HomeMy WebLinkAboutNCC213654_Site Plan or Location Map_20210707n
Z
Z
m
n
M
>
O
Cr
m
m
M
O
m
W
Cr
U
°
0
D
0
U
N
m
VILLAGE RD
CHARLOTTE
llS 74A
n Z
y C w
M n m
m = A
Z
m o
SITE
Q
0
°
GPRNG��o�ROPD
Sv �
J
J
I
VICINITY MAP
PROJECT NAME: PROJECT SIZE:
AMBIENT HILLS DRIVE ACCESS Approximate Acreage: 19.67 Ac
Buncombe County Temporary/Current Disturbance Area: 1.21 Ac
PROPERTY PIN: 9695961766
LATITUDE: 35.507070 ° N
LONGITUDE:-82.3647400 W
IMPERVIOUS SURFACE: 2% of site (low density
development)
All jurisdictional waters are shown on plans.
All aspects of work shall be performed in accordance with all applicable local, state, and federal
regulations Dertainine to worker safetv.
PROPOSED 1.5" ASPHALT CONCRETE SURFACE
COURSE, TYPE SF9.5A
PROPOSED 2.5" ASPHALT CONCRETE
INTERMEDIATE COURSE, TYPE 119.013
TACK COAT
47__0rZZ
-
�o—
PRIME COAT
EXTEND BASE COURSE 6"
BEYOND EDGE OF ASPHALT
8" AGGREGATE BASE COURSE (TYPE "ABC")
12" COMPACTED SUBGRADE
TO 95% ASTM D 698, (TYP.)
NOTES:
1. ALL PAVING WORKMANSHIPAN D MATERIALS SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF D. 0. T. STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
2. ALL ASPHALT PAVEMENT AND STONE BASE THICKNESS SPECIFIED SHALL BE AFTER
COMPACTION.
3. SUBGRADE AND STONE BASE SHALL BE MECHANICALLY COMPACTED (ROLLED) TO
THE DENSITY OF NATURAL AND UNDISTURBED SOILS (APPROX. 95% OF THE MAXIMUM
DENSITY IN ACCORDANCE WITH ASTM D698, MODIFIED PROCTOR.).
4. PAVEMENT SECTION FOR PAVING UP TO NCDOT RIGHT OF WAY LIMIT.
ASPHALT PAVING
zz,/.'�%ii :2.23 Ah I
__ ___�;�_�
ase Ac
>
1\\\ \
INSET
,3.50
NOTES & GENERAL SPECIFICATIONS
GENERAL:
1. Locate all utilities prior to digging.
2. During installation, the contractor shall notify Equinox or owner of
any conditions which may be harmful to plant life, such as
hazardous materials, etc. Equinox shall make recommendations
to address the specific situation.
3. Where conflicts occur between notes, drawings, or specifications,
the contractor shalt not proceed with the affected work until the
landscape architect issues a clarification.
CONSTRUCTION:
4. Contractor shalt be responsible for providing all applicable
building permits, labor, materials, and equipment required to
perform the specified work.
5. All aspects of work shall be performed in accordance with all
applicable local, state, and federal regulations pertaining to
worker safety.
6. All paving materials and workmanship shall be in accordance with
the latest edition of the State's DOT "Standard Specifications for
Roads and Structures."
7. Ground surface shall be shaped to provide positive drainage.
8. Contractorshall coordinate all site activities with Equinox or
designated representative. Contractor shalt be responsible for
I
I
I
/
I
I
I
/
I
I
I \
I
I
I
I
coordinating delivery, storage and handling of all materials
required for the project.
9. All disturbed areas shall be stabilized within 14 working days
following completion of land disturbing activities. If there is more
stringent soil stabilization guidelines put in place by local, county,
state or federal agencies or called for based on permit
requirements then the more stringent guidelines shall control and
govern on the Project.
10. Contractorshall remove and dispose of all spoil material off of the
Owner's property in compliance with all Federal, State, and Local
environmental laws and regulations at the pre -determined landfill
site. Landfill fees shall be included in the contractor's project
fee. This includes all surplus soil material, unsuitable topsoil, rock,
obstructions, demolished materials and waste materials (including
trash and debris).
GRADING:
11. All spot grades and contours show finish grade.
12. All cut slopes and fill slopes to be 2:1 and 3:1 respectively unless
otherwise indicated.
13. conform to the American Concrete Institute Committee 318,
Section 7.7, unless noted otherwise.
I ,
,
RIGHT-OF-WAY %
/
/
L-FIRE TRUCK TURNAROUND '
LOT
'' \��, FUTURE PRIVATE DRIVE TO LOT 1 %
2_.25 f
liil i I � I
Ililii i iI _4A
I
I \\
/ 1 I'----- - ------ - -�- - - - - ----
\ ----- --
-------
EXISTING R//
, I
' (P i
NEW PROPOSED R/W
' (CURVES TO FOLLOW I I
PROPERTY LINE) `
/ I
LEGEND
RIGHT-OF-WAY
LIMITS OF DISTURBANCE"—
\ PIPE 1 ■ f�
CONTOURS (4')
\
\
` 0 20' 40'
Scale
N
0
0
0
0
0
o
C'4
O
51
00
N
m
>,
CO
CD
C14
co
oo
O
3:
U
Qj
N
N
s
M
cn
—i
0
0
U
0
CD
CD
M
_
O
Oo
cV
00
o
r
N
L
Z
W
0
0
N
Ln
00
3
co
V)
Q
�o
M
Ln
IE
rq
�
M
rq
00
s
CL
cB
O
Z
U
to
J
i
O
_
�
Z
N
LU
�
F_
a
`U
Vertical Scale:
N/A
Horizontal Scale:
40'
Sheet No.: