NCC220530_Site Plan or Location Map_20220216

LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF DISTURBANCE
PROPERTY BOUNDARY
WETLANDS
CONSTRUCTION ENTRANCE
RIP RAP APRON
SANITARY SEWER
TEMPORARY DIVERSION DITCH
WATTLE OR CHECK DAM
DRAINAGE AREA
SILT FENCE
5
WET
EROSION CONTROL NOTES:
LIMITS OF DISTURBANCE = 33.2 ACRES
NOTES:
1.) SEE GENERAL NOTES SHEET (C-1.0) FOR GRADING, DRAINAGE AND EROSION CONTROL NOTES AND DETAILS FOR MORE
INFORMATION.
2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL BRUNSWICK COUNTY STANDARDS AND SPECIFICATIONS.
3.) A GEOTECHNICAL ENGINEER SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIAL AND PROPER COMPACTION
IN FILL AREAS.
[TYPICAL - SEE DETAIL]
ASPHALT AREA NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO
PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL
EXPLORATION AND TECHNICAL SPECIFICATIONS.
BUILDING PAD NOTE:
1.) SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO
PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICAL
EXPLORATION AND TECHNICAL SPECIFICATIONS.
[TYPICAL]
0 50 100
GRAPHIC SCALE
200
SCALE: 1 "=100'
400 Know what's below.
i Call before you dig.
z
O
WJ
U
�
cry
�ON
�o�
o
Q
�
H
z
z
W^^
Uj
J
`o^
C J v
U
�0
�z
_
ow
� o
�
N
W
p c
W
N
z
4� �,OU
I
�z
�W
�o
O
�
r l H
U
WU�
O
�
►-� W
�
� W
Z
O
U
~
Q 0 0 z 0 z
0
cQc
G
O
L.L
�
U) J J 0
�z0
0
Z_
(�
Q � (
U HQ�0
LLJ LLJo
w� p0
z_ o
> z LLI
O 0 J W
d oUaliL. i
Q W J 0 0
0 �u WO UT
�U
SEAL
:\\ CA. oz/
41
SEAL =
= 040501
=
/////ELI J1\\\\\5
C-3,00
PEI JOB#:
21485.PE