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LEGEND
CMS
- CONCRETE MONUMENT SET
ECS -
EXISTING COTTON SPINDLE
ECM
- EXISTING CONCRETE MONUMENT CSS -
COTTON SPINDLE SET
EIP -
EXISTING IRON PIPE
D -
DRAINAGE
EIS -
EXISTING IRON STAKE
G -
GAS LINE
ERB -
EXISTING REBAR
S -
SANITARY SEWER
ECS -
EXISTING COTTON SPIKE
W _
WATER
EPK -
EXISTING PK NAIL
E -
ELECTRIC
EN -
ERS -
EXISTING NAIL
EXISTING RAILROAD SPIKE
T -
TELEPHONE
IPS -
IRON PIPE SET
FH -
FIRE HYDRANT
ISS -
IRON STAKE SET
WM -
WATER METER
RSS
- RAILROAD SPIKE SET
WV _
WATER VALVE
NS -
PKS
NAIL SET
- PK OR MAG. NAIL SET
CO -
SEWER CLEANOUT
R/W
- RIGHT WAY
TP -TELEPHONE
PEDESTAL
UP _
UTILITY POLE
B.M.CENTERLINNE
B.
- BOOK OF MAPS
EL -
ELEVATION
P.B.
-PLAT BOOK
MH
- MANHOLE
M.B.
- MAP BOOK
BC -
BACK OF CURB
D.B.
- DEED BOOK
HVAC -
HEAT/AC UNIT
SB -
SET BACK
CP -
COMPUTED POINT
EP -
EDGE PAVEMENT
NCGS
- NORTH CAROLINA GEODETIC
SURVEY
—X—X—
SILT FENCE
LOD
- LIMITS OF DISTURBANCE
°s
�O
-
EXISTING SPOT ELEVATION
+355.0 - PROPOSED ELEVATION
—D—D-
- DTTCH
—E—E-
- OVERHEAD WIRES
IA
O
HARNETT COUNTY JURISDICTION
ZONED — I
MINIMUM BUILDING SETBACKS
FRONT — 35'
SIDE — 10'
CORNER SIDE — 20'
REAR — 25'
IMPERVIOUS AREA CALCULATION
BUILDING AREA — 6,000 SQ.FT.
STORAGE AREA — 600 SQ.FT.
ASPHALT DRIVE/PARKING — 12,489 SQ.FT.
GRAVEL AREA — 5,388 SQ.FT.
TOTAL IMPERVIOUS AREA — 24,477 SQ.FT.
LOT AREA — 125,278 SQ.FT.
PERCENTAGE — 19.53
DENUDED AREA — 42,000 SQ.FT.
SITE DATA
LOT 8 SPENCE MILL INDUSTRIAL PARK
PLAT CABINET F SLIDE 577—C
PIN # 0654-57-5216.000
LOT AREA — 3.13 ACRES TO THE CENTERLINE OF U.S. 401
THIS PROPERTY IS NOT LOCATED IN A FEMA MAPPED
FLOOD HAZARD AREA. FEMA MAP # 372
ZONE X; EFF. DATE 10/3/2006.
WATERSHED DISTRICT — IV
MAXIMUM IMPERVIOUS ALLOWED — 36 PERCENT
HOURS OF OPERATION — 8:00 A.M. — 5:00 P.M.
PARKING REQUIREMENTS
3 SPACES PER BAY AND 1 PER EMPLOYEE
5 BAYS AND 4 EMPLYEES — 19 SPACES
SPACES PROPOSED — 22 INCLUDING 2 HANDICAPP
SIGN AT THE ENTRANCE WILL BE
A MINIMUM OF 10' FROM ROAD R/W.
STOP BLOCKS REQUIRED AT BUILDING PARKING
SUBJECT TO ABOVE AND OR UNDERGROUND UTILITIES
AND OR EASEMENTS.
CALLS ALONG US 401 R/W
COURSE
BEARING
DISTANCE
L-1
S 12'39'21"E
61.35'
L-2
S 10`52'50"E
98.95'
L-3
S 08'43'58"E
59.47'
CURVE RADIUS TANGENT LENGTH
DELTA
DEGREE CHORD CH.BEARING
C-1 25.00' 29.23' 43.16'
98'54'59"
229'10'59" 38.00' S 40'43'40"W
.4 ?-
��10
2" 1 19.08 OR
APPROVED EQUAL
8" CABC
GRAVEL BASE
COMPACTED
SUBGRADE
HANDICAPPED SIGN DETAIL
(no scale)
7.0'
VAN
RESERVED
PARKING
131
r—.
7"
2"
18"
2"
MAXIMUM
PENALTY 1 1 7"
r U GROUND LEVEL
12" X 20"
CONCRETE
f / j FOOTING
SPENCE
+ MILL RD
+ c
z
N
+ RANDY CT
�I
+ SITE
I PAMELA CT
t
I
VICINITY MAP (no scale)
HC SIGN HC SIGN
BLUE PAINT
HANDICAP
STRIPING
HANDICAP PARKING DETAIL
(NOT TO SCALE)
Know what's below
811 Call before you dig.
PRELIMINARY SITE PLAN FOR
SEARS TIRE & AUTO
80 PAMELA COURT, FUQUAY-VARINA, NC
LOT 8 SPENCE MILL INDUSTRIAL PARK
PLAT CAB. F SLIDE 577-C
PIN # 0654-57-5216.000
HECTOR'S CREEK TOWNSHIP
HARNETT COUNTY - NORTH CAROLINA
SCALE 1 " -- 30' - MARCH 4, 2015
30 0 30 60 90
GRAPHIC SCALE — FEET
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # (919)-552-9813
REVISED 4/28/15
- I I PAMELA\14\600