ACPS site plan1156 1184 C
SITE —
�, 1
120
1120 's
11971P -- \
.
2110 vG
1124 � M
1121
1122
1147 \\
210
1160 NCDOT
ECM
\ 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 .SHALL 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 K
. EEP MULCH A
MINIMUM OF 4 INCHES AWAY FROM THE TRUNK BASE.
\ *THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE HARNETT
COUNTY UDO. 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.
g�
In
1121
NOFITM g \
VICINITY MAP ,3 NosOT �-
7'33a
NOT TO SCALE
\ 3y.
\� NCDOT
ECM
Ait
\ r
NGDOT
ECM .„._,
NCDOT
ECM a a
r
NCDOT�
ECM
/ r
NCDOT
ECM �. h
\
\� x
NCDOT \
ECM \
\
NCDOT
ECM\ La0 c• ,
5a
\ G61 d)
�J
NCOOT
ECM
\
\
\
LEGEND:
QTY.1 TYPE PLANTING SIZE MIN. HEIGHT SCIENTIFIC NAME
.o
CANOPY TREES
EVERGREEN EUONYMUS
2
RED OAK
2" CALIPER
8'
QUERCUS RUBRA
PFITZER JUNIPER
4
AMERICAN HOLLY
2" CALIPER
6'
ILEX OPACA
In
1121
NOFITM g \
VICINITY MAP ,3 NosOT �-
7'33a
NOT TO SCALE
\ 3y.
\� NCDOT
ECM
Ait
\ r
NGDOT
ECM .„._,
NCDOT
ECM a a
r
NCDOT�
ECM
/ r
NCDOT
ECM �. h
\
\� x
NCDOT \
ECM \
\
NCDOT
ECM\ La0 c• ,
5a
\ G61 d)
�J
NCOOT
ECM
\
\
\
LEGEND:
SHRUBS
.o
40
EVERGREEN EUONYMUS
3 GAL.
24"
EUONYMUS JAPONICUS
Q
12
PFITZER JUNIPER
3 GAL.
24"
JUNIPERUS CHINENSIS
Q
14
BURFORD HOLLY
3 GAL.
24
ILEX CORNUTA. 'BURFORDII'
In
1121
NOFITM g \
VICINITY MAP ,3 NosOT �-
7'33a
NOT TO SCALE
\ 3y.
\� NCDOT
ECM
Ait
\ r
NGDOT
ECM .„._,
NCDOT
ECM a a
r
NCDOT�
ECM
/ r
NCDOT
ECM �. h
\
\� x
NCDOT \
ECM \
\
NCDOT
ECM\ La0 c• ,
5a
\ G61 d)
�J
NCOOT
ECM
\
\
\
LEGEND:
SCOTT
SITE NOTES
0 NORTH CAROUNA DOT DISK
Ecµ12y ECM—EXISTING CONCRETE MONUMENT
x 315.32• SPOT ELEVATION
�-BENCHMARK
i.
ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED
ENL
PIN NUMBER
0514-07-4978.000
BY THE GENERAL
a ENL—EXISTING NAIL
® SIGN
32,061 SF (0.74 AC)
CONTRACTOR.
o ERBO ERB—EXISTING REBAR
®BOLLARD
2.
EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
N o COMPUTED POINT
PP UTILITY POLE
0.74 AC
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
mN/F — NOW OR FORMERLY
C GUY WIRE
35 FT
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
Iq R/W —RIGHT OF WAY
❑T TELEPHONE
25 FT
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
PEDESTAL
PROPOSED (INCLUDING HANDICAP) 26
DAMAGE INCURRED TO EXISTING UTILITIES DURING
• PVC — POLYVINYL CHLORIDE
I] CABLE PEDESTAL
K
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
•�', RCP — REINFORCED CONCRETE PIPE
N WATER VALVE
CONTRACTOR'S EXPENSE.
CI — CURB INLETFIRE
HYDRANT
3.
4.
ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
HANDICAP
RAMPS, SIGNAGE AND PARKING SPACES SHALL
DI — DROP INLET
STORM DRAIN MANHOLE
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
z PROPERTY LINE
®CATCH BASIN
FEDERAL ADA AND LOCAL REQUIREMENTS.
5.
ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
y — ADJACENT PROPERTY LINE
®DROP INLET
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
— — — TIE LINE
SANITARY SEWER MANHOLE
6.
ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
— RIGHT—OF—WAY
•C0 CLEANOUT
7.
PARKING STALLS MUST BE STRIPED WITH A 4 INCH
— — — —SETBACK LINE
HARDWOOD TREE
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
OR WHITE ON ASPHALT PARKING LOT).
ss SANITARY SEWER LINE
{ PINE TREE
B.
HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
FM FORCE MAIN LINE
's' .':i ASPHALT
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
3
a sD STORM DRAINAGE
CONCRETE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
w WATER LINE
O BUILDINGS
THE INSTALLATION OF THE PROPER SIGNAGE.
OVERHEAD UTILITY
9.
ALL PARKING SPACES ARE TO BE LAID OUT IN
` —PERMANENT EASEMENT
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
10.
ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF—SITE IN
—PUE PERMANENT UTILITY EASEMENT
ACCORDANCE WITH STATE AND LOCAL LAWS AND
—AUE AERIAL UTILITY EASEMENT
REGULATIONS.11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
X FENCE LINE.
"
HARNETT COUNTY AND STATE REGULATIONS.
..✓•-, ' "K TREE LINE
— 305 —MAJOR CONTOUR
302 MINOR CONTOUR
NCDOT
DISK
NCDOT
ECM
R=300.00'
L=132.27'
CHORD
N29'41'14"E
131.20'
NCDOT
ECM
0
0
N
REMOVE 56' OF
EXISTING CURB
R=27.90'
L=36.55'
CHORD —
N11'33'03"W
33.99'
NCDOT
ECM
t
I
REMOVE 45' OF
CONCRETE REMOVE 53' OF EXISTING CURB
DUMPSRD ����1 d . p $ . o-
— EXISTING CURB
a u `
S17'04'11"w
10.83' TOTAL \
1/2"
% ERB
a N: 54 ,206.021
E: 2,010,246.639
NC GRID NAD 83
(2011)
� re
qW�
NCDOT
DISK
NCDOT
\ DISK
NCDOTt
DISK{1}}
\\ NCDOT
\ .,� ...,-•-^"x DISK
PP f
NCDOTDISK
�= C�
TBM �c
NDISK
N:: 54 548,194.89494
E: 2,010,178.259
ELEV 313.87
NO GRID NAD 83 vG
(VD 8 "\
NAVD �
O \ _
ENL
\v
.d
9GF
9Gc^
1/2"
ERB
LF RETAINING
FAMILY DOLLAR STORE
„ FFE: 302.06
SITE DATA
SCOTT
DEVELOPER
WELLONS COMPANIES
MAILING ADRESS
2111 HIGHWAY 210 N
CITY, STATE
SPRING LAKE, NORTH CAROLINA 27390
PIN NUMBER
0514-07-4978.000
PROPOSED LOT AREA
129,599 SF (2.98 AC)
AREA TO BE DEVELOPED
32,061 SF (0.74 AC)
ZONING
COMM
EXISTING USE
VACANT
PROPOSED USE
RETAIL
DISTURBED/DENUDED AREA.
0.74 AC
p'
FRONT
35 FT
SIDE
0', 20' CORNER SIDE
REAR
25 FT
PARKING:
REQUIRED (1 SP/300 SF NET FLOOR AREA) 19
PROPOSED (INCLUDING HANDICAP) 26
PROPOSED HC SPACES
2
K
t
SITE DATA
SCOTT
DEVELOPER
WELLONS COMPANIES
MAILING ADRESS
2111 HIGHWAY 210 N
CITY, STATE
SPRING LAKE, NORTH CAROLINA 27390
PIN NUMBER
0514-07-4978.000
PROPOSED LOT AREA
129,599 SF (2.98 AC)
AREA TO BE DEVELOPED
32,061 SF (0.74 AC)
ZONING
COMM
EXISTING USE
VACANT
PROPOSED USE
RETAIL
DISTURBED/DENUDED AREA.
0.74 AC
SETBACKS REQUIRED:
FRONT
35 FT
SIDE
0', 20' CORNER SIDE
REAR
25 FT
PARKING:
REQUIRED (1 SP/300 SF NET FLOOR AREA) 19
PROPOSED (INCLUDING HANDICAP) 26
PROPOSED HC SPACES
2
GRAPHIC SCALE
20 D D 20 40
( IN FEET )
1 inch = 20 ft.
80
to
am
*Iv,ot tions
l engineering i land surveying
409 Chicago Drive, Suite 13Z Fayetteville, NC 28306
office 1920-426-6777 fax 1910.426-5777 license number I C-2354
vrviw.4Ds1tesetutions.com
REVISIONS
PROJECT NAME
SITE PLAN
CLIENT
WELLCO
CONTRACTORS,
INC
211 Highway 210 North
Spring Lake, North Carolina 28390
Phone: (910) 436-3131
Fax: (910)436-2242
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1353
DRAWING SCALE
HORIZONTAL: 1 "=20'
DATE RELEASED
MAY 8, 2018
SHEET NUMBER