HomeMy WebLinkAboutCongleton Farms Approved PP 11.13.2019S 86°35'27" W
191.79'
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LINE BEARING DISTANCE
L1 S 37°29'26" W 307.82'
L2 N 35°02'33" E 25.00'
L3 S 87°03'12" E 72.16'
L4 N 77°56'24" E 77.72'
L5 N 49°36'15" E 78.81'
L6 N 56°03'25" E 53.37'
L7 N 36°17'53" E 37.71'
L8 N 86°42'00" E 32.44'
L9 S 36°17'53" W 62.75'
L10 S 56°03'25" W 53.64'
L11 S 49°36'15" W 86.85'
L12 S 77°56'24" W 87.32'
L13 N 87°03'12" W 82.64'
L14 S 24°26'49" W 30.00'
L15 N 24°27'04" E 60.00'
L16 S 23°19'21" W 60.16'
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA
C1 260.00'296.27'280.50'S 57°05'26" W 65°17'15"
C2 200.00'181.51'175.35'S 63°44'04" W 52°00'00"
C3 200.00'227.90'215.77'S 57°05'26" W 65°17'15"
C4 260.00'235.97'227.95'S 63°44'04" W 52°00'00"
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NORTH
VICINITY MAP
SCALE: 1' = 1000'
SITE
0 50 100 200 400
SCALE: 1"=100'
GRAPHIC SCALE
SITE INFORMATION
OWNERS: RALEIGH-WILMINGTON INVESTORS, LLC
6131 FALLS OF NEUSE ROAD
RALEIGH, NC 27609
PAT'S HOLDINGS, LLC
1005 CAROLINA BEACH AVE. NORTH, APT. 3
CAROLINA BEACH, NC 28428
PROJECT ADDRESS: 1318 LT CONGLETON RD
WILMINGTON, NC 28409
PARCEL IDs:R07900-003-039-000, R07900-003-039-002, R07900-003-089-000
CURRENT ZONING: R-15
PROPOSED ZONING:R-15 PERFORMANCE RESIDENTIAL
TOTAL SITE AREA:68.90 AC
RECORDED DEED BOOK:DB 9908, PG 2816
CAMA LAND USE CLASSIFICATION:WATERSHED RESOURCE PROTECTION AREA
EXISTING LAND USE:GENERAL RESIDENTIAL
PROPOSED LAND USE:SINGLE FAMILY RESIDENTIAL (3 BEDROOM)
COMPREHENSIVE LAND USE: GENERAL RESIDENTIAL
SITE DATA
AVERAGE SINGLE FAMILY LOT SIZE:60' X 130' & 50' X 120'
MAX BUILDING HEIGHT:35'
TOTAL UNITS:171 LOTS (170 DWELLING UNITS / 1 CELL TOWER)
DENSITY:2.48 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 171 LOTS):5.13 AC
2.565 AC ACTIVE OPEN SPACE
2.565 AC PASSIVE OPEN SPACE
PROVIDED:+ 18.19 AC
+ 2.52 AC ACTIVE OPEN SPACE
+ 15.67 AC PASSIVE OPEN SPACE
ASSOCIATION MAINTENANCE
ALL BUFFERS, DRAINAGE AREAS AND PASSIVE / ACTIVE OPEN SPACE 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
PARAMOUNTE ENGINEERING, INC. AND SEALED BY
CHRISTOPHER J. GAGNE, PLS, ON APRIL 25, 2017.
FEMA NOTE:
MOST LOTS EXIST WITHIN FLOOD ZONE 'X', AS SHOWN BY
FEMA FLOOD PANEL 3720313300J WITH AN EFFECTIVE DATE
OF APRIL 3, 2006. PORTIONS OF LOTS LIE WITHIN FLOOD
ZONE 'AE' WITH A BASE ELEVATION OF 10'.
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:1.60
UTILITIES
1.ALL WATER AND SEWER UTILITIES WILL BE COORDINATED WITH CFPUA.
2.STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE AND
LOCAL STORMWATER STANDARDS.
3.VERTICAL OBSTRUCTIONS, FENCES, WALLS, ETC. ARE NOT ALLOWED
IN UTILITY/DRAINAGE EASEMENTS.
4.STREET LIGHTS WILL BE PROVIDED AS PER SECTION 52-9 OF THE NEW HANOVER
COUNTY SUBDIVISION ORDINANCE.
TRAFFIC
1.THERE IS TIA APPROVAL FROM WMPO, NCDOT AND NEW HANOVER COUNTY,
DATED FEBRUARY 7, 2018
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.
TREE PRESERVATION
1.ANY SIGNIFICANT TREES REQUIRING REMOVAL WILL BE MITIGATED / PAID FOR IN-LIEU
IN ACCORDANCE WITH SECTIONS 62.1-3 AND 67
WETLAND DELINEATION NOTES
1.THERE IS A SIGNED JURISDICTIONAL DETERMINATION (JD) FOR THIS PROPERTY,
DATED SEPTEMBER 1, 2017
MULTI-USE PATH
1.AN EASEMENT OF 20' (MULTI-USE PATH) IN CONJUNCTION WITH THE ADOPTED
GREENWAY PLAN WILL BE RESERVED ALONG THE PROJECT'S ROAD FRONTAGE OF
MYRTLE GROVE ROAD
= PROPERTY LINE
= WETLANDS
= ACTIVE OPEN SPACE
= PASSIVE OPEN SPACE
= SETBACK
= PROPOSED UTILITY EASEMENT
= CURVE RADIUS
= WATERLINE
= SEWER LINE
= FIRE HYDRANT
LEGEND
R
W
SS
PRIVATE ROADS CERTIFICATION
I (WE) THE DEVELOPERS OF CLEARWATER PRESERVE 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.
RALEIGH-WILMINGTON
INVESTORS_______________________________________
DATE __________________
26'
1/2" PER FT1/4" 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
6'
SIDEWALK
11'5'1'
1'1'
70'
10
'
NOT TO SCALE
WET
WET
ACTIVE OPEN SPACE/
AMENITY SITE
2.52 AC
PASSIVE OPEN
SPACE
1.13 AC
PASSIVE OPEN
SPACE
0.459 AC
PASSIVE OPEN SPACE
0.069 AC
PASSIVE OPEN SPACE
0.107 AC
NEW PAVEMENT TO TIE INTO
EXISTING PAVEMENT, TYP.
NEW PAVEMENT TO TIE INTO
EXISTING PAVEMENT, TYP.
PROPOSED
STORMWATER POND
3.40 AC
PROPOSED
STORMWATER POND
1.89 AC
40' REALIGNED ACCESS
EASEMENT TO EXISTING
CELL TOWER SITE; TO
INCLUDE GRAVEL PATH
EXISTING WETLANDS, TYP.
+ 0.37 AC.
FLOODPLAIN AE 10, TYP.
PROPOSED FIRE
HYDRANT LOCATION,
TYP.
PROPOSED 8"
WATER MAIN, TYP.
10' X 70' SIGHT
TRIANGLE, TYP.
24'
1/2" PER FT1/4" 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'
PROPOSED SEWER
MAIN, TYP.
30' SEWER EASEMENT,
TYP.
10' GENERAL UTILITY
EASEMENT, TYP.
SIDEWALK
5'
SIDEWALK
NEW PAVEMENT TO
EXTEND TO EXISTING
EDGE OF PAVEMENT
SIDEWALK TO BE
REINFORCED WITHIN
EASEMENT AREA
PASSIVE OPEN
SPACE
13.5 AC
PROPOSED
STORMWATER POND
0.80 AC
LT CONGLETON ROAD TO BE
MAINTAINED AS A PRIVATE
R.O.W. FOR PUBLIC USE
PASSIVE OPEN SPACE
0.097 AC
CELL TOWER
SITE
4' CONCRETE SIDEWALK FROM
MYRTLE GROVE ALONG NORTH SIDE
OF LT CONGLETON ROAD ENDS -
START 5' SIDEWALK ON BOTH SIDES
OF LT CONGLETON ROAD
PASSIVE OPEN SPACE
0.31 AC