NCC230508_Site Plan or Location Map_20230224

S89°54'57"W 129.44' TIE S89°59'28"W 129.25' TIE
VICINITY MAPS-- -- -- -- -- -- 5/8" -- -- -- -- -- -�
5 8" 5/8" ERB
ERB ERB WITH
NOT TO SCALE 1' EIP
LEGEND:
EIP Oo EIP—EXISTING IRON PIPE
ENLO ENL-EXISTING NAIL
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
— oPL — — — OLD PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
- — — — -SETBACK LINE
SD STORM DRAINAGE
w WATER LINE
// OVERHEAD UTILITY
X FENCE LINE
TREE LINE
55 MAJOR CONTOUR
54 MINOR CONTOUR
x 55.45' SPOT ELEVATION
-I- BENCHMARK
S1C" SIGN
MB MAILBOX
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wv
M WATER VALVE
,��, FIRE HYDRANT
LuJ WATER METER
HARDWOOD TREE
PINE TREE
= ASPHALT
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND ASPHALT
PARKING LOT).
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
9. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER COUNTY
OF COLUMBUS AND STATE REGULATIONS.
12. ALL EXISTING UTILITIES, FENCES, AND OTHER STRUCTURES
IMPEDING CONSTRUCTION SHALL BE REMOVED OR
RELOCATED.
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SITE DATA
DEVELOPER
RHETSON COMPANIES, INC
MAILING ADRESS
2075 JUNIPER LAKE ROAD
CITY, STATE
WEST END, NORTH CAROLINA 27376
PIN NUMBER
1220.01-28-1263.000, 1220.01-28-1464.000,
1220.01-28-3320.000
TOTAL LOT AREA
2.65 AC
AREA TO BE DEVELOPED
2.65 AC
EXISTING ZONING
G-U (GENERAL USE DISTRICT)
PROPOSED ZONING
G-U
EXISTING USE
GENERAL USE
PROPOSED USE
RETAIL
DISTURBED/DENUDED AREA 2.1 AC
SETBACKS REQUIRED:
FRONT
50
SIDE
15
REAR
25
PARKING:
REQUIRED (INCLUDING
HANDICAP) NONE
PROPOSED (INCLUDING
HANDICAP) 50
PROPOSED HC SPACES 2
2"
EIP O ® 0
OLD US 74-76 (SAM POTTS HIGHWAY)
PUBLIC R/W VAIRES
S89°59'58"E 296.98' UTILITY
EASEMENT -- -- -- -- -- -- -- -- -- -- -- --
�
LIGHTED PYLON SIGN W/ I EIP EIP
UNDERGROUND ELECTRICAL R35' R35'
11777
REMOVE DRIVEWAY
PIPE
50' MIN. BLDG SETBACK
0) PROVIDE PARKING STOPS — — — — — — — — — — — — — — — — — — — — — — — — — —
a; AT PERIMETER OF PAVEMENT
N
(TYP) / 36' / N/F
w —
/ / BASS -FISHER PROPERTIES, LLC
TRACT 1 PARCEL B OF
91 IQ TRACT
/ / / / / DB 1122, PG 21
rn I I HEAVY DUTY PAVEMENT ' o/
(SHOWN SHADED)
/ 17 SP
HEATHER LOU SE SASSER 1 /2" 1 /2 '9
DB 1239, PG 639 ERB S8_9°22'57"W ERB — o L o — - - - BOLLARDS Oo - -/0 / L — — OPL -
PB 94, PG 51 39.34' TIE /
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6' TURNDOWN o
I SIDEWALK / / / / / I o
/ /
11' TURNDOWN / / / / v cw
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SIDEWALK / / / / / I 0 00
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i PROPOSED M
I I BUILDING z
(156'x8O') CONCRETE 2
12,480 SF DELIVERY PAD
N FFE: 56.75' `c
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3.5' SIDEWALK FLUSH
DCURB o N/F
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TRACT 1 PARCEL A OF
DB 1122, PG 21
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5/8 0°
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of CONCRETE
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N/F I- o- _ o 0 1 1/2" _ z �.i N88°31'22"W 119.79'
HEATHER LOUISE SASSER I o m E i J"_ EIP 1ERB'
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PB 79, PG 12 I Ld " I I EIP
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— — — — — m MICHAEL BRANDON YOUNG o o DB 1191, PG 943
50' MIN. BLDG SETBACK o ! DB 1193, PG 279 00 't
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1/4" 0 1 /4„ O
ERB ERB
SR 1941 (BUSSY ROAD)
45' PUBLIC R/W
PER PB 79, PG 12
iM
3/4" 11 1 /2"
EIP EIP
N89°59'58"W 177.49'
N6�°7s.
5�.62 �2W
T�F EPK _ S89°59'03"W ^EPK _ _ _ S89°59'34"W_236.09' TIE _
71.89' TIE
SR 1941 (BUSSY ROAD)
TBM D
40' PUBLIC R/W
4D COTTON SPINDLEERBT N 208,052.716EIP
-- -- -- -- -- --T-
1 4" I E 2,122,164.758 1
ELEV 55.36
I NC GRID NAD 83
(2011)
NAVD 88
I
ENLS88°53'54"W ENL
C1 25.02' TIE v
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
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REVISIONS
PROJECT NAME
HALLSBORO
DOLLAR
GENERAL
SITE PLAN
CLIENT
RHETSON
COMPANIES, INC.
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BRETT
DRAWN BY:
BRETT
CHECKED BY:
SCOTT
PROJECT NUMBER:
1939
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
DECEMBER 16, 2022
SHEET NUMBER
C-200