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QUAIL WOODS
SECTION 13 (REV)
MB 36, PG 335
QUAIL WOODS
SECTION 11 (REV)
MB 35, PG 311
COSWALD, LLC
DB 2601 PG 496
COSWALD, LLCDB 2601 PG 496 12
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720.04'
N31°49'19"E
ROAD B
45' PRIVATE R/W
10' UTILITY EASEMENT
60' ALTERNATEACCESSESMT 338.47'S71°36'57"E105.56'
S58°10'41"E
S11°40'30"W
S
8
4
°
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'
1
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"
E
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2
2'
352.88'
W
ACTIVE
OPEN SPACE
1.23 AC
20' PERIPHERAL SETBACK
N58°10'41"W
20' PERIPHERAL SETBACK
1468.68'
PASSIVEOPEN SPACE0.03 ACPASSIVEOPEN SPACE0.25 ACWWWWWWWWWWWWWWWWWWW
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PASSIVEOPEN SPACE0.14 AC COVEY LANE 50' PRIVATE R/W 45'24'BC-BC
22'
60'
60'
SETTER LN
QUAIL WOODS RD
QUAIL
WOODS
SPANIEL CT
YELLOW BELL RD
GANDER DR
SPRINGER RD
FLUSHING DR
COVEY LN
RETRIEVER LN
MEADOWVIEW
AVE
QUAIL WOODS RD
CLEWIS AV
MURRAYVILLE RD
POINTER LN
SETTER CT
QUAIL
WOODS
CROOKED PINE RD
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"=50'
3/13/18
NORTH CAROLINA
NEW HANOVER COUNTY
SITE PLANC-2.0
16146.PE
COVEY COMMONS DEWITT THREE, LLC
1800 EASTWOOD ROAD, UNIT 114
WILMINGTON, NC 28403
0 25 50 100 200
SCALE: 1"=50'
GRAPHIC SCALE
PARCEL DATASITE NAME:COVEY COMMONSSITE ADDRESS:COVEY LANECURRENT ZONING:R-15 RESIDENTIAL DISTRICTNEW HANOVER COUNTY TAX PARCEL ID#: R02700-001-004-027PERFORMANCE RESIDENTIAL DISTRICT REQUIREMENTS: R-151.BUILDINGS ON THE PERIPHERY OF A PERFORMANCE RESIDENTIAL DEVELOPMENT SHALLSETBACK NO LESS THAN TWENTY (20) FEET FROM THE ADJOINING PROPERTY LINE.2.IN NO CASE SHALL ANY PART OF A DETACHED SINGLE-FAMILY DWELLING UNIT BE LOCATEDCLOSER THAN TEN (10) FEET TO ANY PART OF ANY OTHER DETACHED SINGLE-FAMILYDWELLING.DENSITY CALCULATIONSTOTAL TRACT AREA6.36 ACRESDENSITY ALLOWED2.5 UNITS PER ACRE = 16 UNITSTOTAL NUMBER PROPOSED:15 UNITSSITE DATA AND LOT INFORMATION1.TAX PARCEL ID#: R02700-001-004-0272.DEED INFORMATION:DB 5938 PG 1929MB 61 PG 95, TRACT 53.TOTAL ACREAGE IN TRACT: 6.36 Ac.4.TOTAL NUMBER OF LOTS: 15 SINGLE FAMILY LOTS5.OPEN SPACE/RECREATIONAL AREA (BASED ON 15 LOTS):-TOTAL AREA REQ'D (.03 AC/UNIT): 0.45 AC-TOTAL AREA PROVIDED:1.65 AC- ACTIVE OPEN SPACE REQ'D : 0.20 AC- ACTIVE OPEN SPACE PROVIDED: 1.23 AC- PASSIVE OPEN SPACE PROVIDED: 0.42 AC6.SINGLE FAMILY RESIDENCE WITH APPROXIMATELY 3 BEDROOMS7.ALL RECREATION AND OPEN SPACE AREA TO BE DEDICATED AND MAINTAINED BY THECAMERON TRACE HOMES OWNERS ASSOCIATION.IMPERVIOUS INFORMATIONROADS: 39,810± SFSIDEWALK: 6,300± SF ROADS1.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.NO GATES, OBSTRUCTIONS, SPEED CALMING DEVICES, OR ON STREET PARKING IS
PERMITTED.3.ALL SIDEWALKS WILL BE CONSTRUCTED IN COMPLIANCE WITH ADA REQUIREMENTS.
4.STREET NAMES TO BE VERIFIED BY E-911 PRIOR TO RECORDATION OF SINGLE FAMILY
LOTS.5.AREA WITHIN RIGHT-OF-WAY = 1.63 AC5.CONNECTIVITY RATIO = 3 LINKS/ 2 NODES= 1.56.ALL SIDEWALKS SHALL HAVE ADA RAMPS WITH TACTILE WARNING MAPS
UTILITIES1.ALL WATER AND SEWER UTILITIES WILL BE COORDINATED WITH CFPUA.
2.WATER PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. CFPUA VERIFIED CAPACITY
IS AVAILABLE TO SERVE THIS PROJECT.3.SANITARY SEWER PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY. CFPUA VERIFIED
CAPACITY IS AVAILABLE TO SERVE THIS PROJECT.
4.STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND LOCAL
STORMWATER STANDARDS.5.STREET LIGHTS WILL BE PROVIDED AS PER SECTION 52-9 OF THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE.6.VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. ARE NOT ALLOWED
IN UTILITY/DRAINAGE EASEMENTS.7. A 10' UTILITY EASEMENT WILL BE PROVIDED ALONG ALL LOT FRONTAGES.
LANDSCAPE1.ALL LANDSCAPE WILL COMPLY WITH NEW HANOVER COUNTY ORDINANCES AND A
LANDSCAPE PLAN WILL BE SUPPLIED AS PART OF THE PERMITTING DOCUMENTS.
70'
10'
22'
1/2" PER FT
1/4" PER FT
SLOPES= 3:1
MODIFIED VALLEY CURB
SLOPES= 3:1
1'
45 FT R/W
6"-B25.0B BASE
1/4" PER FT
1.5"-SF9.5A SURFACE
5'
SIDEWALK
10.5'
5.5'
1'
1'
1'
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 C.I.
GLOVER COMPANY AND SEALED BY CHRIS GLOVER, PLS.
FEMA NOTE:
SITE DOES NOT FALL WITHIN A FLOOD ZONE ACCORDING TO
FEMA MAP NUMBER 3720325000J HAVING AN EFFECTIVE DATE
OF APRIL 3, 2006.
PRIVATE ROADS CERTIFICATIONI (WE) THE DEVELOPERS OF COVEY COMMONS 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.
DATE __________________
VICINITY MAP
SCALE: 1" = 1,000'
SITE
= PROPERTY LINE
= EXISTING 404 WETLANDS
= OPEN SPACE
= SANITARY SEWER
= WATER LINE
= FIRE HYDRANT
= SANITARY SEWER MAN HOLE
LEGEND
WET
WETWSS
6" STONE UNDER
CURBING IF REQUIRED
NOT TO SCALE
PROPOSED 8" C900
PVC GRAVITY SEWER MAIN
PROPOSED FIRE
HYDRANT (TYP.)
PROPOSED 8" C900
PVC WATER MAIN
TREE NOTE:
THERE ARE NO SIGNIFICANT TREES IN THE UPLAND AREAS
OF THIS TRACT AS SHOWN ON THE SURVEY COMPLETED BY
C.I. GLOVER COMPANY.
PROPOSED 2'-0" CURB
& GUTTER (TYP.)
PROPOSED MULCH
TRAIL AROUND POND
PROPOSED SANITARY
SEWER FORCE MAIN
PROPOSED
STORMWATER
MANAGEMENT AREA
PROPOSED MAIL
KIOSK
10' X 70' SIGHT TRIANGLE STOP SIGN PER MUTCD STANDARDS