NCC220715_Site Plan or Location Map_20220210

VICINITY MAP
NOT TO SCALE
SITE DATA
DEVELOPER
J&K GENERAL CONTRACTORS
MAILING ADDRESS
645 LAURINBURG
ROAD
CITY, STATE
RAEFORD, NORTH
CAROLINA 28376
PIN NUMBER
494660201303
TOWNSHIP
MCLAUCHLIN
TOTAL SITE ACREAGE
5.00 AC
ACREAGE TO BE DEVELOPED
5.00 AC
ZONING
HC
EXISTING USE
UNDEVELOPED
PROPOSED USE
RETAIL
DISTURBED/DENUDED AREA
7.7 AC
IMPERVIOUS CALCS:
PRE -DEVELOPMENT
5.3%
POST -DEVELOPMENT
82.1 %
SETBACKS REQUIRED:
FRONT
20 FT
SIDE
10 FT
REAR
25 FT
PARKING:
REQUIRED
TOTAL REQUIRED (1 SP/ 300
SF GROSS FLOOR AREA)
24 SPACES
TOTAL PROVIDED
47 SPACES
HC PROVIDED
2 SPACES
QTY.1
TYPE
PLANTING SIZE
MIN. HEIGHT
SCIENTIFIC NAME
CANOPY TREES
24
WILLOW OAK
2" CALIPER
8'
QUERCUS PHELLOS
UNDERSTORY TREES
ra
16
FLOWERING DOGWOOD
1.5" CALIPER
8'
CORNUS FLORIDA
SHRUBS
52
DWARF YAUPON
2 GAL.
18"
ILEX VOMITORIA
(D
57
SOUTHERN WAX MYRTLE
2 GAL.
18"
MYRICA CERIFERA
RIGHT TURN LANE WITH 200' FULL STORAGE AND 200' TAPER
------------------------------
200'
2' PAVED SHOULDE
200'
LANDSCAPING NOTES:
1. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD
FOR NURSERY STOCK.
2. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES
WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE ROOT FLARE WITH MULCH.
3. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK. KEEP MULCH A MIN. OF 4" AWAY FROM THE TRUNK
BASE.
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HOKE COUNTY ZONING ORDINANCE. THE
OWNER OR DEVELOPER IS ENCOURAGED TO CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN
THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR PERMITTING PURPOSES ONLY.
S89.24'21 "W 440.21'
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10' STREET YARD BUFFER M,Y-y ,
/ L
11Y L•
— — — — 20' MINIMUM BUILDING SETBACK
R30'
(D
i
R30' GAS PUMPS
/� � / II II II II II II II II II
V
S22°07'51 "W 104.64' / �� 24" SPILL
24" STANDARD
CURB & GUTTER
(TYP)
CURB (TYP)
LIGHT DUTY
R30' / m PAVEMENT 24" ROLL
24" ROLL SPILL CURB (TYP)
2 CANOPY TREE
SPILL CURB (TYP)
(TYP) 4 SP 12 SP 7 SP
N
TO BE REMOVED / N IV
L R30' 6' SIDEWALK
R15' o
9' 8' 9'
6' SIDEWALK
UNDERGROUND ®®
R30' e� \ VgR�ge�F ` R30' TANK
S ORAGE DUMPSTER
�.R15.....� w\ ST ENCLOSURE
� � ARM
TIE CURB FLUSH
-0pON� ACC. \ •� AT SIDEWALK (TYP)
� '....
' ` El4. `PAVEM�NT \ F�SFMFNT �\ 24' SPILL
CURB (TYP) CO VENIENCE
STOR
�h �/ / R15' / / • PAD 249.60
/ SAW CUT &j' /
TIE TO EXIST
6' SIDEWALK
EXISTING STRUCTURES
© AND PARKING AREA �.
1�' TO REMAIN
\ : Mq/�TF1'lNCF HEAVY DUTY
PAVEMENT` O ��
/ o 10 ` / 12.5' GAS 12.5'
PUMPS
� 1
R50' /
w1 i \
iV CONC. PAVE
o/j SS)• \ WET POND #1 \
S
2�ry/ A29 ry
TDOOR TABLES
OUTPARCEL
AREA
LAY TOP OF CURB DOA
TIE FLUSH WITH SIDWAL
rn �
� d -
110' MAINTENANCE PATE
SITE NOTES
1. A WETLAND DELINEATION WAS CONDUCTED ON JANUARY 21,
2021 AND FOUND THERE WERE NO JURISDICTIONAL
WETLANDS OR STREAMS ON THE SITE.
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 YELLOW
OR WHITE ON 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 HOKE
COUNTY AND STATE REGULATIONS.
ADJUST RIMS TO NEW GRADE
:� I N / � Z�l
STD CURB INSIDE R/W
R
21' 111 _ 20' _ 111 _ 21'
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20' 35' 20.5'
I o
I
I
I
I
R10'
R35'
R 15'
24" SPILL
CURB (TYP)
/ ./ N
i
ADA ACCESSABLE ROUTE
TO PUBLIC SIDEWALK
\CGS DISK "WHALE"
N 466,472.740
E 1,970,164.960
NC GRID NAD 83
(2011)
I
R10' I EXISTING 60' EASEMENT
I
PROPOSED 100' R/W
I
R35'
R10'
I
\ — — — — — — — — — — — — — — — — — — — — — — —
\� TOP OF PON 10' MAINTENANCE PATH I
N89'23'47"E 434.93
`1 IJ
o
N I
L I
24" IIOLI IPILLI
CUR (TYP)
I
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LEGEND:
ECMZ ECM -EXISTING CONCRETE MONUMENT
EPK 0 EPK-EXISTING PK NAIL
ERe
O ERB-EXISTING REBAR
a COMPUTED POINT N/F
N/F - NOW OR FORME THERINE L. FAIRCLOTH
MATES FILE 80-E-1948
R/W - RIGHT OF WAY TRACT 1 OF
PROPERTY LNE131, PG 1
ADJACENT PAdO TkTYPGN�
TIE LINE
RIGHT-OF-WAY
- — — — -SETBACK LINE
ss SANITARY SEWER LINE
FM FORCE MAIN LINE
so STORM DRAINAGE
w WATER LINE
OVERHEAD UTILITY
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
EEI SIGN
a) BOLLARD
nc HVAC UNIT
LANDSCAPING LIGHT
LIGHT POLE
pp UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
D4 WATER VALVE
��, FIRE HYDRANT
1- WATER METER
Iv IRRIGATION VALVE
SANITARY SEWER MANHOLE
,C0 CLEANOUT
ASPHALT
CONCRETE
BUILDING
GRAPHIC SCALE
/ N/F
/ CATHERINE L. FAIRCLOTH 30 0 1s 30 so
ESTATES FILE 80-E-1948
TRACT 1 OF
DB 131, PG 1
P64012,PG7
( IN FEET )
1 inch = 30 ft.
120
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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fill lil0,
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REVISIONS
PROJECT NAME
FAIRCLOTH
GAS STATION
SITE PLAN
CLIENT
J&K GENERAL
CONTRACTORS
645 Laurinburg Highway
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SEAN
DRAWN BY:
SEAN
CHECKED BY:
SCOTT
PROJECT NUMBER:
1754
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
JANUARY 5, 2022
SHEET NUMBER
C-200