NCC223507_Site Plan or Location Map (2)_20221012

1J
a
TO /
MT PLEASANT/
4*S
TONC 601
SITE INFORMATION:
FLOOD DATA
SITE PLAN GENERAL NOTES:
1. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT,
OR FACE OF BUILDING UNLESS OTHERWISE NOTED. ALL RADII
ARE TO EDGE OF PAVEMENT.
2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH COUNTY AND STATE STANDARDS.
3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED
TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO Q
PROCEEDING WITH WORK.
4. PRIOR TO BEGINNING ANY DEMOLITION, GRADING OR NOTE:
CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY NO WETLANDS EXIST ON THIS
THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM ALL REGULATORY AUTHORITIES. PROPERTY.
5. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A
MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
PROTECTED FROM INJURY.
6. REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING v
DIMENSIONS.
7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC \ \ `-
CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON s
UNIFORM TRAFFIC CONTROL DEVICES.
8. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT \ / o'
MARKINGS AS SHOWN ON THE PLANS.
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PIN: 566�03 8717-0000 \
PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN v ROY W H/IGLER 'T
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE ✓ DB: - P(`,:
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ZONED`. AO \
ISSUED BY THE U.S. DEPARTMENT OF LABOR. \
48 TYPE
3 BUFFERYARD \ \
—�,
- A 5' SIDEWLK W/ \
MONOLITHICURB N
(SEE DETAIL)
R,
S�0 2)
Lu
BOY
2 ' �� Z
\v
LOT �{
' STORM ` v� � � _m", WG N
SF
o C Y
/
1 I � ��,� �
l � ��.:�,. � a ,.� �, � � � -, ��`.-. �'` ��� -•-y'� r' �- w „� "i- J: � '� � -��C �-ti..E` .fie ��., ._� �.,
PIN: 5567 03 8717 0000 1 ,, �� _„� ; �, � „", .
-� T�OY-W HAIGLER / \ � _�, .. ��
d \ v, R ADA IGN TYP.
a;
\ AoQI`�
ZONED: A L \ �
�- " , _
ADA SIGN (TYP.)
N
HATCHING DENOTES HEAVY
SECTION
�o DUTY PAVEMENT
vt
1
o
C
LpT N 1 1 �141/ F (SEE
DETAIL)
zY4,,
T
5, 3 ��
� SF v
I
v \ v 1
\ 9.
\
1
PIN: 5567-04-7525-0000 � �` APPROVE SEPTIC
p�
LEROY C CO 1�%.. - v v R v
a
DB. 0579 PG. 055 A E z
ZONED: Ao V /\ - - - , a> \ v ���� Si I
1
5'SIDEWA W/ � _ i:� A ���� i/`� \
r
S � (SEE DE-TAIL
2
A -MOSNIDOELWITA HICCUR v Iry
� 1
(SEE DETAIL) % gill
1
\
�'- 1� \ O
m
V A V "`, -- _ A A V O
-n
\
y ')o �\
LLI
1
11 I I
V
- - -- _ - -
_ / 1 I
� N% �67-04-�4 go
OPER�JES, LC �
�KF�PR ES�LC � �_
/ZONED HO\-
_ A
069 OPIN: 5557 94 9
- - -
-HEY TtM6TMF�IRR - -_ PIN: 5557-93-8826-0000 _ Q
DB: 04283 P : 109 - \/ TONY LEE FURR SR; I
- - �C3iVt1-11:=9ti- _ . _ _ - �9E�: LI SUJ / DB: 13530 PG: 0344 1\ _`
— A I N� /� / 0D- r i
,� - - _ - _, _ -, - � I -ZONED: LI SU 1 �
I
rn
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
GRAPHIC SCALE
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES
ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
0 20' 40' 80'
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC., AS NECESSARY TO INSURE SAFETY.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ( )
ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES. IN FEET
4.
=
SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P. OR AS AMENDED. HORIZONTAL 1 inch 40 ft.
VICINITY MAP
V = 2000'
PROPOSED 3 LOT COMMERCIAL SUBDIVISION
PARCEL #: 5567-03-3984-0000 & 5567-03-4644-0000
TOTAL SITE AREA: 9.22 AC
THE SUBJECT PROPERTY IS WITHIN ZONE "X" PER
FEMA MAP 3710556700K EFFECTIVE DATE
NOVEMBER 16, 2008.
SITE ADDRESS: NC HWY 200 SANITATION COLLECTION:
EXISTING ZONING = AGRICULTURAL OPEN (AO) ROLL OUT CONTAINERS WILL BE PROVIDED
PROPOSED ZONING = LIGHT INDUSTRIAL -SPECIAL
USE (LI-SU) IMPERVIOUS:
FRONT SETBACK: 50 FT 3 4
REAR SETBACK: 20 FT
SIDE SETBACK: 10 FT MIN. (30 FT TOTAL)
^XAILIII� lo.
TIM FURR
5615 SHOREVIEW DRIVE
CONCORD, NC 28205
[phone]
[e-mail]
DESIGNER:
BLUESTONE LAND MANAGEMENT, PLLC
470 NORTH BROAD STREET, SUITE A
MOORESVILLE, NC 28115
JONATHAN CARTER, P.E.
[phone]
[e-mail]
WATERSHED DATA:
NOT WITHIN A WATER SUPPLY WATERSHED
LOW DENSITY OPTION
BUILDINGS = 22,400 SF
PAVEMENT = 26,115 SF
GRAVEL = 17,287 SF
SIDEWALK = 1,684 SF
TOTAL = 67,486 SF (1.549 AC.)
1.549 / 9.22 = 16.8% IMPERVIOUS
PARKING:
,.--..--.... 1. .. .. .. .. -I. .. N,
1 SPACE PER EMPLOYEE AT PEAK SHIFT PLUS 1
EVERY COMPANY VECHICLE STORED ON SITE
REQUIRED PARKING BUILDING #1
12,000 SQ. FT. GFA
5 EMPLOYEES AND 5 COMPANY VEHICLES
10 SPACES REQUIRED
�680004 o
C/D U
0
CZ
�T� O
o
v1 �
1�
w
z
J
w
w
Df
c�
z
O
5
W
Ci
w
O
O
x
P.
�
z
O
U
0w
Z
Df
a
w
0
U
}
z
zo
OU
D
a
wC/)
0
U
}
z
zo
a
z
LLI
0
Z
Q
�w
UO
0-
O
a
o
U
Z
Df
W
a
Q
5
o
w
0
w
0
w
o
0
D_
D_
D_
D
D
Q
O
N
O
N
00
0
N
0
W
O
N
O
N
N
O
O
N
O
N
N
O
N
N
_
M
In
N
N
N
N
W
ZN
m
v
n
co
0
N
CA
N
O
Y"i"1 w x
(x
U O
xz
i--i E oI ° L
o
z
0
Ea
W
0
PROJECT *:2079-002o DATE: 10/3/9
DRAWN BY: JAC CHECKED BY: JAC
TITLE
SHEET
SITE PLAN
C-2.0
'L J