23230.PE Village at Myrtle Grove Outparcel A - TRC Plan SetCA
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FLORIDA, NY 10921
THE VILLAGE AT MYRTLE GROVE
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTACT THESE UTILITIES
NEW HANOVER COUNTY
PLANNING
PH: 910-798-7165
ENGINEERING
PH: 910-798-7139
PIEDMONT NATURAL GAS
ATTN: PAUL GONKA
PH: 910-251-2810
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
ENGINEERING/INSPECTIONS
PH: 910-332-6560
OPERATIONS/MAINTENANCE
PH: 910-322-6550
DUKE ENERGY PROGRESS
DISTRIBUTION CONSTRUCTION SERVICE
PH: 910-256-7258
DEP CSC PH: 1-800-452-2777
AT&T/BELL SOUTH
ATTN: CHRISSY COSTON
PH: 910-341-7664
TIME WARNER CABLE
PH: 910-763-4638
NEW HANOVER COUNTY
SHEET INDEX
AUGUST 2022
C-0.0 COVER SHEET
APPROVALS:CONSULTANTS:
LANDSCAPE ARCHITECT:
WILMINGTON, NORTH CAROLINA
BVC MYRTLE GROVE, LLC
176 N. MAIN STREET, SUITE 210
FLORIDA, NY 10921
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: ROB BALLAND, PE (ENGINEERING)
ATTN: JIM CIRELLO, RLA (LANDSCAPE)
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
P: (910) 791-6707
ATTN: JOSH TAYLOR, PLS
PROJECT # 22110.PE
APPLICANT:
ENGINEER /
SURVEYOR :
PREPARED BY:
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122 Cinema Drive Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846
THE VILLAGE AT MYRTLE GROVE
SHEET NUMBER SHEET TITLE
SITE PLANC-2.0
AUGUST 2023
FOR
TRC DESIGN DOCUMENTS
WILMINGTON, NORTH CAROLINA
BVC MYRTLE GROVE, LLC
176 N. MAIN STREET, SUITE 210
VICINITY MAP
SCALE: 1" = 500'
SITE
EXISTING CONDITIONSSV-1
OUTPARCEL A
OUTPARCEL A
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MYRTLE GROVE
SHOPPING
HOME DEPOT
N 10°20'08" E
209.46'
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12OK
FO
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PKFIRF
RUSHER E ALAN
PARCEL ID:
R07610-004-007-000
D.B. 2700 PG. 294
BVC MYRTLE GROVE LLC
PARCEL ID:
R07614-001-013-000
D.B. 6005 PG. 944
WACHOVIA BANK & TRUST
CO
PARCEL ID:
R07610-004-004-000
D.B. 1505 PG. 946
BVC MYRTLE GROVE LLC
PARCEL ID:
R07614-001-012-000
D.B. 6005 PG. 944
M.B.52 PG. 21
AREA: 32,524± SQ. FT.
(0.747 ACRES)
IRF
IPF
CI
RIM ELEV: 25.69'
INV (W): 20.99'
INV (N): 20.89'
INV (E): 20.89'
DI
RIM ELEV: 27.30'
INV (N): 23.70'
INV (SW): 23.60'
DI
RIM ELEV: 26.69'
INV (S): 21.54'
CI
RIM ELEV: 23.43'
INV (SW): 18.03'
BOT: 10.53'
VEGETATION
LINE
30' SIDE SETBACK
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EASEMENT
DI
RIM ELEV: 25.12'
INV (W): 21.07'
INV (E): 21.12'
CI
RIM ELEV: 24.88'
INV (W): 19.73'
INV (E): 19.63'
DI
RIM ELEV: 23.68'
INV (W): 18.38'
INV (NE): 18.28'
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RIM ELEV: 28.17'
INV (N): 22.92'
INV (W): 22.92'
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PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION,
RECORDATION,
CONVEYANCES, OR
SALES.0 10 20 40 60 80
SCALE: 1"=20'
VICINITY MAP
(NOT TO SCALE)
NAD83
CERTIFICATE OF ACCURACY AND MAPPING
I, GLENN AYALA, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTIONS RECORDED IN THE REFERENCES NOTED ON THIS
DRAWING); THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
DASHED LINES AS DRAWN FROM INFORMATION NOTED; THAT THE RATIO
OF PRECISION IS 1:10,000; AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING
IN NORTH CAROLINA (21 NCAC 56. 1600). THIS ______ DAY OF
__________________, A.D., __________.
I, GLENN AYALA, CERTIFY THAT THIS SURVEY IS OF AN EXISTING PARCEL
OR PARCELS OF LAND OR ONE OR MORE EXISTING EASEMENTS AND DOES
NOT CREATE A NEW STREET OR CHANGE AN EXISTING STREET.
______________________________________________________
GLENN AYALA, PLS LICENSE NO. L-5264
SITE
NOTES
1.AREA CALCULATED BY COORDINATE METHOD.
2.HORIZONTAL (NAD 83-2011) AND VERTICAL (NAVD 88) DATA WERE
ESTABLISHED UTILIZING A TOPCON HIPER-V GPS RECEIVER OPERATING
IN VRS MODE WITH REPEAT OBSERVATIONS.
3.THIS PARCEL IS LOCATED IN ZONE X- AS SHOWN ON FEMA FLOOD MAP
NO. 3720313400K BEARING AN EFFECTIVE DATE OF 8/28/2018.
4.UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION VISIBLE IN THE
FIELD AND FROM INFORMATION PROVIDED BY UTILITY COMPANIES.
ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. THE APPROPRIATE
UTILITY COMPANIES SHOULD BE CONTACTED PRIOR TO LAND
DISTURBING ACTIVITIES.
5.THIS LOT IS SUBJECT TO ALL UTILITY EASEMENTS, RESTRICTIONS, OR
COVENANTS OF RECORD.
BOUNDARY LINE
ADJOINING BOUNDARY LINE
EASEMENT LINE
SANITARY SEWER LINE
STORM DRAINAGE LINE
LEGEND:
SS
IRON ROD FOUNDIRF
CMF CONCRETE MONUMENT FOUND
TRANSFORMER
TELEPHONE RISER
WATER METER
WATER VALVE
FIRE HYDRANT
CLEAN-OUT
SANITARY SEWER MANHOLE
CURB INLET
CATCH BASIN
GAS METER
TR
G
HVAC
LIGHT POLE
POWER POLE
GUY ANCHOR
TR TRAFFIC LIGHT
IRON PIPE FOUND
COMPUTED POINT
PK NAIL FOUND
IPF
PKF
CP
NLF NAIL FOUND
TREE
12OK
30OK
12OK
12OK
CI
RIM ELEV: 25.69'
INV (W): 20.99'
INV (N): 20.89'
INV (E): 20.89'
DI
RIM ELEV: 27.30'
INV (N): 23.70'
INV (SW): 23.60'
DI
RIM ELEV: 26.69'
INV (S): 21.54'
CI
RIM ELEV: 23.43'
INV (SW): 18.03'
BOT: 10.53'
DI
RIM ELEV: 25.12'
INV (W): 21.07'
INV (E): 21.12'
CI
RIM ELEV: 24.88'
INV (W): 19.73'
INV (E): 19.63'
DI
RIM ELEV: 23.68'
INV (W): 18.38'
INV (NE): 18.28'
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RIM ELEV: 28.17'
INV (N): 22.92'
INV (W): 22.92'
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VICINITY MAP
SCALE: 1" = 500'
SITE
SITE DATA TABULATION
PROJECT ADDRESS:5505 CAROLINA BEACH ROAD
WILMINGTON, NC 28405
PARCEL ID: R07614-001-012-000
PROPERTY OWNER:BVC MYRTLE GROVE, LLC
176 N. MAIN STREET, SUITE 210
FLORIDA, NY 28209
CURRENT ZONING:B-2 (REGIONAL BUSINESS)
TOTAL SITE AREA:±0.75 ACRES OR 32,524 SF
PROPOSED USE:RESTAURANT
FLOOD INFORMATION:THIS SITE LOCATED IN ZONE X - NOT A
SPECIAL FLOOD HAZARD AREA - AS
DETERMINED BY FEMA FLOOD PANEL
3720313400K, DATED AUGUST 28, 2018
BUILDING DATA
NUMBER OF BUILDINGS:1
MAXIMUM ALLOWABLE BUILDING HEIGHT: 50'
PROPOSED BUILDING HEIGHT:20'
NUMBER OF STORIES:1 STORY
TOTAL BUILDING AREA (FOOTPRINT):PROPOSED: 2,325 SQ. FT.
BUILDING LOT COVERAGE:2,325\32,524 SQ. FT. (7.1%)
DIMENSIONAL REQUIREMENTS B-2
SETBACKS
REQUIRED PROVIDED
FRONT 25 FT 123+ FT
SIDE (ADJ. COMMERCIAL)0 FT 47+ FT
REAR (ADJ. COMMERCIAL)0 FT 30 FT
PARKING STANDARDS
STANDARD:6 SPACES PER 1,000 SF OF SEATING
AREA
PROPOSED SEATING AREA:750 SF INDOOR
300 SF OUTDOOR
REQUIRED:6 SPACES
PROVIDED:22 SPACES INCLUDING 2 ADA SPACES
IMPERVIOUS AREA
EXISTING IMPERVIOUS:(4,862 SF)
PROPOSED IMPERVIOUS AREA
BUILDINGS 2,325 SF
PARKING/DRIVEWAY 16,590 SF
ON-SITE SIDEWALKS 1,015 SF
TOTAL PROPOSED IMP. AREA 19,930 SF (61.3% OF THE SITE)
DISTURBED AREA: ±0.75 ac
LANDSCAPING STANDARDS
STREETYARD
REQUIRED AREA:3,675 SF (25' X 147')
PROVIDED AREA:4,300 SF
FOUNDATION PLANTINGS
REQUIRED AREA:485 SF ((202' X 20' HEIGHT) X 12%)
PROVIDED AREA:1,005 SF
PARKING LOT
REQUIRED AREA:1,327 SF (16,590 X 8%)
PROVIDED AREA:1,902 SF
GENERAL NOTES:
1.ALL EXTERIOR SIGNS TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH
SECTION 5.6 AND 3.5.3 OF THE UDO.
2.ALL EXTERIOR LIGHTING SHALL COMPLY WITH SECTION 5.5 OF THE UDO.
3.NO CONSERVATION AREAS EXIST ON THE SITE.
4. TRIP GENERATION IS LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS
IS NOT REQUIRED.
WASTE DISPOSAL
WASTE DISPOSAL WILL BE PROVIDED WITH A CENTRAL DUMPSTER LOCATION.
THIS LOCATION HAS BEEN NOTED ON THE PLAN. ALL TRASH-HANDLING AND RELATED
EQUIPMENT SHALL BE COMPLETELY ENCLOSED AND SCREENED WITH AN OPAQUE FENCE
OR WALL. THE ENCLOSURE SHALL BE AT LEAST ONE (1) FOOT TALLER THAN THE HIGHEST
POINT OF THE TRASH RECEPTACLE.
PROPOSED
RESTAURANT
2,325 SF
PROPERTY BOUNDARY, TYP.
PROPOSED DUMPSTERS
AND ENCLOSURE
TREE TO BE RETAINED, TYP.
EXISTING 30' UTILITY
EASEMENT
EXISTING 30' UTILITY
EASEMENT
OUTDOOR SEATING
300 SF
EXISTING CONCRETE MEDIAN
EXISTING ACCESSWAY
EX
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'
BW
S
BW
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RP
B
EXISTING STREETLIGHT, TYP.
10
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123'
47
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30'
54
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14
'
LANDSCAPE AREA
19
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6'
9'
24'18'
9'
9'
15'11'
45
°
26'
25
'
S
E
T
B
A
C
K
EXISTING BACK OF CURB OF
ADJACENT PARKING LOT
6
7
9
0 10 20 40 80
SCALE: 1"=20'
GRAPHIC SCALE
NCGRID(N
A
D
8
3
/
2
0
1
1
)
LANDSCAPE
AREA
11
'
14
'
EXISTING FIRE HYDRANT
10
.
6
'
28
'
18
'
22
'
5'
10
.
3
'
LEGEND
BOUNDARY LINE
ADJ. BOUNDARY LINE
SS SEWER LINE
W WATER LINE
FIRE HYDRANT
STREET LIGHT
SANITARY SEWER MANHOLE
WATER METER
CATCH BASIN
EXISTING CONTOUR25
CURB INLET
WATER VALVE