROPOSED PRIVATE
LOW PRESSURE
FORCE MAIN, TYP.
PRIVATE LOW PRESSURE
FORCE MAIN EASEMENT
PRIVATE LOW PRESSURE FORCE MAIN TO CONNECT
TO CFPUA SEWER MAIN LOCATED APPROXIMATELY
260' SOUTHWEST; SEWER MAN HOLE LOCATION IN
FRONT OF PARCEL #R02900-001-057-001
5' WIDE SIDEWALK, TYP.
MAIL KIOSK LOCATION
WITH PULL-OFF
EXISTING TREES TO REMAIN;
MIX OF LOBLOLLY PINE, POND
PINE, GUM, AND OAKS, TYP.
PROPOSED 5' MULCH
WALKING TRAIL TO BE
ROUTED AROUND EXISTING
TREE CLUSTERS, TYP.
PROPOSED STUB TO
ADJACENT PROPERTY
EXISTING TREES TO
REMAIN, TYP.
*30' RADIUS PROVIDED WHERE PRIVATE ROW MEETS PUBLIC ROW