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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 PID: R02900-004-285-000JACOB R & BRITTANY LONGD.B. 6052, PG. 1103M.B. 56, PG. 231PID: R02900-004-284-000RENEE WILLIAMSOND.B. 6226, PG. 196M.B. 56, PG. 231PID: R02900-004-283-000MATTHEW S NICHOLSOND.B. 5694, PG. 446M.B. 56, PG. 231PID: R02900-004-282-000JACOB KRISTYD.B. 5801, PG. 1644M.B. 56, PG. 231PID: R02900-004-281-000KEVIN M & KAREN A COTTETD.B. 6178, PG. 233M.B. 56, PG. 231PID: R02900-004-280-000GARY S & AMIEE L MUIRD.B. 5723, PG. 1865M.B. 56, PG. 231PID: R02900-004-279-000WILLIAM RINALDI & KAITLINNELSON-RINALDID.B. 6221, PG. 445M.B. 56, PG. 231PID: R02900-004-278-000MICHAEL D & SARAH M PINSOND.B. 5694, PG. 1109M.B. 56, PG. 231PID: R02900-004-237-000LAN P NGUYEND.B. 6186, PG. 2645M.B. 51, PG. 367PID: R02900-004-236-000RYAN J & KELLI OKUPERUSD.B. 6221, PG. 1062M.B. 51, PG. 367PID: 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
PID: R02900-004-175-000ROBERT W & FARANAK AHARTWICKD.B. 5351, PG. 2198M.B. 50, PG. 27PID: R02900-004-174-000ROLF H & LORI A FICKEND.B. 5209, PG. 2061M.B. 50, PG. 27PID: R02900-004-173-000RYAN D & JESSICA CBLACHERD.B. 5286, PG. 1912M.B. 49, PG. 321PID: R02900-004-172-000BRIEN & JACLYNMCDONOUGHD.B. 6298, PG. 2510M.B. 49, PG. 321PID: R02900-004-171-000ROBERT & ANNLATSTETTERD.B. 5213, PG. 1529M.B. 49, PG. 321PID: R02900-004-170-000RYAN D & JESSICA CBLACHERD.B. 5286, PG. 1912M.B. 49, PG. 321PID: R02900-004-169-000
VINEYARD PLANTATION
HOA INCD.B. 5362, PG. 451M.B. 49, PG. 321
PID: R02900-003-471-000JARED & BRONWYN JAGUTISD.B. 5661, PG. 1812M.B. 48, PG. 97PID: R02900-003-470-000MICHAEL L & DEANNA HHUDSOND.B. 5008, PG. 2966M.B. 48, PG. 97PID: R02900-003-469-000BERNARD J & EILEEN MKARAMD.B. 5013, PG. 1207M.B. 48, PG. 97PID: R02900-003-468-000JEFFREY L & KATHRYN CSTANFIELDD.B. 5001, PG. 1704M.B. 48, PG. 97PID: R02900-003-467-000NICKOLAUS M & KRISTY MHIGHD.B. 5969, PG. 1470M.B. 48, PG. 97PID: R02900-003-466-000TERESA M & RANDYDEMARCOD.B. 5044, PG. 2078M.B. 48, PG. 97PID: R02900-003-465-000DANIEL C & SHENAN CARRD.B. 5880, PG. 1025M.B. 48, PG. 97PID: R02900-003-464-000E ELIZABETH LEWISD.B. 9903, PG. 2818M.B. 48, PG. 97PID: R02900-003-463-000MARIANNA STAKSD.B. 5660, PG. 2891M.B. 48, PG. 97PID: R02900-003-462-000JONATHAN & ERIN MCCARTHYD.B. 5862, PG. 2624M.B. 48, PG. 97PID: R02900-003-461-000KENT E HALAC & ALAINA J KIMD.B. 5040, PG. 2381M.B. 48, PG. 97PID: 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
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D.B. 5980, PG. 2216
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D.B. 4881, PG. 202
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GREGORY P & KARYL R DOWD
D.B. 5413, PG. 172
M.B. 27 PG. 100
PID: R03705-004-007-000JENNIFER R MILLERD.B. 6316, PG. 1456M.B. 27 PG. 100PID: R03705-004-008-000SAMUEL E & MEGAN O MOORED.B. 6147, PG. 1097M.B. 27 PG. 100PID: R03705-004-009-000PETER R OLSOND.B. 1812, PG. 264M.B. 27 PG. 100PID: R03705-004-010-000DAVID & DANA FORCINITOD.B. 6051, PG. 264M.B. 27 PG. 100PID: R03705-004-011-000ELDEN JOHN GATWOODD.B. 5557, PG. 2755M.B. 27 PG. 143PID: R03705-004-012-000CHRISTOPHER W &JEANNE H TURNERD.B. 2900, PG. 63M.B. 27 PG. 143PID: R03705-004-013-000JOEL P & SANDRA C BASSD.B. 1673, PG. 1044M.B. 27 PG. 143PID: R03705-004-014-000KENNETH E & BRITTANY AVAFIERD.B. 6322, PG. 1828M.B. 27 PG. 143PID: R03705-004-015-000CORTNE WILKESD.B. 6271, PG. 1811M.B. 27 PG. 143PID: 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'SHIRAZ WAYOLD MARKET STREETMARKET STREET/US HWY 17PORTERS NECK ROAD
TIBBY'S DRIVE
50' PUBLIC R/W
WINERY WAY
STORMWATER INFILTRATION BASIN
45
'
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' ROWDUPLEX, 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)PEPPERMINT DR.50' PUBLIC R/WYEARLING LN60' PUBLIC R/WROSEMARY LN60' PUBLIC R/WGRAVITY
SEWER
MH, TYP.
FIRE HYDRANT (TYP.)
8" WATERMAIN, TYP.
8" GRAVITY SEWER, TYP.
EXISTING
WATERMAIN
EXISTING WATERMAIN
VICINITY MAP
NOT TO SCALE
NORTH
S
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HWY 17
P
O
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R
S
N
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C
K
R
O
A
D
MARSH
O
A
K
S
DRIVE
MEN
D
E
N
H
A
L
L
DRIV
E
EDGEWATER CLUB
ROADREISLIN
G
AVE
WI
N
E
R
Y
W
A
Y
OLD
M
A
R
KE
T
ST T
O
F
UT
C
H CRE
E
K
R
D
JOH
N
J
A
Y
BUR
N
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Y
J
R
F
W
Y
SHIRAZ WAY
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 STORMWATERPOND±1.16 AC±1.71 AC
PUMP STATION
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 PRELIMINARY PLANOVERALL SITE PLANP-2.001/28/20211" = 200'AHEJRCAHERESERVE AT BEAUMONT OAKSNEW HANOVER COUNTYNORTH CAROLINA19305.PEMURRAY FARM DEVELOPERS, LLC60 GREGORY ROADBELVILLE, NC 28451DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONGATE - SEE NOTES
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.
W W
W
W W
W W W
W W
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W W W W W W W W W W W W W W
W
FM FM FM FM FM FM
FM
FM
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FOUGUGUGUGUGUGUG
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TV
TV
LP
TR
TR TV
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 PID: R02900-004-285-000JACOB R & BRITTANY LONGD.B. 6052, PG. 1103M.B. 56, PG. 231PID: R02900-004-284-000RENEE WILLIAMSOND.B. 6226, PG. 196M.B. 56, PG. 231PID: R02900-004-283-000MATTHEW S NICHOLSOND.B. 5694, PG. 446M.B. 56, PG. 231PID: R02900-004-282-000JACOB KRISTYD.B. 5801, PG. 1644M.B. 56, PG. 231PID: R02900-004-281-000KEVIN M & KAREN A COTTETD.B. 6178, PG. 233M.B. 56, PG. 231PID: R02900-004-280-000GARY S & AMIEE L MUIRD.B. 5723, PG. 1865M.B. 56, PG. 231PID: R02900-004-279-000WILLIAM RINALDI & KAITLINNELSON-RINALDID.B. 6221, PG. 445M.B. 56, PG. 231PID: R02900-004-278-000MICHAEL D & SARAH M PINSOND.B. 5694, PG. 1109M.B. 56, PG. 231PID: R02900-004-237-000LAN P NGUYEND.B. 6186, PG. 2645M.B. 51, PG. 367PID: 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. 59UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFO
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W FMFMFMFMFMFMFMFMFMFMLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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
24 Unit
Apt. Bldg.
(12) 1-BED
(12) 2-BED
16 Unit
Apt. Bldg.
(8) 1-BED
(8) 2-BED
16 Unit
Apt. Bldg.
(8) 1-BED
(8) 2-BED
24 U
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(12) 1-
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Apt. Bldg.
(8) 2-BED
(8) 3-BED
16 Unit
Apt. Bldg
(8) 2-BED
(8) 3-BED
24 Unit
Apt. Bldg.
(12) 2-BED
(12) 3-BED
16 Unit
Apt. Bldg.
(8) 1-BED
(8) 2-BED
12 Unit
Apt. Bld
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(6) 2-BE
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(6) 3-B
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2
3 4
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7 8
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19+00
20+00 21+00 22+00 23+00
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Men
Mechanical
Pool Equipmen
t
/
Kitchen
Mail Center
Lounge
Front Porch
SEE C/A5.1
SEE C/A5.1
Shower
ShowerOutdoor
Outdoor
See E/A5.1
See E/A5.1
WHITEHILL LPWHITEHILL LPBEAUMONT OAKS DR
BEAUMONT OAKS DR
BEAUMONT OAKS DR
WHI
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0
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5
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5
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5
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1
5
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R1
5
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R58'
R82'R1
5
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9
'R15'
R15
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R1
5
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1
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N O R T H
VICINITY MAP
NOT TO SCALE
NORTH
S
I
T
E
HWY 17
P
O
R
T
E
R
S
N
E
C
K
R
O
A
D
MARSH
O
A
K
S
DRIVE
MEN
D
E
N
H
A
L
L
DRIV
E
EDGEWATER CLUB
ROADREISLIN
G
AVE
WI
N
E
R
Y
W
A
Y
OLD
M
A
R
KE
T
ST T
O
F
UT
C
H CRE
E
K
R
D
JOH
N
J
A
Y
BUR
N
E
Y
J
R
F
W
Y
SHIRAZ WAY
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'
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 OLD MARKET STREETMARKET STREET/US HWY 17STORMWATER
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 ROSEMARY LANE60' PUBLIC R/W8" GRAVITY SEWER, TYP.
EXISTING WATERMAIN
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
±1.01 AC
PRELIMINARY PLANAPARTMENT SITE PLANP-2.101/28/20211" = 100'AHEJRCAHERESERVE AT BEAUMONT OAKSNEW HANOVER COUNTYNORTH CAROLINA19305.PEMURRAY FARM DEVELOPERS, LLC60 GREGORY ROADBELVILLE, NC 28451DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONSIDEWALK, TYP.
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.
XXXXXX
X
X
X
X
XXXXXXXXXXXX
XXXXXXXXX
XXXXXXXXXXSS87
W
W
W WWWSSSSLP
TR
TV LP
TR
M.B. 56, PG. 231PID: R02900-004-279-000WILLIAM RINALDI & KAITLINNELSON-RINALDID.B. 6221, PG. 445M.B. 56, PG. 231PID: R02900-004-278-000MICHAEL D & SARAH M PINSOND.B. 5694, PG. 1109M.B. 56, PG. 231PID: R02900-004-237-000LAN P NGUYEND.B. 6186, PG. 2645M.B. 51, PG. 367PID: R02900-004-236-000RYAN J & KELLI OKUPERUSD.B. 6221, PG. 1062M.B. 51, PG. 367PID: 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
PID: R02900-004-175-000ROBERT W & FARANAK AHARTWICKD.B. 5351, PG. 2198M.B. 50, PG. 27PID: R02900-004-174-000ROLF H & LORI A FICKEND.B. 5209, PG. 2061M.B. 50, PG. 27PID: R02900-004-173-000RYAN D & JESSICA CBLACHERD.B. 5286, PG. 1912M.B. 49, PG. 321PID: R02900-004-172-000BRIEN & JACLYNMCDONOUGHD.B. 6298, PG. 2510M.B. 49, PG. 321PID: R03705-004-010-000DAVID & DANA FORCINITOD.B. 6051, PG. 264M.B. 27 PG. 100PID: R03705-004-011-000ELDEN JOHN GATWOODD.B. 5557, PG. 2755M.B. 27 PG. 143PID: R03705-004-012-000CHRISTOPHER W &JEANNE H TURNERD.B. 2900, PG. 63M.B. 27 PG. 143PID: R03705-004-013-000JOEL P & SANDRA C BASSD.B. 1673, PG. 1044M.B. 27 PG. 143PID: R03705-004-014-000KENNETH E & BRITTANY AVAFIERD.B. 6322, PG. 1828M.B. 27 PG. 143PID: R03705-004-015-000CORTNE WILKESD.B. 6271, PG. 1811M.B. 27 PG. 143PID: 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. 121 313030303030
29
29
29 2929
29
29
292929
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29292828
28 282828 28282828
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2828282828
28
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272727272727
27
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27272727
2726
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2
6
26
2626
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6
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262626262626 2626
26262626
2625
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25252525
2525
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25252525252525
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2
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2424
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2
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24 242
4242424242424
24 2424
24 2424
24
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24
2323 2323
23
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232323
232323 2323
23
2323
23 23232323 2323
23232323232323
23
23
2323
232323
23
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2
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232323232323232323232323
23
2322 222
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22 2222
2
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22
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21 212121
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21
20 2020202020202020202020202020
20
2
0
2
0 2020202020202
0
1919 19191919191
9191919
1919191919191919181818 1818181818181818181818
171717171717171717
1616
1616151515W
W
W
W
WW
WWWWWFMFMFM
W
W
W
W
W
W
W FMFMFMFMFMFMLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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
FM
FM
FM WWWWWWSS SS
14
5 8
3
24
25
35
36
1
10
12
10,375 SF
0.24 AC 11,070 SF
0.25 AC
8,94
3
S
F
0.21
A
C
6,543 SF
0.15 AC
6,547 SF
0.15 AC
7,029 SF
0.16 AC
6,558 SF
0.15 AC
6,554 SF
0.15 AC
6,551 SF
0.15 AC
7,081 SF
0.16 AC
8,608 SF
0.20 AC
7,079 SF
0.16 AC
7,074 SF
0.16 AC
7,067 SF
0.16 AC
7,063 SF
0.16 AC
7,057 SF
0.16 AC
7,052 SF
0.16 AC
7,046 SF
0.16 AC
7,042 SF
0.16 AC
7,039 SF
0.16 AC
7,036 SF
0.16 AC
7,033 SF
0.16 AC
8,427 SF
0.19
A
C
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
WW
W
W FMFMFMSS
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24+00
25+00
26+00
27+00
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00
39+0010+0011+0012+0013+00 14+0015+0016+0016+25.30W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMWWWW10+0011+0012+0012+33.99Women
Men
MechanicalPool Equipment/
Kitchen
Mail Center
Lounge
Front Porch
SEE C/A5.1
SEE C/A5.1
Shower
ShowerOutdoor
OutdoorSee E/A5.1
See E/A5.1
BEAUMONT OAKS DRBEAUMONT OAKS DR
DERBY RUNDERBY RUN10+0011+0
0
SSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWSS
SS
SS
SS
SS
SS
SS SSSSSSSSSSSS2
4
6 7
9
11
13 15 16 18 20 22 24 26 28171921232527
29 30 31 32 33 34
WWWWSSSS10+00 11+0012+0012+21.5810+00 10+33 N 58°13'07" E139.80'56.84'S 65°20'43" W123.89'L12
55.15'55.15'S 41°28'03" W127.92'55.15'S 41°28'03" W128.02'55.15'S 41°28'03" W128.12'55.14'S 41°28'03" W128.22'55.15'S 41°28'03" W128.32'55.15'S 41°28'03" W128.42'67.00'
N 48°57'14" W
116.04'55.16'S 48°59'13" E
116.04'55.10'55.12'S 48°57'14" E
116.04'55.19'S 38°41'18"
E
118.96'77.21'S
1
0
°
0
4
'
4
9
"
E
12
3
.
5
3
'N 49°49'46" E53.54'S 41°28'03" W83.91'125.73'
N 87°
00'
00"
W
123.
0
1'
126.11'
N 58°22'36" W
123.54'S 27°29'22" W53.70'N 49°01'12" W
121.04'75.20'55.12'N 48°59'13" W
121.04'55.19'55.16'N 49°01'12" W
121.04'55.09'51.82'59.51'L35L36L37L38L39
L40L41L42L43L44
L45L46
C24C25C26C27C28C29C30C
3
1 C32
6,397 SF0.15 AC6,401 SF0.15 AC7,744 SF0.18 AC7,607
S
F
0.17
A
C
11,2
7
0
S
F
0.26 AC11,275
S
F
0.26 A
C
7,727
S
F
0.18 AC 7,899 SF0.18 AC6,677 SF0.15 AC6,673 SF0.15 AC7,080 SF0.16 AC6,784 SF0.16 ACN 41°28'03" E127.50'S 41°28'03" W127.56'N 41°28'03" E128.54'S 41°28'03" W128.54'55.15'S 41°28'03" W127.62'N 41°28'03" E127.68'55.15'S 41°28'03" W127.73'S 41°28'03" W127.83'57.00'S 41°28'03" W128.45'55.15'S 41°28'03" W128.36'L47L48 L49L50L51L52 L53 L54L55
7,324 SF
0.17 AC
N 41°34'30" E118.55'55.15'
N 48°25'30" W (TOTAL)- 330.88
S 41°34'30" W118.62'55.15'S 41°34'30" W118.76'55.15'N 41°34'30" E118.69'55.15'
55.15'55.15'S 41°34'30" W118.96'55.15'
S 48°29'43" E (TOTAL)- 500.57N 41°34'30" E118.89'55.15'
55.15'N 41°34'30" E118.82'55.15'
64
.
0
0
'N 49°27'38" E75.81'N 52°24'12" E51.97'N 41°38'03" E120.93'56.22'
N 48°21'44" W (TOTAL)- 85.36
S 41°28'03" W127.44'55.15'
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 41°28'38" E99.31'111.49'
N 48°31'15" W (TOTAL)- 281.43
169.94'107.05'
S 48°04'49" E
935.17'N 41°08'42" E278.96'197.15'S 41°35'27" W285.91'125.70'
S 48°01'55" E (TOTAL)- 500.60
100.16'
L56 L57L58L59
L6
2
L78
L79L80
L81
C36
C37
C38
C71
C72
C
7
3
6,539 SF
0.15 AC25'24'21'R3
0
'
R
3
0
'
R30'
R30'22'24'26'R
3
0
'R30'
26'
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.)YEARLING LN60' PUBLIC R/W8" WATERMAIN, TYP.
VICINITY MAP
NOT TO SCALE
NORTH
S
I
T
E
HWY 17
P
O
R
T
E
R
S
N
E
C
K
R
O
A
D
MARSH
O
A
K
S
DRIVE
MEN
D
E
N
H
A
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DRIV
E
EDGEWATER CLUB
ROADREISLIN
G
AVE
WI
N
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W
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E
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N
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F
W
Y
GATE - SEE NOTES SHEET P-2.0
20' PERIMETER SETBACK/ BUFFERSHIRAZ WAY
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
PRELIMINARY PLANDUPLEX SITE PLANP-2.201/28/20211" = 100'AHEJRCAHERESERVE AT BEAUMONT OAKSNEW HANOVER COUNTYNORTH CAROLINA19305.PEMURRAY FARM DEVELOPERS, LLC60 GREGORY ROADBELVILLE, NC 28451DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION24'
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.
XXXX
X
X
X
X
X
X
XXXXXX
XXX
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LP
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4
13+00
14+00
15+00
15+50.
0
1
PC15+62.3916+00
17+00
15+00PC15+14.45PT15+49.0216+00PC16+09.38PT16+17.68PC16+73.3717+00PT17+19.8517+66.21SRO 36
SMH
RIM=25.65
PID: R02900-004-173-000RYAN D & JESSICA CBLACHERD.B. 5286, PG. 1912M.B. 49, PG. 321PID: R02900-004-172-000BRIEN & JACLYNMCDONOUGHD.B. 6298, PG. 2510M.B. 49, PG. 321PID: R02900-004-171-000ROBERT & ANNLATSTETTERD.B. 5213, PG. 1529M.B. 49, PG. 321PID: R02900-004-170-000RYAN D & JESSICA CBLACHERD.B. 5286, PG. 1912M.B. 49, PG. 321PID: R02900-004-169-000
VINEYARD PLANTATION
HOA INC
D.B. 5362, PG. 451
M.B. 49, PG. 321
PID: R02900-003-471-000JARED & BRONWYN JAGUTISD.B. 5661, PG. 1812M.B. 48, PG. 97PID: R02900-003-470-000MICHAEL L & DEANNA HHUDSOND.B. 5008, PG. 2966M.B. 48, PG. 97PID: R02900-003-469-000BERNARD J & EILEEN MKARAMD.B. 5013, PG. 1207M.B. 48, PG. 97PID: R02900-003-468-000JEFFREY L & KATHRYN CSTANFIELDD.B. 5001, PG. 1704M.B. 48, PG. 97PID: R02900-003-467-000NICKOLAUS M & KRISTY MHIGHD.B. 5969, PG. 1470M.B. 48, PG. 97PID: R02900-003-466-000TERESA M & RANDYDEMARCOD.B. 5044, PG. 2078M.B. 48, PG. 97PID: R02900-003-465-000DANIEL C & SHENAN CARRD.B. 5880, PG. 1025M.B. 48, PG. 97PID: R02900-003-464-000E ELIZABETH LEWISD.B. 9903, PG. 2818M.B. 48, PG. 97PID: R02900-003-463-000MARIANNA STAKSD.B. 5660, PG. 2891M.B. 48, PG. 97PID: R02900-003-462-000JONATHAN & ERIN MCCARTHYD.B. 5862, PG. 2624M.B. 48, PG. 97PID: R02900-003-461-000KENT E HALAC & ALAINA J KIMD.B. 5040, PG. 2381M.B. 48, PG. 97PID: 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. 11PID
:
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PID: R03706-001-005-000
SAMUEL R ALTMAN
D.B. 4881, PG. 202
M.B. 16, PG. 11PID
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GREGORY P & KARYL R DOWD
D.B. 5413, PG. 172
M.B. 27 PG. 100
PID: R03705-004-007-000JENNIFER R MILLERD.B. 6316, PG. 1456M.B. 27 PG. 100PID: R03705-004-008-000SAMUEL E & MEGAN O MOORED.B. 6147, PG. 1097M.B. 27 PG. 100PID: R03705-004-009-000PETER R OLSOND.B. 1812, PG. 264M.B. 27 PG. 100PID: R03705-004-010-000DAVID & DANA FORCINITOD.B. 6051, PG. 264M.B. 27 PG. 100M.B. 27 PG. 143282
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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
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD 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 62WW
W
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WWWWW
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W W W
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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
7,800
S
F
0.18 AC
7,800
S
F
0.18 AC
7,800
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
8,324
S
F
0.19 A
C
8,94
3
S
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0.21
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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 AC
9,038 SF
0.21 AC
8,501 SF
0.20 AC8,427 SF
0.19
A
C
W W W W W W W W W W W W W W W
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
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SS SSSSSSSSSSSS39+00
40+
0
0
41
+
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42
+
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0
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0
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47+00
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0
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.
6
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SS SS SS SS SS SS SS SS SS SS SS SS SS10+0011+0011+50.37BEAUMONT OAKS DR
SUMMER WIND DR
BEAUMONT OAKS DR
10+33
S 79°22'11" W120.00'N 79°22'11" E120.00'S 79°22'11" W
120.00'N 72°10'02" E120.06'65.00'S 41°38'51" W149.62'N 41°38'51" E149.63'65.00'N 41°38'51" E149.65'65.00'N 41°38'51" E149.67'65.00'N 41°38'51" E149.68'65.00'N 41°38'51" E149.70'65.00'N 41°38'51" E149.72'N 41°38'51" E149.73'65.00'N 41°38'51" E149.75'65.00'N 41°38'51" E149.77'S 41°38'51" W120.00'65.00'N 41°38'51" E120.00'65.00'N 41°38'51" E120.00'65.00'N 41°38'51" E120.00'65.00'N 41°38'51" E120.00'65.00'N 41°38'51" E120.00'65.00'N 41°38'51" E120.00'65.00'N 41°38'51" E120.00'65.00'N 41°38'51" E120.00'N 27°37'10" E138.68'54.29'S 14°31'25" W172.99'N 41°37'27" E128.33'65.00'S 41°37'27" W128.16'82.17'N 52°27'15" E135.08'77.92'S 35°27'57" W152.41'82.67'S 28°05'10" W165.90'88.00'S 20°42'23" W191.80'64
.
0
1
'S 79°22'11" W120.00'64
.
0
1
'N 79°22'11" E120.00'N 56°42'25" E120.00'N 41°28'03" E120.00'65.00'
65.00'N 41°28'03" E120.00'N 31°49'21" E120.00'N 10°52'16" E120.00'98.76'N 65°33'01" E165.34'1
2
0
.
0
3
'N 08°12'21" E120.00'N 20°06'08" E120.00'N 32°00'02" E120.00'N 41°38'51" E120.00'64.84'S 41°39'08" W128.44'79.71'N 33°05'43" E133.22'86.07'N 23°36'07" E153.92'S 12°09'04" W139.41'84.66'N 00°00'00" W121.51'N 58°13'07" E139.80'56.84'N 66°16'44" E171.96'56.23'N 41°38'51" E127.44'N 41°38'51" E127.48'64.00'68.84'S 41°38'51" W127.97'61.69'
N
0
3
°
2
2
'
4
3
"
W
1
2
0
.
0
0
'S 79°22'11" W
120.00'S 65°20'43" W123.89'N 48°12'45" W
381.56'
65.
0
1
'
63.50'66.20'
52.43'71.97'124.33'119.45'120.81'
192.02'S 11°58'50" W155.90'S 79°1
4'
4
2
"
E
101.5
8'
S 85°
1
3'
4
0"
E
63.75'N 36°08'52" E196.33'102.31'L1L2L3
L4
L5
L6
L7
L8
L9
L10L11
L12 L13L14 L15
L16
L17L1
8
L19L20
L21L22 L23 L24
L25
L26
L27
L2
8
L29L30
L31
L32L33
L34C1
C2
C3
C4
C5
C6
C7
C8 C9
C10
C11
C12
C13
C14
C15
C16
C17C18
C19
C20C21C22
C23
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
S
F
0.71 AC
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
121,766
S
F
2.80
A
C
2,645
S
F
0.06 A
C
N 44°03'31" E128.74'67.11'N 41°18'03" E128.21'9,443 SF
0.22 AC 8,206 SF
0.19 ACN 55°56'03" E141.75'S 60°14'47" W106.07'N 42°36'53" W
52.54'
64
.
0
0
'
63.
0
0
'
64.
0
0
'N 49°27'38" E75.81'N 52°24'12" E51.97'64.
0
0
'
63.
0
0
'
64
.
0
0
'
62.48'
64.84'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'
65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'65.00'
65.00'68.89'N 41°38'51" E102.84'S 41°38'51" W102.60'56.72'N 41°38'03" E120.93'56.22'
N 48°21'44" W (TOTAL)- 85.36
S 48°01'55" E (TOTAL)- 500.60
100.16'99.55'100.07'75.12'L60
L6
1
L6
2
L6
3
L6
4
L65 L66 L67L68 L69 L70L71L72
L73L74
L75L76
L77
C33
C34
C3
5
C36
C37
C38
C3
9
C4
0
C41
C42
C43 C44 C45 C46
C47
C48
C49
C50
C51
C52
C53
C54
C55C56
C57
C58
C59
C6
0
C61
C62C
6
3C64C65C66
C67
C68
C69
C7
0
C71
C72
1,508,270
S
F
34.63
A
CR30'R30'26'24'22'26'24'21.5'17'
R
2
8
'R28'
R30'R30'21.5'24'26'R30'R30'SHIRAZ WAYSTORMWATER
INFILTRATION BASIN
±1.71 AC
45
'
R
O
W
N O R T H
45' ROW
VEGETATED
BUFFER/
OPEN SPACE
SINGLE-FAMILY LOT
OPEN SPACE
PROPOSED PUMP STATION AND 30'
ACCESS & UTILITY EASEMENT PEPPERMINT DR.50' PUBLIC R/WGRAVITY SEWER
MH (TYP.)
FIRE HYDRANT (TYP.)
8" WATERMAIN (TYP.)
GRAVITY SEWER MH (TYP.)
EXISTING
WATERMAIN
VICINITY MAP
NOT TO SCALE
NORTH
S
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E
HWY 17
P
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GATE - SEE NOTES SHEET P-2.0
NEIGHBORHOOD PARK/
CENTRAL GREEN
20' PERIMETER SETBACK/
VEGETATIVE BUFFER
20' PERIMETER SETBACKSHIRAZ WAY
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 - 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.
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 PRELIMINARY PLANSINGLE FAMILY SITE PLANP-2.301/28/20211" = 100'AHEJRCAHERESERVE AT BEAUMONT OAKSNEW HANOVER COUNTYNORTH CAROLINA19305.PEMURRAY FARM DEVELOPERS, LLC60 GREGORY ROADBELVILLE, NC 28451DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION45' R/WUTILITY 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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WFMFMFMFMFMFMFMFMFMFMFO T
UGUGUGUGUGUGUGUGUGUGUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTUTFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMLO 52GUM 28
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AH 6
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PIN 20
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M.B. 37, PG. 64 M.B. 37, PG. 64 D.B. 5999, PG. 1312
M.B. 58, PG. 367 MICHAEL D & SARAH M PINSONPID: R03705-005-008-000
PID: R02900-004-011-000
LEE ROMAN LONG
D.B. 6272, PG. 892
M.B. 150 PG. 59UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE
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RIM=53.54
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WHITEHILL LPWHITEHILL LPBEAUMONT OAKS DR
BEAUMONT OAKS DR
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1,420 sf FOUNDATION PLANTING 1,420 sf FOUNDATION PLANTING
N O R T H
VICINITY MAP
NOT TO SCALE
NORTH
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PRELIMINARY PLANZONING COMPLIANCE LANDSCAPE PLANP-3.102/24/20211" = 60'AHEJRCAHERESERVE AT BEAUMONT OAKSNEW HANOVER COUNTYNORTH CAROLINA19305.PEMURRAY FARM DEVELOPERS, LLC60 GREGORY ROADBELVILLE, NC 28451DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONSITE 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
MATCHLINE - SEE SHEET P3.2PARKING LOT LANDSCAPE SHALL BE
COMPLETED WITH A COMBINATION OF
RETAINED AND PLANTED TREES
GARAGE, TYP.
CLUBHOUSE (±4808 SF)
SMALL AMENITY
STORMWATER
POND
POOL POOL18' 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
REGISTERED LA N D S C A
P
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ARCHITECTNORT H C A RO
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N H. ENG E B R E TSON01/28/21
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D.B. 6031, PG. 1185
M.B. 51, PG. 367 ROBERT W & FARAN ROLF H & LORI A FI PID: R03705-004-015-000PID: R03700-001-003-001
MIKEL F & KATHRYN P LONG
D.B. 1325, PG. 270
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AH 4JARED & BRONWYN JAGUTISNICKOLAUS M & KRISTY MDANIEL C & SHENAN CARRJONATHAN & ERIN MCCARTHYKENT E HALAC & ALAINA J KIMPID: R03706-001-001-000
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PID: R03705-004-006-000
PID: R03705-004-007-000EL E & MEGAN O MOORE282
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BEAUMONT OAKS DR
SUMMER WIND DR
BEAUMONT OAKS DR
N O R T H PRELIMINARY PLANZONING COMPLIANCE LANDSCAPE PLANP-3.201/28/20211" = 60'AHEJRCAHERESERVE AT BEAUMONT OAKSNEW HANOVER COUNTYNORTH CAROLINA19305.PEMURRAY FARM DEVELOPERS, LLC60 GREGORY ROADBELVILLE, NC 28451DATE:SCALE:DESIGNED:DRAWN:CHECKED:PEI JOB#:CONCEPTUAL LAYOUT:PRELIMINARY LAYOUT:FINAL DESIGN:RELEASED FOR CONST:PROJECT STATUSREVISIONS:DRAWING INFORMATIONSEALCLIENT INFORMATION:122 Cinema DriveWilmington, North Carolina 28403(910) 791-6707 (O) (910) 791-6760 (F)NC License #: C-2846FINAL DESIGN - NOT RELEASED FOR CONSTRUCTIONALL PARCELS ADJACENT TO SUBJECT
PROPERTY ARE R-15 ZONING UNLESS
OTHERWISE NOTED
0
SCALE:
60'120'180'
1"=60'
BUFFER PLANTING BETWEEN PROPOSED
DUPLEX NEIGHBORHOOD AND PROPOSED
SINGLE FAMILY NEIGHBORHOOD
MATCHLINE - SEE BELOWVICINITY MAP
NOT TO SCALE
NORTH
S
I
T
E
HWY 17
P
O
R
T
E
R
S
N
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C
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A
D
MARSH
O
A
K
S
DRIVE
MEN
D
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N
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DRIV
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EDGEWATER CLUB
ROADREISLIN
G
AVE
WI
N
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W
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OLD
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BUR
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SHIRAZ WAY
MATCHLINE - SEE ABOVEMATCHLINE - SEE SHEET P-3.1BUFFER 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
REGISTERED LA N D S C A
P
E
ARCHITECTNORT H C A RO
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N H. ENG E B R E TSON01/28/21