NCC222434_Site Plan or Location Map_20220715

VICINITY MAP
NOT TO SCALE
LEGEND:
"MZ ECM -EXISTING CONCRETE MONUMENT
EIP Oa EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
ERS0 ERS-EXISTING RAILROAD SPIKE
c COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
— oPL — — — OLD PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- — — — -SETBACK LINE
ss SANITARY SEWER LINE
so STORM DRAINAGE
w WATER LINE
—GAS UNDERGROUND GAS LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
X WIRE FENCE
WOODEN FENCE
TREE LINE
265 MAJOR CONTOUR
262 MINOR CONTOUR
x 268.13' SPOT ELEVATION
-q� BENCHMARK
SIGN SIGN
9 BOLLARD
* LIGHT POLE
PPS UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
O WATER SPIGOT
MONITORING WELL
@ WELL
® CATCH BASIN
® DROP INLET
n SANITARY SEWER MANHOLE
oco CLEANOUT
HARDWOOD TREE
0 GRAVEL
ASPHALT
0 CONCRETE
BUILDINGS
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 CITY OF
FAYETTEVILLE AND STATE REGULATIONS.
12. ALL EXISTING UTILITIES, FENCES, AND OTHER STRUCTURES
IMPEDING CONSTRUCTION SHALL BE REMOVED OR
RELOCATED.
N /F
ELIZABETH CAIN BEATTY
DB 753, PG 155
/ FENCE 6' VEGETATED`
SHELF
/
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/ \ �17 O
/ \ N /F
\ JENNIFER V. EVANS
/ DB 11343, PG 65
\ PB 48, PG 55
r16\ /
/ \ N /F \ /
/ JEONG C. KI WIFE,
AN SOON
KIM \
DB 8828 PG 533
SITE DATA
DEVELOPER
RHETSON COMPANIES, INC
MAILING ADRESS
2075 JUNIPER LAKE ROAD
CITY, STATE
WEST END, NORTH CAROLINA 27376
REID NUMBER
0409-22-2142 & 0409-21-3977
TOTAL LOT AREA
71,874 SF (1.88 AC)
AREA TO BE DEVELOPED
71,874 SF (1.88 AC)
EXISTING ZONING
CC
EXISTING USE
UNDEVELOPED/VACANT
PROPOSED USE
RETAIL
DISTURBED/DENUDED AREA 2.3 AC
SETBACKS REQUIRED:
FRONT
25 FT
SIDE
3 FT/ 15 FT ABUTTING SINGLE FAMILY USE
REAR
3 FT/ 20 FT ABUTTING SINGLE FAMILY USE
OPEN SPACE:
REQUIRED
3,594 SF
PROPOSED (TOTAL)
6,529 SF
USABLE
4,800 SF
PARKING:
REQUIRED (INCLUDING
HANDICAP) 36
PROPOSED (INCLUDING
HANDICAP) 36
PROPOSED HC SPACES 2
\, O
\
\ N 492,316.243
♦ E 2,002,274.101
NC GRID NAD 83
10' ROW _ ♦� RR (2011)
SHARED ACCESS
TBM
4D PK NAIL #1
N 492,294.032
E 2,002,246.771
ELEV 270.86
NC GRID NAD 83
(2011)
NAVD 88
\ PB 48, PG 55
0 a
\ /
O 1" EIP s9,
\ (PINCHED)
/
/ \
/
1" EIP /
(PINCHED)O
/
/
/
/
/
/
/
/
/
\ 18
\ N /F
\ HILLARIE A. SAUL-ROTHMAN &
DAVID JAY ROTHMAN
\ DB 8955, PG 819
PB 48, PG 55
\
_1_9
N /F \ /
AE CHA ROUTH \ /
DB 4342, PG 747
PB 48, PG 55 \ /
\
-� WHITE MINI /
SKIP LINE
30" CONCRETE ,
\VARIABLE WIDTH \ /
S SIDEWALK EASEMENT \/
RRC
`gyp. 2' LAP JOINT. MILL
TO A DEPTH OF 2"
OF \
15' STREET RELOCATE POWER \
BUFFER �O POLE
`SA RIGHT TURN LANE \♦
100' STORAGE
\ 50' TAPER \
®�
REMOVE 257 LF
moo- OF CURB & GUTTER
\� WHITE EDGE \\
LINE \ /
' \ LIGHTED PYLON SIGN W/
R5' UNDERGROUND ELECTRICAL \ /
�\ L9 1" EIP
R5' O,� \(PINCHED)
x`
HC DIRECTION
CURB RAMP �\ 5/ O�O
/ ERB 96 \
\
6' ��p /z� \
�Q
HC DIRECTION R35'
CURB RAMP 1 \
R5' �! 4' CONCRETE
VALLEY GUTTER \\
HC DIRECTION
oxCURB RAMP
\
\
\
\
\
f 2 1 \
N /F \
WAYNE R. MOORE
\ DB 4589, PG 763 \
PB 29, PG 20
N /F
\ / RADIANCE GROUP LLC \
DB 10434, PG 658
PB 29, PG 20 \
N 492,010.382
E 2,002,531.600
NC GRID NAD 83
(2011)
5/8"
ERB
N /F
WAYNE R. MOORE
DB 4589, PG 763
PB 29, PG 20
♦
♦
NCDOT
R/W
ECM
_4
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
FAYETTEVILLE
YADKIN ROAD
DOLLAR
GENERAL
SITE PLAN
CLIENT
RHETSON
COMPANIES, INC.
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1828
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
J U N E 2, 2022
SHEET NUMBER
C-200