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PID: R02900-004-022-000
DALLAS G & LYNNE W NESTER
D.B. 5954, PG. 1513
M.B. 37, PG. 64
PID:
R02900-004-023-000
CHARLES D &
SHERRY W USSERY
D.B. 6118, PG. 2014
M.B. 37, PG. 64
PID: R02900-004-024-000
RICKY N & KAREN EDWARDS
D.B. 2216, PG. 603
M.B. 37, PG. 64
PID: R02900-004-311-000
RICHARD & MELISSA BATTS
D.B. 5999, PG. 1312
M.B. 58, PG. 367
PI
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PID: R02900-004-234-000
CHARLES & TABITHA A
KITCHEN
D.B. 6031, PG. 1185
M.B. 51, PG. 367
PID: R02900-004-233-000
RICHARD A & ANDREA E
ROSSI
D.B. 5331, PG. 2295
M.B. 51, PG. 367
PID: R02900-004-194-000
VINEYARD PLANTATION
HOA INC
D.B. 5060, PG. 175
M.B. 50, PG. 27
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PID: R02900-004-169-000
VINEYARD PLANTATION
HOA INC
D.B. 5362, PG. 451
M.B. 49, PG. 321
PI
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PID: R02900-003-460-000
MARTIN J & ANN
MICHAELSON
D.B. 5073, PG. 2485
M.B. 48, PG. 97
PID: R03706-001-001-000
BENJAMIN E & HEATHER
A COLENDA
D.B. 5980, PG. 2216
M.B. 16, PG. 11
P
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PID: R03706-001-005-000
SAMUEL R ALTMAN
D.B. 4881, PG. 202
M.B. 16, PG. 11P
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D
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PID: R03705-004-006-000
GREGORY P & KARYL R DOWD
D.B. 5413, PG. 172
M.B. 27 PG. 100
PI
D
:
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PID: R03700-001-003-001
MIKEL F & KATHRYN P LONG
D.B. 1325, PG. 270
PID: R03705-005-008-000
MICHAEL K & DARLENE S WILSON
D.B. 6280, PG. 2716
M.B. 28 PG. 121PID: R02900-004-012-000
POPE PROPERTIES ON 17, LLC
D.B. 5998, PG. 1427
M.B. 39 PG. 207
PID: R02900-004-012-001
POPE PROPERTIES ON 17, LLC
D.B. 5998, PG. 1427
M.B. 39 PG. 207
PID: R02900-004-011-000
LEE ROMAN LONG
D.B. 6272, PG. 892
M.B. 150 PG. 59
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SITE DATA
OWNER MURRAY FARM DEVELOPERS, LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
TOTAL SITE ACREAGE:± 52.39 ACRES
PROPERTY PINS:R02900-004-007-000, R02900-004-008-000,
R02900-004-019-000, R02900-004-009-000,
R03700-001-007-000, R03700-001-006-000,
R02900-004-010-000, R02900-004-010-001,
R03700-001-003-000, R03700-001-002-000
ZONING:RMF-L* (RESIDENTIAL MULTI-FAMILY LOW-DENSITY)
EXISTING USE:SINGLE FAMILY, FARM, VACANT
PROPOSED USE:SINGLE-FAMILY, DUPLEX, MULTI-FAMILY
FUTURE LAND USE DESIGNATION:COMMUNITY MIXED USE & GENERAL RESIDENTIAL
RMF-L ALLOWABLE DENSITY:10 DU/AC (523 UNITS)
PROJECT PROPOSED DENSITY:5.73 DU/AC (300 UNITS)
PROPOSED UNITS
TOTAL UNIT COUNT:300 UNITS
SINGLE FAMILY LOTS:62 LOTS
DUPLEXES:34 UNITS
(17) BUILDINGS
APARTMENTS:204 UNITS
(4) 24-UNIT BUILDINGS
(6) 16-UNIT BUILDINGS
(1) 12-UNIT BUILDINGS
DIMENSIONAL REQUIREMENTS
SINGLE FAMILY MULTI-FAMILY
PERIMETER SETBACK:20'20'
FRONT SETBACK: 20'35'
REAR SETBACK:15'25'
SIDE SETBACK:5' INTERIOR 20' INTERIOR
10' SIDE STREET 30' SIDE STREET
MAX. BLDG. HEIGHT:35'45' (3 STORIES)
BUILDING SEPARATION:10' (SF & DUPLEX)20'
SH
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1
7
PORTERS NECK ROAD
TIBBY'S DRIVE
50' PUBLIC R/W
WINERY WAY
STORMWATER INFILTRATION BASIN
4
5
'
R
O
W
N O R T H
0
SCALE:
200 400 600
1"=200'
feet
45' ROW
STORMWATER
SINGLE-FAMILY LOT
EXISTING OVERHEAD POWERLINES TO BE RAISED OR
BURIED; PENDING DUKE ENERGY COORDINATION
VEGETATED BUFFER/PASSIVE
OPEN SPACE
OPEN SPACE, NEIGHBORHOOD PARK
SMALL AMENITY WITH CLUBHOUSE AND
POOL; INCLUDING MAIL FACILITY
PROPOSED 30' ACCESS
& UTILITY EASEMENT
2 STORY, 16 UNIT APARTMENT BUILDING, TYP.
(6 TOTAL BUILDINGS)
APARTMENT AMENITY INCLUDING: COURTYARD,
CLUBHOUSE & POOL, AND DOG RUN & WASH
45
'
R
O
W
DUPLEX, TYP.
(17 TOTAL BUILDINGS MAX.)
24' SETBACK FOR BUILDINGS
GREATER THAN 35' IN HEIGHT
20' PERIMTER BUILDING SETBACK
7-UNIT GARAGE, TYP.
(9 TOTAL BUILDINGS)
PRESERVE EXISTING LARGE TREES,
INTEGRATE IN OPEN SPACE
EXISTING TREE, TYP.
SURVEY, UTILITIES, & FLOODPLAIN NOTES:
1.REFERENCE DEED BOOK INFORMATION PROVIDED ON EXISTING CONDITIONS PLAN.
2.UTILITES SHOWN HEREON ARE FROM INFORMATION VISIBLE IN THE FIELD AND MAPS PROVIDED BY
OTHERS. UTILITIES OTHER THAN WHAT ARE SHOWN MAY EXIST. LOCATION OF UNDERGROUND
UTILITIES ARE APPROXIMATE.
3.DEVELOPER WILL COORDINATE WITH DUKE ENERGY TO RAISE OR BURY LOW POWER LINES AT OLD
MARKET STREET ENTRANCE.
4.WATER AND SEWER WILL BE PROVIDED BY CFPUA.
5.SUBJECT PROPERTIES ARE ENTIRELY LOCATED WITHIN A "ZONE X MINIMAL FLOOD RISK" AREA AS
SHOWN ON FLOOD INSURANCE RATE MAP NO. 3720326000K, PANEL NO. 3260 WITH AN EFFECTIVE
DATE OF AUGUST 28, 2018.
GATE NOTES:
1.ALL GATES WILL BE EMERGENCY SERVICES ACCESSIBLE BY EITHER KNOX BOX OR SIREN
ACTIVATION OR OTHER APPROVED METHOD. SEE CONDITIONS OF APPROVAL NOTE # 3 BELOW.
2.GATES SHALL BE DESIGNED ACCORDING TO THE NHC FIRE SERVICES GATE REQUIREMENTS AND
SUBMITTED THROUGH COAST TO THE NHC FIRE MARSHALS OFF FOR PLAN REVIEW.
SITE DATA (CONT'D)
SITE LIGHTING:
1.ALL STREET AND PARKING LIGHTING WILL BE DESIGNED AND INSTALLED BY DUKE ENERGY.
2.ALL LIGHTING ON SINGLE FAMILY, DUPLEX, AND APARTMENT BUILDINGS WILL BE DESIGNED AND
INSTALLED BY BUILDER.
3.LIGHT FIXTURES TBD.
EXISTING DRIVE ACCESS TO BE UPFITTED
FOR PROJECT ENTRANCE THIS LOCATION
SITE DATA (CONT'D)
APARTMENT PARKING REQUIREMENTS:
SEC 81-1: MULTI-FAMILY RESIDENTIAL: ONE AND ONE-HALF (1.5) SPACES PER 1
BEDROOM UNIT AND TWO (2.0) SPACES PER 2+ BEDROOM UNITS.
PARKING REQUIRED:378 SPACES
44 SPACES PER 24-UNIT BUILDING 4*44 = 176
30 SPACES PER 16-UNIT BUILDING 6*30 = 180
22 SPACES PER 12-UNIT BUILDING 1*22 = 22
PARKING PROVIDED:389 SPACES (INCLUDING ADA AND GARAGE
SPACES)
SURFACE SPACES:314
ADA SPACES:12 SPACES (12 REQUIRED)
GARAGES:63 SPACES
AMENITY PARKING REQUIREMENTS:
SEC 81-1: CLUBS, PUBLIC, PRIVATE, AND ASSOCIATED USES: ONE (1) PARKING SPACE
FOR EACH ONE HUNDRED (100) SQUARE FEET OF GROSS FLOOR SPACE.
PARKING REQURED:11 SPACES
PARKING PROVIDED:11 SPACES (INCLUDING ADA SPACES -
SHARED WITH APARTMENTS)
ADA SPACES:1 SPACE
OPEN SPACE SET-ASIDE CALCULATIONS:
REQUIRED 10.48 AC
52.39 AC * 0.20
(20% OF GROSS AREA)
PROVIDED 20.09 AC
(38% OF GROSS AREA)
PE
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GRAVITY
SEWER
MH, TYP.
FIRE HYDRANT (TYP.)
8" WATERMAIN, TYP.
8" GRAVITY SEWER, TYP.
EXISTING
WATERMAIN
EXISTING WATERMAIN
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NOT TO SCALE
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GATE FOR EMERGENCY SERVICE VEHICLES ONLY ;
DESIGN AND PLACEMENT TO BE COORDINATED AS
NEEDED WITH; TYPICAL FOR ALL GATES PROPOSED
NEIGHBORHOOD PARK/
CENTRAL GREEN
GATE - SEE NOTES THIS SHEET
20' PERIMETER
SETBACK/
VEGETATIVE BUFFER
20' PERIMETER SETBACK
VEGETATED BUFFER
BEHIND DUPLEXES
3 STORY, 24 UNIT
APARTMENT BUILDING, TYP.
(4 TOTAL BUILDING)
20' PERIMETER SETBACK/ VEGETATIVE BUFFER
OPEN
SPACE
TRASH COMPACTOR
SURROUNDED BY A 7'
BRICK FACED WALL
SLOPES= 3:1 - TYP.
24'
1/2" PER FT1/4" PER FT
1'
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
10.5'1'
1'1'
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
5.5'5'
VARIES - SEE PLAN
24" ROLLED CURB
45' FT R/W
= PROPERTY LINE
LEGEND
= PROPOSED WATER MAIN
= PROPOSED SANITARY SEWER MAIN
= SEWER MANHOLE
= FIRE HYDRANT
SS SS SS SS SS
W W W W W
= STREETLIGHT
ENTRY SIGN
CLUBHOUSE (±4808) WITH POSSIBLE LEASING
OFFICE AND CLUBHOUSE AMENITIES
WETLAND NOTES
1.THERE ARE WETLANDS ON THE PROPERTY. REFERENCE ENVIRONMENTAL
CONSULTANT'S MAPPING FOR LOCATIONS AS APPROVED BY USACE & DWR
WETLAND JD APPROVAL.
2.A WETLAND JD WAS APPROVED ON 01/05/2021.
3.ALL STREAM AND WETLAND PERMITS ARE IN REVIEW.
CONDITIONS OF APPROVAL:
1.THE PROJECT'S STORMWATER FACILITIES MUST BE DESIGNED TO ACCOMMODATE A 100-STORM
EVENT (AS DETERMINED BY NEW HANOVER COUNTY)
2.AS PROPOSED AND AGREED TO BY THE APPLICANT, AN ADDITIONAL WESTBOUND RIGHT TURN
LANE SHALL BE INSTALLED ON FUTCH CREEK ROAD/MARKET STREET AT ITS INTERSECTION WITH
US 17. INSTALLATION OF THE TURN LANE REQUIRES APPROVAL FROM NCDOT AND SHALL BE
CONSTRUCTED IN ACCORDANCE WITH NCDOT'S STANDARDS.
3.THE ROADWAY CONNECTIONS TO THE THREE ROAD STUBS ABUTTING THE SITE TO THE NORTH IN
THE VINEYARD PLANTATION SUBDIVISION SHALL BE GATED AND LIMIT ACCESS TO EMERGENCY
VEHICLES ONLY.
3 STORY, 12 UNIT
APARTMENT BUILDING, TYP.
(1 TOTAL BUILDING)
POND
±1.01 AC
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PUMP STATION
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24'
1/2" PER FT1/4" PER FT
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
VARIES
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
VARIES 5'
VARIES - SEE PLAN
24" VERTICAL CURB
1.5'
.5'.5'
1.5'
UTILITY AND ACCESS EASMENTGUE GUE
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THIS SHEET
5' SIDEWALK,
TYP.
4'X8'
BOX
CULVERT
ENTRY SIGN
24'
1/4" PER FT1/4" PER FT
6" STONE UNDER CURBING
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
SLOPES= 3:1
24" VERTICAL CURB OR AS OTHERWISE REQUIRED BY NCDOT
6"-B25.0B BASE
1.5"-SF9.5A SURFACE
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES -SEE PLAN
PARKING SPACE DRIVE AISLE
SLOPES= 3:1
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES - SEE PLAN
PARKING SPACE
UTILITY AND ACCESS EASMENTGUE EASEMENT
= PROPOSED BUFFER
LOD LOD LOD LOD = PROPOSED LIMIT OF DEVELOPMENT
= PROPOSED SILT FENCE
FIRE SERVICES NOTES:
1.FIRE APPARATUS ACCESS ROADS SHALL NOT EXCEED A 10 PERCENT GRADE
2.ALL NEW BUILDINGS WILL SHALL COMPLY WITH SECTION 510 OF THE NC FIRE CODE, EMERGENCY
RESPONDER RADIO COVERAGE SURVEY SHALL BE CONDUCTED. IT IS RECOMMENDED THAT A
PRE-CONSTRUCTION SURVEY BE COMPLETED (PRE-CONSTRUCTION SURVEYS ARE NOT
MANDATORY). THIS DOES NOT APPLY TO THE SINGLE FAMILY AND DUPLEX SECTION OF THIS
DEVELOPMENT.
3.ALL NEW BUILDINGS SHALL COMPLY WITH APPENDIX J OF THE NC FIRE CODE, BUILDING
INFORMATION SIGNS. (THIS DOES NOT APPLY TO THE SINGLE FAMILY AND DUPLEX PORTION OF THIS
DEVELOPMENT.
4.IF A BUILDING IS REQUIRED TO BE SPRINKLERED, FIRE DEPARTMENT CONNECTION (FDC) LOCATION
MUST BE APPROVED BY THE FIRE MARSHAL'S OFFICE.
5.SPRINKLERED BUILDINGS MUST HAVE A FIRE HYDRANT WITHIN 100 FEET OF THE FDC.
6.ALL SPRINKLERED BUILDINGS MUST HAVE A KNOX BOX INSTALLED.
7.ALL ACCESS GATES MUST BE DESIGNED ACCORDING TO THE NHC FIRE SERVICES GATE
REQUIREMENTS AND SUBMITTED THROUGH COAST TO THE NHC FIRE MARSHALS OFF FOR PLAN
REVIEW.
LIMIT OF RIGHT OF WAY
10' ACCESS EASEMENT
FOR SIDEWALKS AT
DUPLEXES, TYP.
GUE & ACCESS
OPEN SPACE:
TOTAL OPEN SPACE ±20.09 AC
(ALL SHEETS)
MAIL KIOSK.
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PID: R02900-004-022-000
DALLAS G & LYNNE W NESTER
D.B. 5954, PG. 1513
M.B. 37, PG. 64
PID:
R02900-004-023-000
CHARLES D &
SHERRY W USSERY
D.B. 6118, PG. 2014
M.B. 37, PG. 64
PID: R02900-004-024-000
RICKY N & KAREN EDWARDS
D.B. 2216, PG. 603
M.B. 37, PG. 64
PID: R02900-004-311-000
RICHARD & MELISSA BATTS
D.B. 5999, PG. 1312
M.B. 58, PG. 367
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D.B. 6280, PG. 2716
M.B. 28 PG. 121PID: R02900-004-012-000
POPE PROPERTIES ON 17, LLC
D.B. 5998, PG. 1427
M.B. 39 PG. 207
PID: R02900-004-012-001
POPE PROPERTIES ON 17, LLC
D.B. 5998, PG. 1427
M.B. 39 PG. 207
PID: R02900-004-011-000
LEE ROMAN LONG
D.B. 6272, PG. 892
M.B. 150 PG. 59
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2
9
29
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9
29
29
29
2
9
29
29
2
9
29
2
9
2
9
29
29
29
2
9
28
2
8
28
2
8
28
28
28
28
28
28
28
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8
28
28
28
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8
28
28
28
28
27
27
27
27
27
27
27
27
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27
27
27
27
27
27
27
26
26
2
6
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6
26
26
26
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26
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26
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24 Unit
Apt. Bldg.
(12) 1-BED
(12) 2-BED
16 Unit
Apt. Bldg.
(8) 1-BED
(8) 2-BED
16 Unit
Apt. Bldg.
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(8) 2-BED
24
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16 Unit
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(8) 2-BED
(8) 3-BED
16 Unit
Apt. Bldg
(8) 2-BED
(8) 3-BED
24 Unit
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1/4" PER FT
6" STONE
UNDER CURBING
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VARIES
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
VARIES 5'
VARIES - SEE PLAN
24" VERTICAL CURB
1.5'
.5'.5'
1.5'
SLOPES= 3:1 - TYP.
24'
1/2" PER FT1/4" PER FT
1'
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
10.5'1'
1'1'
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
5.5'5'
VARIES - SEE PLAN
24" ROLLED CURB
45' FT R/W
OL
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STORMWATER
EXISTING OVERHEAD POWERLINES
TO BE RAISED OR BURIED; PENDING
DUKE ENERGY COORDINATION
2 STORY, 16 UNIT APARTMENT BUILDING, TYP.
(6 TOTAL BUILDINGS)
APARTMENT AMENITY INCLUDING: COURTYARD,
CLUBHOUSE & POOL, AND DOG RUN & WASH
24' SETBACK FOR BUILDINGS
GREATER THAN 35' IN HEIGHT
20' PERIMTER BUILDING SETBACK
7-UNIT GARAGE, TYP.
(9 TOTAL BUILDINGS)
PRESERVE EXISTING LARGE TREES,
INTEGRATE IN OPEN SPACE
EXISTING TREE, TYP.
EXISTING DRIVE ACCESS TO BE
UPFITTED FOR PROJECT
ENTRANCE THIS LOCATION
RO
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3 STORY, 24 UNIT
APARTMENT BUILDING, TYP.
(4 TOTAL BUILDINGS)
3 STORY, 12 UNIT
APARTMENT BUILDING, TYP.
(1 TOTAL BUILDING)
OPEN SPACE, TYP.
TRASH COMPACTOR
SURROUNDED BY A 7'
BRICK FACED WALL
CLUBHOUSE (±4808) WITH POSSIBLE LEASING
OFFICE AND CLUBHOUSE AMENITIES
0
SCALE:
feet
1"=100'
300200100
ENTRY SIGN
UTILITY AND ACCESS EASMENTGUE GUE
BASIN
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4'X8' BOX CULVERT
GATE - SEE NOTES
SHEET P-2.0
24'
1/4" PER FT1/4" PER FT
6" STONE UNDER CURBING
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
SLOPES= 3:1
24" VERTICAL CURB OR AS OTHERWISE REQUIRED BY NCDOT
6"-B25.0B BASE
1.5"-SF9.5A SURFACE
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES -SEE PLAN
PARKING SPACE DRIVE AISLE
SLOPES= 3:1
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES - SEE PLAN
PARKING SPACE
UTILITY AND ACCESS EASMENTGUE EASEMENT
= PROPERTY LINE
LEGEND
= PROPOSED WATER MAIN
= PROPOSED SANITARY SEWER MAIN
= SEWER MANHOLE
= FIRE HYDRANT
SS SS SS SS SS
W W W W W
= STREETLIGHT
= PROPOSED BUFFER
LOD LOD LOD LOD = PROPOSED LIMIT OF DEVELOPMENT
= PROPOSED SILT FENCE
GUE & ACCESS
SITE DATA
OWNER MURRAY FARM DEVELOPERS, LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
TOTAL SITE ACREAGE:± 52.39 ACRES
PROPERTY PINS:R02900-004-007-000, R02900-004-008-000,
R02900-004-019-000, R02900-004-009-000,
R03700-001-007-000, R03700-001-006-000,
R02900-004-010-000, R02900-004-010-001,
R03700-001-003-000, R03700-001-002-000
ZONING:RMF-L* (RESIDENTIAL MULTI-FAMILY LOW-DENSITY)
EXISTING USE:SINGLE FAMILY, FARM, VACANT
PROPOSED USE:SINGLE-FAMILY, DUPLEX, MULTI-FAMILY
FUTURE LAND USE DESIGNATION:COMMUNITY MIXED USE & GENERAL RESIDENTIAL
RMF-L ALLOWABLE DENSITY:10 DU/AC (523 UNITS)
PROJECT PROPOSED DENSITY:5.73 DU/AC (300 UNITS)
PROPOSED UNITS
TOTAL UNIT COUNT:300 UNITS
SINGLE FAMILY LOTS:62 LOTS
DUPLEXES:34 UNITS
(17) BUILDINGS
APARTMENTS:204 UNITS
(4) 24-UNIT BUILDINGS
(6) 16-UNIT BUILDINGS
(1) 12-UNIT BUILDINGS
DIMENSIONAL REQUIREMENTS
SINGLE FAMILY MULTI-FAMILY
PERIMETER SETBACK:20'20'
FRONT SETBACK: 20'35'
REAR SETBACK:15'25'
SIDE SETBACK:5' INTERIOR 20' INTERIOR
10' SIDE STREET 30' SIDE STREET
MAX. BLDG. HEIGHT:35'45' (3 STORIES)
BUILDING SEPARATION:10' (SF & DUPLEX)20'
OPEN SPACE:
TOTAL OPEN SPACE ±20.09 AC
(ALL SHEETS)
MAIL KIOSK.
VEGETATED BUFFER/OPEN SPACE WITH DOG PARK
& PEDESTRIAN CONNECTION/TRAILS CONNECTED
TO OPEN PLAY AREA, CLUBHOUSE AND POOL.
UTILITY EASEMENT, TYP.
X
X
X
X
X
X
X
X
X
X
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X
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X
X
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PID: R02900-004-234-000
CHARLES & TABITHA A
KITCHEN
D.B. 6031, PG. 1185
M.B. 51, PG. 367
RICHARD A & ANDREA E
ROSSI
D.B. 5331, PG. 2295
M.B. 51, PG. 367
PID: R02900-004-194-000
VINEYARD PLANTATION
HOA INC
D.B. 5060, PG. 175
M.B. 50, PG. 27
PI
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PID: R03700-001-003-001
MIKEL F & KATHRYN P LONG
D.B. 1325, PG. 270
PID: R03705-005-008-000
MICHAEL K & DARLENE S WILSON
D.B. 6280, PG. 2716
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1
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4
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0
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E
11
8
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5
5
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55.15'
N 48°25'30" W (TOTAL)- 330.88
S
4
1
°
3
4
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3
0
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W
11
8
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6
2
'
55.15'
S
4
1
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4
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0
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7
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55.15'
N
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4
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6
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1
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.
9
6
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S 48°29'43" E (TOTAL)- 500.57
N
4
1
°
3
4
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3
0
"
E
11
8
.
8
9
'
55.15'
55.15'
N
4
1
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4
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3
0
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11
8
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8
2
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55.15'
6
4
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0
0
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N
4
9
°
2
7
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3
8
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E
75
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8
1
'
N
5
2
°
2
4
'
1
2
"
E
51
.
9
7
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N
4
1
°
3
8
'
0
3
"
E
12
0
.
9
3
'
56.22'
N 48°21'44" W (TOTAL)- 85.36
S
4
1
°
2
8
'
0
3
"
W
12
7
.
4
4
'
55.15'
N 48°25'30" W (TOTAL)- 898.52
55.15'55.15'55.15'55.15'55.15'55.15'55.15'55.15'55.14'55.15'55.15'67.00'57.00'55.15'
N
4
1
°
2
8
'
3
8
"
E
99
.
3
1
'
111.49'
N 48°31'15" W (TOTAL)- 281.43
169.94'107.05'
S 48°04'49" E
935.17'
N
4
1
°
0
8
'
4
2
"
E
27
8
.
9
6
'
197.15'
S
4
1
°
3
5
'
2
7
"
W
28
5
.
9
1
'
125.70'
S 48°01'55" E (TOTAL)- 500.60
100.16'
L56 L57L58L59
L
6
2
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L79L80
L81
C3
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C37
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C71
C72
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6,539 SF
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2
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24'
22'
TIBBY'S DRIVE
50' PUBLIC R/W
N O R T H
VEGETATED
BUFFER/
OPEN SPACE
STORMWATER
OPEN SPACE, NEIGHBORHOOD PARK
SMALL AMENITY WITH CLUBHOUSE AND
POOL; INCLUDING MAIL FACILITY
PUMP STATION WITH
PROPOSED 30' WIDE
ACCESS & UTILITY
EASEMENT
STORMWATER
DUPLEX, TYP.
(17 TOTAL BUILDINGS MAX.)
YE
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20' PERIMETER SETBACK/ BUFFER
SH
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W
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SLOPES= 3:1 - TYP.
24'
1/2" PER FT1/4" PER FT
1'
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
10.5'1'
1'1'
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
5.5'5'
VARIES - SEE PLAN
24" ROLLED CURB
45' FT R/W
PROPOSED 30' WIDE
ACCESS & UTILITY
EASEMENT TO LONG
PROPERTY
0
SCALE:
feet100200300
1"=100'
SLOPES= 3:1 - TYP.
24'
1/2" PER FT1/4" PER FT
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
VARIES
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
VARIES 5'
VARIES - SEE PLAN
24" VERTICAL CURB
1.5'
.5'.5'
1.5'
UTILITY AND ACCESS EASMENTGUE GUE
BASIN
±1.16 AC
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1/4" PER FT1/4" PER FT
6" STONE UNDER CURBING
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
SLOPES= 3:1
24" VERTICAL CURB OR AS OTHERWISE REQUIRED BY NCDOT
6"-B25.0B BASE
1.5"-SF9.5A SURFACE
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES -SEE PLAN
PARKING SPACE DRIVE AISLE
SLOPES= 3:1
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES - SEE PLAN
PARKING SPACE
UTILITY AND ACCESS EASMENTGUE EASEMENT
= PROPERTY LINE
LEGEND
= PROPOSED WATER MAIN
= PROPOSED SANITARY SEWER MAIN
= SEWER MANHOLE
= FIRE HYDRANT
SS SS SS SS SS
W W W W W
= STREETLIGHT
= PROPOSED BUFFER
LOD LOD LOD LOD = PROPOSED LIMIT OF DEVELOPMENT
= PROPOSED SILT FENCE
SITE DATA
OWNER MURRAY FARM DEVELOPERS, LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
TOTAL SITE ACREAGE:± 52.39 ACRES
PROPERTY PINS:R02900-004-007-000, R02900-004-008-000,
R02900-004-019-000, R02900-004-009-000,
R03700-001-007-000, R03700-001-006-000,
R02900-004-010-000, R02900-004-010-001,
R03700-001-003-000, R03700-001-002-000
ZONING:RMF-L* (RESIDENTIAL MULTI-FAMILY LOW-DENSITY)
EXISTING USE:SINGLE FAMILY, FARM, VACANT
PROPOSED USE:SINGLE-FAMILY, DUPLEX, MULTI-FAMILY
FUTURE LAND USE DESIGNATION:COMMUNITY MIXED USE & GENERAL RESIDENTIAL
RMF-L ALLOWABLE DENSITY:10 DU/AC (523 UNITS)
PROJECT PROPOSED DENSITY:5.73 DU/AC (300 UNITS)
PROPOSED UNITS
TOTAL UNIT COUNT:300 UNITS
SINGLE FAMILY LOTS:62 LOTS
DUPLEXES:34 UNITS
(17) BUILDINGS
APARTMENTS:204 UNITS
(4) 24-UNIT BUILDINGS
(6) 16-UNIT BUILDINGS
(1) 12-UNIT BUILDINGS
DIMENSIONAL REQUIREMENTS
SINGLE FAMILY MULTI-FAMILY
PERIMETER SETBACK:20'20'
FRONT SETBACK: 20'35'
REAR SETBACK:15'25'
SIDE SETBACK:5' INTERIOR 20' INTERIOR
10' SIDE STREET 30' SIDE STREET
MAX. BLDG. HEIGHT:35'45' (3 STORIES)
BUILDING SEPARATION:10' (SF & DUPLEX)20'
GUE & ACCESS
LIMIT OF 45' ROW
10' UTILITY /
ACCESS EASEMENT
OPEN SPACE:
TOTAL OPEN SPACE ±20.09 AC
(ALL SHEETS)
OPEN SPACE WITH DOG PARK & PEDESTRIAN
CONNECTION/TRAILS CONNECTED TO OPEN PLAY
AREA, CLUBHOUSE AND POOL.
X
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PID: R02900-004-169-000
VINEYARD PLANTATION
HOA INC
D.B. 5362, PG. 451
M.B. 49, PG. 321
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PID: R03706-001-001-000
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A COLENDA
D.B. 5980, PG. 2216
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PID: R03705-004-006-000
GREGORY P & KARYL R DOWD
D.B. 5413, PG. 172
M.B. 27 PG. 100
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24
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2
4
24
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2
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242
4
2
4
24
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24
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24
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2
4
2
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24
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2
4
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2
3
2
3
2
3
23
23
23
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2
3
23
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2
3
23
23
23
23
2
3
23
23
23
23
23
23
23
23
2
3
2323
23
2
3
23
23
23
2323
23
23
2
3
2
32
3
23
23
23
23
23
23
23
2
3
23
2
3
22
2
2
22
22
2
2
22
22
22
22
2
2
22
22
22
22
22
22
22 22
22
22
22
22
22
22
2
2
2
2
22
22
22
22
2
2
22
22
22
22
2
1
21
21
21
2121
2
1
21
21
21
21
21
21
21
2
1
21
21
21
2
1
2
1
21
2
0
20
20
2
0
20
20
2
0
20
20 20
19
19
19
19
19
19
19
18
18
18
18
18
18
17
17
17
161
5
W
W
W
W
W
W
WW
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
L
O
D
L
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D
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLO
D
LO
D
LODLODLOD
LO
D
LODLODLODLODLODLODLODLODLODLOD
LOD LOD LOD LOD LOD LOD
12345678910111213
141516171819202122
23
24
25
34
33
32
313029
28
27
26
35
36
37
38
39
40
41
42 43 44 45 46
47
48
49
50
51
52 53 54 55 56 57 58 59 60 61 62W
W
W
W
W
W
WWW
W
W
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
WWWWW
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
11,222 SF
0.26 AC
10,375 SF
0.24 AC 11,070 SF
0.25 AC
7,800 SF
0.18 AC
7,800 SF
0.18 AC
7,800 SF
0.18 AC
7,800 SF
0.18 AC
7,800 SF
0.18 AC
7,800 SF
0.18 AC
7,800 SF
0.18 AC
7,800 SF
0.18 AC
7,80
0
S
F
0.18
A
C
7,80
0
S
F
0.18
A
C
7,80
0
S
F
0.18
A
C
7,682 SF
0.18 AC
9,493 SF
0.22 AC
8,10
1
S
F
0.19
A
C
8,32
4
S
F
0.19
A
C
8,94
3
S
F
0.21
A
C
8,541 SF
0.20 AC
7,800 SF
0.18 AC
8,421 SF
0.19 AC
8,666 SF
0.20 AC
8,196 SF
0.19 AC
8,534 SF
0.20 AC
8,535 SF
0.20 AC
8,318 SF
0.19 AC
7,780 SF
0.18 AC
12,893 SF
0.30 AC
10,473 SF
0.24 AC11,264 SF
0.26 AC
9,726 SF
0.22 AC
9,727 SF
0.22 AC
9,728 SF
0.22 AC
9,729 SF
0.22 AC
9,730 SF
0.22 AC
9,731 SF
0.22 AC
9,732 SF
0.22 AC
9,733 SF
0.22 AC
9,734 SF
0.22 AC
11,410 SF
0.26 AC
9,048 SF
0.21 AC
10,216 SF
0.23 AC
11,577 SF
0.27 AC
15,3
5
1
S
F
0.35
A
C
9,038 SF
0.21 AC
8,501 SF
0.20 AC
8,42
7
S
F
0.19
A
C
W W W W W W W W W W W W W W W SSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SSSS
SS
SS
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
SS
SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
39+00
40
+
0
0
4
1
+
0
0
4
2
+
0
0
43
+
0
0
44+00
45+00 46+00
47+0
0
48+
0
0
49+
0
0
50+00
51+00
52+00 53+00 54+00 55+00 56+00 57+00 58+0058+17.27
10+
0
0
11+0
0
12+00 13+00 14+00 15+00 16+00
17
+
0
0
1
7
+
9
3
.
6
9
SS SS SS SS SS SS SS SS SS SS SS SS SS
10
+
0
0
11
+
0
0
11
+
5
0
.
3
7
BEAUMONT OAKS DR
SUMMER WIND DR
BEAUMONT OAKS DR
10+33
S 7
9
°
2
2
'
1
1
"
W
120
.
0
0
'
N 7
9
°
2
2
'
1
1
"
E
120
.
0
0
'
S 7
9
°
2
2
'
1
1
"
W
120
.
0
0
'
N 7
2
°
1
0
'
0
2
"
E
12
0
.
0
6
'
65.00'
S
4
1
°
3
8
'
5
1
"
W
14
9
.
6
2
'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
6
3
'
65.00'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
6
5
'
65.00'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
6
7
'
65.00'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
6
8
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65.00'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
7
0
'
65.00'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
7
2
'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
7
3
'
65.00'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
7
5
'
65.00'
N
4
1
°
3
8
'
5
1
"
E
14
9
.
7
7
'
S
4
1
°
3
8
'
5
1
"
W
12
0
.
0
0
'
65.00'
N
4
1
°
3
8
'
5
1
"
E
12
0
.
0
0
'
65.00'
N
4
1
°
3
8
'
5
1
"
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12
0
.
0
0
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65.00'
N
4
1
°
3
8
'
5
1
"
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12
0
.
0
0
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65.00'
N
4
1
°
3
8
'
5
1
"
E
12
0
.
0
0
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65.00'
N
4
1
°
3
8
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5
1
"
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12
0
.
0
0
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65.00'
N
4
1
°
3
8
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5
1
"
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12
0
.
0
0
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65.00'
N
4
1
°
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8
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5
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"
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12
0
.
0
0
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65.00'
N
4
1
°
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8
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0
.
0
0
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N
2
7
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0
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1
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8
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6
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54.29'
S
1
4
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3
1
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5
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1
7
2
.
9
9
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N
4
1
°
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7
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2
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12
8
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3
3
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65.00'
S
4
1
°
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7
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2
7
"
W
12
8
.
1
6
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82.17'
N
5
2
°
2
7
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1
5
"
E
13
5
.
0
8
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77.92'
S
3
5
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7
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W
1
5
2
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4
1
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2
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0
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W
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9
0
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S
2
0
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4
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3
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1
9
1
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8
0
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4
.
0
1
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S 7
9
°
2
2
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1
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W
120
.
0
0
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6
4
.
0
1
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N 7
9
°
2
2
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1
1
"
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120
.
0
0
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N 5
6
°
4
2
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2
5
"
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12
0
.
0
0
'
N
4
1
°
2
8
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0
3
"
E
12
0
.
0
0
'
65.00'
65.00'
N
4
1
°
2
8
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0
3
"
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12
0
.
0
0
'
N
3
1
°
4
9
'
2
1
"
E
1
2
0
.
0
0
'
N
1
0
°
5
2
'
1
6
"
E
1
2
0
.
0
0
'
98.76'
N 6
5
°
3
3
'
0
1
"
E
16
5
.
3
4
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1
2
0
.
0
3
'
N
0
8
°
1
2
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2
1
"
E
1
2
0
.
0
0
'
N
2
0
°
0
6
'
0
8
"
E
1
2
0
.
0
0
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N
3
2
°
0
0
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0
2
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E
1
2
0
.
0
0
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N
4
1
°
3
8
'
5
1
"
E
12
0
.
0
0
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64.84'
S
4
1
°
3
9
'
0
8
"
W
12
8
.
4
4
'
79.71'
N
3
3
°
0
5
'
4
3
"
E
1
3
3
.
2
2
'
86.07'
N
2
3
°
3
6
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0
7
"
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1
5
3
.
9
2
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S
1
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°
0
9
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0
4
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W
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4
1
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6
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N
0
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°
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0
0
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W
1
2
1
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5
1
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N 5
8
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1
3
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0
7
"
E
13
9
.
8
0
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56.84'
N 6
6
°
1
6
'
4
4
"
E
17
1
.
9
6
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56.23'
N
4
1
°
3
8
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5
1
"
E
12
7
.
4
4
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N
4
1
°
3
8
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1
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E
12
7
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4
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64.00'68.84'
S
4
1
°
3
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5
1
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W
12
7
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9
7
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61.69'
N
0
3
°
2
2
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4
3
"
W
1
2
0
.
0
0
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S 7
9
°
2
2
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120
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0
0
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S 6
5
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0
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"
W
12
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N 48°12'45" W
381.56'
6
5
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0
1
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63.50'66.20'
52.
4
3
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9
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119.45'
120.81'
192.02'
S
1
1
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8
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5
0
"
W
1
5
5
.
9
0
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S 79
°
1
4
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2
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E
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5
8
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S 85
°
1
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0
"
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3
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19
6
.
3
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3
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L11
L12 L13L14 L15
L16
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1
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L19
L20
L21L22 L23 L24
L25
L26
L27
L
2
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L29
L30
L31
L3
2
L33
L3
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C1
C2
C3
C4
C5
C6
C7
C8 C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C2
0 C2
1
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8,336 SF
0.19 AC
8,870 SF
0.20 AC
8,951 SF
0.21 AC
8,154 SF
0.19 AC
8,819 SF
0.20 AC
7,967 SF
0.18 AC
8,925 SF
0.20 AC
30,9
4
8
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F
0.71
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C
8,879 SF
0.20 AC
9,044 SF
0.21 AC
8,285 SF
0.19 AC
15,310 SF
0.35 AC
8,652 SF
0.20 AC
121
,
7
6
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F
2.80
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2,64
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4
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1
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N
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2
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0.22 AC
8,206 SF
0.19 AC
N
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4
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0
0
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.
0
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PAVING NOTE: ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS
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SECTION HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE
AVAILABILITY OF SOILS DATA.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
SLOPES= 3:1
24" VERTICAL CURB OR AS OTHERWISE REQUIRED BY NCDOT
6"-B25.0B BASE
1.5"-SF9.5A SURFACE
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES -SEE PLAN
PARKING SPACE DRIVE AISLE
SLOPES= 3:1 - TYP.
24'
1/2" PER FT1/4" PER FT
1'
6"-B25.0B BASE
1/4" PER FT
6" STONE
UNDER CURBING
1.5"-SF9.5A SURFACE
10.5'1'
1'1'
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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
5.5'5'
VARIES - SEE PLAN
24" ROLLED CURB
SLOPES= 3:1
1.5'
.5'18'
1/4" PER FT
5' SIDEWALK
VARIES - SEE PLAN
PARKING SPACE
0
SCALE:
feet100200300
1"=100'
ENTRY SIGN
SLOPES= 3:1 - TYP.
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6"-B25.0B BASE
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6" STONE
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1.5"-SF9.5A SURFACE
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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.
REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
5' SIDEWALK
VARIES 5'
VARIES - SEE PLAN
24" VERTICAL CURB
1.5'
.5'.5'
1.5'
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UTILITY AND ACCESS EASMENTGUE EASEMENT
= PROPERTY LINE
LEGEND
= PROPOSED WATER MAIN
= PROPOSED SANITARY SEWER MAIN
= SEWER MANHOLE
= FIRE HYDRANT
SS SS SS SS SS
W W W W W
= STREETLIGHT
= PROPOSED BUFFER
LOD LOD LOD LOD = PROPOSED LIMIT OF DEVELOPMENT
= PROPOSED SILT FENCE
SITE DATA
OWNER MURRAY FARM DEVELOPERS, LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
TOTAL SITE ACREAGE:± 52.39 ACRES
PROPERTY PINS:R02900-004-007-000, R02900-004-008-000,
R02900-004-019-000, R02900-004-009-000,
R03700-001-007-000, R03700-001-006-000,
R02900-004-010-000, R02900-004-010-001,
R03700-001-003-000, R03700-001-002-000
ZONING:RMF-L* (RESIDENTIAL MULTI-FAMILY LOW-DENSITY)
EXISTING USE:SINGLE FAMILY, FARM, VACANT
PROPOSED USE:SINGLE-FAMILY, DUPLEX, MULTI-FAMILY
FUTURE LAND USE DESIGNATION:COMMUNITY MIXED USE & GENERAL RESIDENTIAL
RMF-L ALLOWABLE DENSITY:10 DU/AC (523 UNITS)
PROJECT PROPOSED DENSITY:5.73 DU/AC (300 UNITS)
PROPOSED UNITS
TOTAL UNIT COUNT:300 UNITS
SINGLE FAMILY LOTS:62 LOTS
DUPLEXES:34 UNITS
(17) BUILDINGS
APARTMENTS:204 UNITS
(4) 24-UNIT BUILDINGS
(6) 16-UNIT BUILDINGS
(1) 12-UNIT BUILDINGS
DIMENSIONAL REQUIREMENTS
SINGLE FAMILY MULTI-FAMILY
PERIMETER SETBACK:20'20'
FRONT SETBACK: 20'35'
REAR SETBACK:15'25'
SIDE SETBACK:5' INTERIOR 20' INTERIOR
10' SIDE STREET 30' SIDE STREET
MAX. BLDG. HEIGHT:35'45' (3 STORIES)
BUILDING SEPARATION:10' (SF & DUPLEX)20'
GUE & ACCESS
LIMIT OF 45' ROW
10' UTILITY /
ACCESS EASEMENT
OPEN SPACE:
TOTAL OPEN SPACE ±20.09 AC
(ALL SHEETS)
FM FM FM FM FM FM FM FM
FM
FM
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FM
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FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
LO 18
LO 24
LO 16
LO 24
LO 30
LO 24
LO 48
LO 30LO 30
LAU 24PEC 35
GUM 30
LO 36
LO 48
W
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LO 52
GUM 28
LO 32
LO 32 LO 38
LO 16
LO 48
LP 12
LP 12
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LP 12
LP 12
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LP 26
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LP 18WO 8
WO 12
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LP 12
GUM 12
LP 12
LP 12
GUM 12
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LP 12
LP 12
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GUM 12CED 16
CHR 10WO 16
CHR 10
LP 20
GUM 10
WO 10LP 16
LP 20
WO 10
POP 22
GUM 30
MAG 10
WO 30
POP 18
GUM 10
POP 20
LO 17
LO 24
LO 12
LO 12
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LO 18
LP 24
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POP 18
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LO 8
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LP 17
GUM 8 LO 36
AH 5
LO 11
LP 20
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LO 12
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WO 8
LAU 8
WO 10
WO 10
LP 15
LP 15
LP 24
LP 15
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POP 8
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GUM 16
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GUM 12 GUM 8
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LO 10
WO 10
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LP 18
LP 18
LO 10
LO 10
LP 20
WO 8
LP 12
LP 16
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LP 12WO 8
LP 22WO 8
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LP 18LP 16
LO 10
RB 8
AH 6
WO 8
WO 12
LP 18
WO 8 WO 14
LP 16
WO 10 WO 10
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LP 12
LP 12
RB 6
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DEAD TREE 12
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LP 14
LP 18
LP 22
GUM 12
GUM 14LP 18
GUM 10
LP 12 LO 36
WO 12
WO 10
LO 16
LP 30
LO 18
LO 42
LO 38
LO 38 LO 16
LO 32
GUM 12
LO 12
LO 8
LO 48
LO 12
WO 12
LO 8 LO 10
LO 10
LO 10
LO 10
LP 12 LO 12
PIN 20
LAU 10
LAU 10
LP 20
LO 8
LAU 8
M.B. 37, PG. 64
M.B. 37, PG. 64
D.B. 5999, PG. 1312
M.B. 58, PG. 367 MI
C
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PID: R03705-005-008-000
PID: R02900-004-011-000
LEE ROMAN LONG
D.B. 6272, PG. 892
M.B. 150 PG. 59
UE
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SMH (FM)
RIM=53.54
BOTTOM=48.857
57
56
56
56
56
56
55
55
55
55
55
55
55
54
54
54
54
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25
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SITE DATA
OWNER MURRAY FARM DEVELOPERS, LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
TOTAL SITE ACREAGE:± 52.39 ACRES
PROPERTY PINS:R02900-004-007-000, R02900-004-008-000,
R02900-004-019-000, R02900-004-009-000,
R03700-001-007-000, R03700-001-006-000,
R02900-004-010-000, R02900-004-010-001,
R03700-001-003-000, R03700-001-002-000
ZONING:RMF-L* (RESIDENTIAL MULTI-FAMILY LOW-DENSITY)
EXISTING USE:SINGLE FAMILY, FARM, VACANT
PROPOSED USE:SINGLE-FAMILY, DUPLEX, MULTI-FAMILY
FUTURE LAND USE DESIGNATION:COMMUNITY MIXED USE & GENERAL RESIDENTIAL
RMF-L ALLOWABLE DENSITY:10 DU/AC (523 UNITS)
PROJECT PROPOSED DENSITY:5.73 DU/AC (300 UNITS)
BUFFER PLANTING DESIGN FOR AREAS
WHERE EXISTING VEGETATION DOES NOT
MEET COUNTY BUFFER REQUIREMENTS
OF 100% OPACITY TO 6' HEIGHT AFTER
ONE (1) YEAR
ALL PARCELS ADJACENT TO SUBJECT
PROPERTY ARE R-15 ZONING UNLESS
OTHERWISE NOTED
ALL PARCELS ADJACENT TO SUBJECT
PROPERTY ARE R-15 ZONING UNLESS
OTHERWISE NOTED
PARKING LOT INTERIORS PLANTING CALCULATIONS:
ONE PLANTED OR EXISTING TREE SHALL BE REQUIRED FOR EVERY 144 SF OF TOTAL
INTERIOR LANDSCAPED AREA, WITH A MINIMUM OF ONE TREE IN EACH ISLAND
150,394 SF IMPERVIOUS SURFACE = 8% INTERIOR SHADING
150,394 X 8% = 12,032 SF
CANOPY TREES
12,032 X 144 = 84 TREES REQUIRED
86 TREES PROVIDED
69 CANOPY TREES PROVIDED
17 SMALL EVERGREEN TREES PROVIDED
BUFFERYARD NOTES:
1.TYPE A - OPTION 1 BUFFERYARD APPLIED
2.20' WIDTH
3.ALL SHRUBS TO BE A MINIMUM OF 36" HEIGHT AT TIME OF PLANTING.
4.ALL PLANTING WILL PROVIDE ONE HUNDRED (100) PERCENT OPACITY FROM
GROUND TO A HEIGHT OF 6' WITHIN (1) ONE YEAR OF PLANTING.
5.WHERE AMPLE VEGETATION EXISTS WITHIN BUFFFERYARD; NO PLANTINGS
WILL BE INSTALLED. WHERE EXISTING VEGETATION DOES NOT MEET CODE;
ADDITIONAL PLANTINGS WILL BE INSTALLED AS SHOWN.
6.A MINIMUM OF THREE ROWS OF PLANTED MATERIAL ARE PROVIDED ON THE
PLAN.
FOUNDATION PLANTING
REQUIRED PROVIDED
APARTMENT BUILDING 1
275 X 30 X 12% =1,006 SF 1,100 SF
APARTMENT BUILDING 2
292 X 30 X 12% =1,069 SF 1,168 SF
APARTMENT BUILDING 3
160 X 30 X 12% = 586 SF 640 SF
APARTMENT BUILDING 4
300 X 30 X 12% =1,098 SF 1,200 SF
APARTMENT BUILDING 5
372 X 30 X 12% =1,362 SF 1,488 SF
APARTMENT BUILDING 6
283 X 30 X 12% =1,035 SF 1,132 SF
APARTMENT BUILDING 7
388 X 30 X 12% =1,421 SF 1,552 SF
APARTMENT BUILDING 8
388 X 30 X 12% =1,421 SF 1,552 SF
APARTMENT BUILDING 9
236 X 30 X 12% =864 SF 944 SF
APARTMENT BUILDING 10
232 X 30 X 12% =849 SF 928 SF
APARTMENT BUILDING 11
235 X 30 X 12% =860 SF 940 SF
CLUBHOUSE AMENITY (APT)
160 X 14 X 12% =269 SF 640 SF
CLUBHOUSE AMENITY (SF)
87 X 14 X 12% =146 SF 348 SF
CANOPY TREES CODE QTY BOTANICAL / COMMON NAME SIZE
LO 73 Quercus virginiana
Southern Live Oak
10` - 12` H
SMALL EVERGREEN TREES CODE QTY BOTANICAL / COMMON NAME SIZE
WM4 747 Myrica cerifera
Wax Myrtle
4` ht
SHRUBS CODE QTY BOTANICAL / COMMON NAME CONTAINER
DYH 1,274 Ilex vomitoria `Nana`
Dwarf Yaupon
3 gal
PV 1,472 Pittosporum t. `Variegata`
Variegated Mock Orange
7 gal
PLANT SCHEDULE
0
SCALE:
60'120'180'
1"=60'
BUFFER PLANTING DESIGN FOR AREAS WHERE
EXISTING VEGETATION DOES NOT MEET COUNTY
BUFFER REQUIREMENTS OF 100% OPACITY TO 6'
HEIGHT AFTER ONE (1) YEAR
STREET YARD NOTES:
1.STREET YARDS SHALL FOLLOW TABLE 5.4.6.B IN THE NEW HANOVER COUNTY CODE
a. 12 SQUARE FEET FOR EVERY LINER FOOT OF STREET YARD FRONTAGE
b. MINIMUM STREET YARD WIDTH: 8'
c. MAXIMUM STREET YARD WIDTH: 18'
REQUIRED: 1 SHADE TREE + 6 SHRUBS PER 600 sf OF FRONTAGE =
385' FRONTAGE X 12' = 4620 sf FRONTAGE \ 600sf = 8 TREES + 47 SHRUBS
PROVIDED: 7 PROPOSED TREES + 1 EXISTING TREE + 47 SHRUBS
TRASH COMPACTOR AND
RECYCLING AREA TO BE
SCREENED BY 7' BRICK
FACED WALL
MAIL KIOSK
POOL HOUSE
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PARKING LOT LANDSCAPE SHALL BE
COMPLETED WITH A COMBINATION OF
RETAINED AND PLANTED TREES
GARAGE, TYP.
CLUBHOUSE (±4808 SF)
SMALL AMENITY
STORMWATER
POND
POOL
PO
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L
18' WIDE STREETYARD BUFFER LANDSCAPE
PER TABLE 5.4.6.B IN THE NEW HANOVER
COUNTY ORDINANCE.
EXISTING VEGETATION TO
REMAIN
TREE REMOVAL NOTES:
1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO
CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN
TREE PROTECTION FENCING.
1823
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N H. E N G E B R E T S ON01/28/21
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LP 16
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LP 12
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LP 14
LP 14
LP 14
LP 12
LP 16
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LP 22
LP 20
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LP 16
LP 16
LP 16
LP 18
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D.B. 6031, PG. 1185
M.B. 51, PG. 367
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PID: R03700-001-003-001
MIKEL F & KATHRYN P LONG
D.B. 1325, PG. 270
30 2
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LLP 14
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PID: R03706-001-001-000
BENJAMIN E & HEATHER
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D.B. 5980, PG. 2216
M.B. 16, PG. 11
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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
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BEAUMONT OAKS DR
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PROPERTY ARE R-15 ZONING UNLESS
OTHERWISE NOTED
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SCALE:
60'120'180'
1"=60'
BUFFER PLANTING BETWEEN PROPOSED
DUPLEX NEIGHBORHOOD AND PROPOSED
SINGLE FAMILY NEIGHBORHOOD
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BUFFER PLANTING DESIGN FOR AREAS WHERE
EXISTING VEGETATION DOES NOT MEET COUNTY
BUFFER REQUIREMENTS OF 100% OPACITY TO 6'
HEIGHT AFTER ONE (1) YEAR
BUFFER PLANTING
BETWEEN PROPOSED
DUPLEX NEIGHBORHOOD
AND PROPOSED SINGLE
FAMILY NEIGHBORHOOD
ALL PARCELS ADJACENT TO SUBJECT
PROPERTY ARE R-15 ZONING UNLESS
OTHERWISE NOTED
ALL PARCELS ADJACENT TO SUBJECT
PROPERTY ARE R-15 ZONING UNLESS
OTHERWISE NOTED
BUFFER PLANTING DESIGN FOR AREAS WHERE
EXISTING VEGETATION DOES NOT MEET COUNTY
BUFFER REQUIREMENTS OF 100% OPACITY TO 6'
HEIGHT AFTER ONE (1) YEAR
BUFFER PLANTING DESIGN ON PROPOSED SINGLE FAMILY
LOTS FOR AREAS WHERE EXISTING VEGETATION DOES
NOT MEET COUNTY BUFFER REQUIREMENTS OF 100%
OPACITY TO 6' HEIGHT AFTER ONE (1) YEAR
INFILTRATION
BASIN
STORMWATER
POND
EXISTING VEGETATION IN OPEN SPACE TO REMAIN WITH
SELECTIVE CLEARING OF VINES AND UNDERSTORY
EXISTING VEGETATION TO MEET BUFFER PLANING;
AREA WILL BE AUGMENTED IF NECESSARY TO MEET
REQUIRED PLANING HEIGHT AND DENSITY
1823
R
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D L A N D S C A
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N H. E N G E B R E T S ON01/28/21