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1-211-22
1-23
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1-32
LID MEASURES FOR
AMENITY AREA
LID MEASURES
FOR MULTIFAMILY
LID MEASURES
FOR MULTIFAMILY
STORMWATER POND FOR
TREATMENT OF COMMERCIALAND ENTRY AREA
COMMERCIAL
AREA (NIP)
ENTRY
EXIT
3-1
3-2
3-3
3-4
3-53-6
3-7
3-8
3-9
3-10
3-11
3-12
4-(1-3)
4-(4-6)
4-(7-9)
4-(10-12)
4-(13-15)
4-(16-18)
4-(19-21)
4-(22-24)
4-(25-27)
1-27
2000200400
NORTH
SCALE 1:200
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:
IN
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www.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET
MA
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Address:
-
1" = 200'
989-01
JFB
JFB
JFB
MP-01
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
AMENITY ISLAND
ACTIVE OPEN SPACE
7.45 ACRES (UPLAND)
COMMUNITY BOATING FACILITY
APPROVED
CA
P
E
F
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A
R
R
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PRESERVATION POINT
FORMERLY APPROVED SUBDIV. "RIVER BREEZE"
FUTURE
AMENITY
AREA
27 UNIT MULTIFAMILY AREA
COMMERCIAL AREA
APPROVED B-2 ZONING
CA
S
T
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H
A
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N
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.
SITE DATA
PARCEL ID: R04100-001-002-000
PROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISION
PARCEL SIZE: 205.85 AC
ZONING: R-15 & CUD (R-15)
PARCEL ADDRESS: 1505 CASTLE HAYNE ROAD
OWNER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
DEVELOPER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
PARCEL AREA:R-15 = 198.65 AC.
B-2= 7.20 AC.
TOTAL= 205.85 AC.
DENSITY CALCULATIONS (R-15 ONLY):
R-15 ACREAGE 198.65 AC
CONSERVATION SPACE- 135.75 AC
NET TRACT ACREAGE 62.90 AC
R-15 MAX DENSITY @ 2.5 UNITS/ACRE: 157 UNITS
PROPOSED # OF LOTS: 150 TOTAL
123 SINGLE FAMILY UNITS
27 MULTI-FAMILY UNITS
PROPOSED # OF BEDROOMS: 450 BR
RECREATION / OPEN SPACE CALCULATIONS:
REQUIRED @ 0.03 AC/LOT: 150 X .03 = 4.5 AC
REQUIRED 50% ACTIVE OPEN SPACE = 2.25
PROPOSED OPEN SPACE: 12.34 AC
PROPOSED ACTIVE OPEN SPACE: 8.65 AC
REC. ISLAND.......... 7.45 AC.
AMENITY AREA....... 1.20 AC.
SUBDIVISION STREETS
ALL STREETS TO BE PRIVATE
STREET LIGHTING PER NEW HANOVER CO REQUIREMENT
UTILITIES
WATER AND SEWER TO BE PUBLIC (CFPUA)
ACTIVE OPEN SPACE:8.65 Acres
PASSIVE OPEN SPACE:3.69 Acres
PRESERVATION POINT
ADDITIONAL RESIDENTIAL LOTS
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1-2
1-3
1-4
1-5
1-6
1-7
1-8
1-9
1-10
1-11
1-12
1-13
1-14
1-15
1-16
1-17
1-18
1-191-20
1-211-22
1-23
1-24
1-25
1-26
1-28
1-29
1-30
1-31
1-32
LID MEASURES FOR
AMENITY AREA
LID MEASURES
FOR MULTIFAMILY
LID MEASURESFOR MULTIFAMILY
STORMWATER POND FORTREATMENT OF COMMERCIAL
AND ENTRY AREA
COMMERCIAL
AREA (NIP)
ENTRY
EXIT
3-1
3-2
3-3
3-4
3-53-6
3-7
3-8
3-9
3-10
3-11
3-12
4-(1-3)
4-(4-6)
4-(7-9)
4-(10-12)
4-(13-15)
4-(16-18)
4-(19-21)
4-(22-24)
4-(25-27)
1-27
PROJECT:
SCALE:
RELEASE:
APPROVED:
CHECKED:
DESIGNED:
IN
I
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DA
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DE
S
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www.cldeng.com
Coastal Land Design, PLLC
www.cldeng.com
Phone: 910-254-9333
Fax: 910-254-0502
P.O.Box 1172
Wilmington, NC 28402
Civil Engineering / Landscape Architecture
Land Planning / Construction Management
NCBELS Firm License P-0369
SHEET
SU
B
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Address:
-
1" = 200'
989-01
JFB
JFB
JFB
SUB-01
5'
5'
20'
20'
TYPICAL LOT
W/ SETBACKS
(NOT TO SCALE)
20'
15'
20'
5'
TYPICAL CORNER LOT
22' EOP
50' ROW
37'
R25' ROW
R35' EOP
R62' ROW
R48' EOP
OFFSET
NOT TO SCALE
TYPICAL CUL-DE-SAC
NOT TO SCALE
R
=
3
5
'
R
=
3
4
'
R
=
2
5
'
R
=
6
2
'
R
=
4
9
'
10' UTILITY EASEMENT
(TYP.)
50'
R/W
R=
4
8
'
RIBBON
CURB
RIBBON
CURB
20' FOR REAR PERIMETER LOTS
15' MIN. FOR ALL INTERIOR*
**
Certificate of Disclosure: Private Roads
I (we) the developers of RIVER BREEZE subdivision located in the unincorporated area of New Hanover Countyunderstand 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 spcified in the homeowner covenants for said
subdivision. The priate roads in said sudivision are to be constructed in accordance with section 52-4 of the New Hanover
County Subdivision Ordinance and all applicable county codes thich includes the design, installation, inspection, and approval by
a licensed Professional Engineer (PE) recognized in the state of North Carolinaprior to final plat approval for all or a portion
of the subdivision. If all or a portion of the road infrastructure system withinn 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 the 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 publically designated roads and taken over for maintenance through the North Carolina Department of
Transportation (NCDOT) or appropriate governing authority.
Developer's Name: L&W Investments
Date: 6 July, 2017
CUL-DE-SAC
NOTE: INCLUDED IN THE GRADING FOR A STREET IS THE PROPER
PROTECTION OF FILLS & CUTS BEYOND THE R-O-W
CUT SECTION SLOPE 1 1/2:1
FILL SECTION SLOPE 2:1
10'11'11'10'
2" ASPHALT
6" MARL BASE (Min), CONTINUOUS
CROWN SD 1-03
1'
NOT TO SCALE
STREET SECTION
5'
SIDEWALKSWALESWALE
1'3'3'
May VaryMay Vary
SIDEWALK ONLY ON
UP-GRADE SIDE OF
ROAD
12"x12" POURED
RIBBON CURB
12"
12"
6"12"
RIBBON CURB
AGGREGATE BASE COURSE
NOT TO SCALE
ASPHALT ROAD12 x 12
CONCRETE
CURB0200400
NORTH
SCALE 1:200
NOT RELEASED FOR
CONSTRUCTION
ISSUED FOR AGENCY
REVIEW ONLY
LEGEND
co
ROW
CURB INLET
FLARED END SECTION
JUNCTION BOX
GATE VALVE
TEE AND CROSS
FIRE HYDRANT ASSEMBLY
APPROX. WETLAND LOCATION
SETBACK LINE/UTILITY
EASEMENT
WATER LINE
FORCEMAIN
SEWER SERVICE
SANITARY SEWER MANHOLE
RIGHT OF WAY
S
FH
CI
JB
FES
FM
(WHEN PRINTED ON 24 X 36 ARCH D PAPER)
200
SITE NOTES:
1.WETLANDS SHOWN ARE PRELIMINARY AND SUBJECT
TO CHANGE WITH USCOE REVIEW.
2.WATER SYSTEM SHALL TIE TO THE CFPUA'S PUBLIC
WATER SYSTEM
3.SEWER SYSTEM SHALL BE PUBLIC AND APPROVED
BY CFPUA.
4.ALL HOMES SHALL BE BUILT TO MINIMUM OR
HIGHER BASE FLOOD ELEVATION.
5.TOPOGRAPHY PROVIDED BY ESP & ASSOCIATES
PLANING COMMENTS:
1.CLASS IV SOILS AND WETLANDS ENCROACHING INTO
ANY LOTS WILL BE DELINIATED BY AN ENVIRONMENTAL
CONSULTANT
2.TOPOGRAPHY ESP & ASSOCIATES
3.5' SIDEWALKS TO BE LOCATED ALONG THE UPLAND
SIDE OF ALL RESIDENTIAL STREETS
GENERAL NOTES:
1.THIS PROPERTY IS ZONED R-15 / B-2.
2.ALL UTILITY & DRAINAGE EASEMENTS SHOWN ON THIS PLAN ARE
FOR MASTER PLAN SUBMITTAL ONLY AND MAY BE MODIFIED PRIOR
TO FINAL PLAT RECORDATION
3.AREAS OF OPEN SPACE WILL BE PROVIDED AS CORRIDORS FOR
WALKING TRAILS THROUGHOUT THE COMMUNITY.
4.ANY REVISIONS TO THE MASTER PLAN WILL BE SUBJECT TO
APPROVAL BY THE NEW HANOVER COUNTY PLANNING DEPT.
5.ALL ROADS WITHIN THE DEVELOPMENT ARE TO BE PRIVATE AND
CONSTRUCTED TO NEW HANOVER COUNTY STANDARDS.
6.ALL CULL-DE-SAC LOTS SHALL HAVE A MINIMUM FRONTAGE OF
40'.
7.THE SEWER SYSTEM WILL BE SUBJECT TO REVIEW AND APPROVAL
BY CFPUA.
8.THE WATER SYSTEM WILL BE SUBJECT TO REVIEW AND APPROVAL
BY CFPUA.
9.STREET LIGHTS WILL BE INSTALLED PER THE NEW HANOVER
COUNTY ORDINANCE
10.THERE ARE NO CLASS IV SOILS WITHIN THIS PROPERTY.
11.A 5' SIDEWALK WILL BE LOCATED ON ONLY ONE SIDE OF EACH
STREET.
12.A HOMEOWNERS ASSOCIATION WILL BE FORMED TO BE
RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF ALL
ROADWAYS, STORMWATER DRAINS, OPEN SPACE, AND AMENITY
AREAS.
M
H
8
"
W
A
T
E
R
STOP SIGN
STOP SIGNB
R
E
N
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W
O
O
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PALMETTO RD
PR
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V
A
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O
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PRELIMINARY
ENTRANCE REALIGNMENT
EN
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C
E
PROPOSED WATER (typ.)
PROPOSED SEWER (typ.)
SITE DATA
PARCEL ID: R04100-001-002-000
PROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISION
PARCEL SIZE: 205.85 AC
ZONING: R-15 & CUD (R-15)
PARCEL ADDRESS: 1505 CASTLE HAYNE ROAD
OWNER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
DEVELOPER: PRESERVATION POINT PARTNERS
9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932
PARCEL AREA:R-15 = 198.65 AC.
B-2= 7.20 AC.
TOTAL= 205.85 AC.
DENSITY CALCULATIONS (R-15 ONLY):
R-15 ACREAGE 198.65 AC
CONSERVATION SPACE- 135.75 AC
NET TRACT ACREAGE 62.90 AC
R-15 MAX DENSITY @ 2.5 UNITS/ACRE: 157 UNITS
PROPOSED # OF LOTS: 150 TOTAL
123 SINGLE FAMILY UNITS
27 MULTI-FAMILY UNITS
PROPOSED # OF BEDROOMS: 450 BR
RECREATION / OPEN SPACE CALCULATIONS:
REQUIRED @ 0.03 AC/LOT: 150 X .03 = 4.5 AC
REQUIRED 50% ACTIVE OPEN SPACE = 2.25
PROPOSED OPEN SPACE: 12.34 AC
PROPOSED ACTIVE OPEN SPACE: 8.65 AC
REC. ISLAND.......... 7.45 AC.
AMENITY AREA....... 1.20 AC.
SUBDIVISION STREETS
ALL STREETS TO BE PRIVATE
STREET LIGHTING PER NEW HANOVER CO REQUIREMENT
UTILITIES
WATER AND SEWER TO BE PUBLIC (CFPUA)
NOTE:
1.20' SEPARATION BETWEEN ATTACHED STRUCTURES
MH
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MH
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MH
MH
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MH
MH
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MH
MH
MH
MH
MH
MH
MH
MHMH
MH
MH
MH
MH
MHMH
MH
MH
MH
PUMP STATION
COD LINE
COD LINECA
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Y
N
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