HomeMy WebLinkAboutNCC215090_Site Plan or Location Map_20210909SITE PLAN GENERAL NOTES:
1. ALL DIMENSIONS ARE TO EDGE OF GRAVEL, OR FACE OF
BUILDING UNLESS OTHERWISE NOTED. ALL RADII ARE TO
EDGE OF GRAVEL.
2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN
ACCORDANCE WITH TOWN AND STATE STANDARDS.
3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED
TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO
PROCEEDING WITH WORK.
4. PRIOR TO BEGINNING ANY DEMOLITION, GRADING OR
CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY
THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED FROM ALL REGULATORY AUTHORITIES.
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
DIMENSIONS.
7. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
8. CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT
MARKINGS AS SHOWN ON THE PLANS.
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT
PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
ISSUED BY THE U.S. DEPARTMENT OF LABOR.
10. REFER TO SHEET C-2.1 FOR GRAVEUABC STONE SECTIONS
11. ADDRESS SIGNAGE REQUIRED.
12. MAINTAIN FIRE DEPARTMENT ACCESS ROAD OF 20 FT.
SITE INFORMATION
OWNER: CITY OF LEXINGTON
PROPOSED USE: SUBSTATION SITE
APPROXIMATE ADDRESS: 717 COMMUNITY ROAD
LEXINGTON, NC 27295
PARCEL #: A PORTION OF 6810-04-83-9326
SITE AREA: 1.87 AC
ZONING: RA3 (SPECIAL USE PERMIT)
DEED BOOK/PAGE: DB-2003 PG-0000
LAND DEVELOPMENT DATA
TOTAL LOT SIZE:
IMPERVIOUS AREA EXISTING:
ADDITIONAL IMPERVIOUS AREA PROPOSED
TOTAL IMPERVIOUS AREA:
INSIDE FLOODWAY:
INSIDE 100 YEAR FLOODPLAIN:
INSIDE 500 YEAR FLOODPLAIN:
SITE DATA
UTILITIES
NO WATER OR SEWER CONNECTIONS PROPOSED
LANDSCAPING NOTES:
1. All work shall be in accordance with the current edition of the ANSI A300 Standard
for Tree, Shrub, and other Woody Plant Management -Standard Practices.
2. All plant stock shall comply with the current edition of ANSI Z60.1 American
Standard for Nursery Stock.
3. Height and width of plant material supersedes container size.
4. Utilities shall be located before planting. www.nc811.org.
5. Planting locations will be adjusted to provide sufficient space for utilities,
easements, street lighting, traffic signs, and sight triangles. 3' clearance around all
sides of fire hydrants and utility appurtenances. On public streets, no trees shall be
planted within 75' of approaching a stop sign. No plants or signs over 2' tall within
site triangles.
6. Any proposed redesign of the approved planting plan or plant species substitutions
shall be approved by ESP ASSOCIATES, INC.
15' CLASS'B' BUFFER PLANTING REQUIREMENTS:
-1 CANOPY TREE' (PER 150')
-4 UNDERSTORY TREE" (PER 100')
-5 EVERGREEN SHRUBS— (PER 100')
LANDSCAPING DESIGN AND MAINTENANCE STANDARDS
PLANT SPECIES. SPECIES USED IN REQUIRED PLANTING
AREA SHALL BE OF A LOCALLY ADAPTED NATURE, OR
APPEAR ON THE LIST OF RECOMMENDED PLANT SPECIES IN
THE APPENDIX. OTHER SPECIES MAY BE APPROVED BY THE
ZONING ADMINISTRATOR.
DIMENSION OF PLANTING AREAS. ANY PLANTING AREA
CONTAINING CANOPY TREES, INCLUDING THOSE LOCATED IN
PARKING LOTS, SHALL HAVE A MINIMUM INSIDE DIMENSION
OF SEVEN (7) FEET AND BE AT LEAST TWO HUNDRED (200)
SQUARE FEET IN AREA.
GROUPING. FOR THE TYPE A, B AND C PLANTING YARDS,
SHRUBS AND TREES MAY BE GROUPED OR CLUSTERED FOR
UP TO FIFTY (50%) PERCENT OF EACH REQUIRED PLANT
MATERIAL. THE REMAINDER OF THE PLANT MATERIAL SHALL
BE DISTRIBUTED THROUGHOUT THE PLANTING YARD. THERE
SHALL BE AT LEAST ONE (1) ROW OF EVERGREEN SHRUBS OR
EVERGREEN UNDERSTORY TREES IN ALL TYPE A PLANTING
YARDS
SUGGESTED PLANTINGS
LANDSCAPING SCHEDULE
0
CANOPY TREE
WILLOW OAK
=
TOTAL 10
RED MAPLE
SUGAR MAPLE
RIVER BURCH
UNDERSTORY TREE
YELLOWWOOD
TOTAL 41 =
YOSHINO CHERRY
SAUCER MAGNOLIA
AMER HOLLY
®
EVERGREEN SHRUB
JAPANESE HOLLY
TOTAL = 51
JUNIPER
MUGO PINE
DWARF BURFORD HOLLY
1.87 ACRES
0.079 ACRES (4.22%)
1.080 ACRES (57.75%)
1.159 ACRES (61.98%)
NO
NO
CONSULTING FIRM
SOUTHEASTERN CONSULTING ENGINEERS, INC
PO BOX 240436
CHARLOTTE, NC 28224
CONTACT: JEREMY R FURR, PE
PHONE: 704-523-6045
CIVIL ENGINEER
LEGEND
PROP. GRAVEL/ABC STONE
PROP. SCM EASEMENT
ESP ASSOCIATES, INC.
20484 CHARTWELL CENTER DRIVE, SUITE D
CORNELIUS, NC 28031 PROP. PERIMETER BUFFER
CONTACT: DAN E. BREWER
PHONE: 704-990-9428
PROP. STORM DRAINAGE EASEMENT
EXIST. GENERAL PURPOSE
UTILITY EASEMENT
NO
\0/-/ / \
�oN /
\0
ON \ ,
0/-/ \
ON\O \ \
\N0 \ v N\ON \
\NOS \ON \
NO \ON
\N0\ \OH \
\ \NO N\\\Oly \
ON
° \ 40 0 0/ / o
\NO 4 ci ON
N \ON
\
\N0 \ 0400
ON
\N0� \ �40 O/H
N NO\NO � 0
N
l 70• \ \NOON
68' DUKE POWER / \ 0\N \
EASEMENT
\NO
18' EDGE OF GRAVEL EXTENDS V-0" W H 30' ACCESS NO
SETBACK BEYOND OF CHAIN LINK FENCE o
PROPOSED PROPERTY
BOUNDARY
M1��� �♦� ������i.���� �E .III �- l�•j"��
18,
SETBACK
rn
PROPOSED 20'
ACCESS GATE
PROPOSED
SUBSTATION SITE
172' -
_ x --
PROPOSED 20'
ACCESS GATE
F�
PROPOSED15'STORM TCE \
DRAIN EASEMENT
15' TEMP T��o
CONSTRUCTION /
EASEMENT
\ \NO
�No
\No
N0�
A EXISTING GRAVEL DRIVE TO BE /
CLASS B �t� \ \ REPLACED WHERE OVERLAPPING
15.00' BUFFER WITH PROPOSED DRIVE /
(TYP.) \ \ \
N/F
NIFONG VERGE EDWARD JR
DB 2003 PG 0000
PIN 6810-04-83-9326 CIO \
PROPOSED15'STORM ®
DRAIN EASEMENT
U
0
a� o
U
N U o
U� C N co-,
r 7 U
v�J �� Q pO
O � Z W U)
N0 Q
UU)
.3rn
U_ N
Ov c0 N C O J �i
W Ncn0-Z 3
co
�T
SITE
ENTERPRISE PT
VICINITY MAP
NOT TO SCALE
\
\ \
\
\
60' GENERAL PURPOSE
UTILITY EASEMENT
\
/
EXISTING CULVERTS
TO BE REMOVED \ \ �° N
A
Colo
�° 7—R25' / �0 /,
\ PROPOSED SIGHT
\ \ DISTANCE. SEE SHEET
\ C-2.2 FOR THE PROFILE o
m
z
0
Ln
w
rr
w
a
0
O
z
` `i
�. CARoC/
LICENSE NO. -
F-1407
xx �N
U
Z
O
Z
U
Z
O
Z
O
_
N
0
0
Z
V
to
O
11-
cD
z
Z
X
LU
_J
J
U
p
Q
Q
Z
O
W
Z
W
W
r
C9
Q
�
Z
W
Z
Z
Z
H
J
W
Z
MU
O
_
O
W
LLI
H
N
Q
W
2
H
N
100, PROJECT INFORMATION
PROJECT MANAGER: DEB
GRAPHIC SCALE DESIGNED BY: JWF
40' 0 20' 40' 80' 160' DRAWN BY: MSS
PROJECT NUMBER: IV18.400
ORIGINAL DATE: TBD
Know what's below.
Call before you dig.
( IN FEET)
1 inch = 40 ft.
SHEET:
C-2.0