HomeMy WebLinkAboutSW1210902_Plansheet C1.0 - Proposed Conditions/Site Plan_20211124J
W
ry
Q
w
z
c�
w
w
m
0
N
O
N
CN
r�
0
w
0
J
I1
z
O
zo
Oz
Q0
> U
mo
O LJ
-cn
zo
IZ
Y O
O Ir
Oa_
m
0
� N
J U
W
L�
W
W�
CD Q
Q j
Z Y
Q tY
O
3�:I
w3:
O,
Ir
W U
PROJECT DATA BLOCK NOTES: PAVEMENT SCHEDULE
OWNER/SELLER CAROLINAS LLC. 1. ALL DIMENSIONS ARE MEASURED FROM FACE OF CURB AND FACE OF BUILDING UNLESS INDICATED OTHERWISE. A 2 ° 5/0/6
DUKE ENERGY
550 SOUTH TRYON STREET 2. ALL ANGLES ARE 90 DEGREES UNLESS INDICATED OTHERWISE.
CHARLOTTE, NC 28202
3. ALL ASPHALT STRIPING SHOWN ON PLAN SHALL BE WHITE UNLESS INDICATED OTHERWISE.
DEVELOPER/BUYER MINKLES DAVID GIBBONS POINTE II LLC. 4. DO NOT SCALE FROM PLAN. A 4/0/8
7 CHERRYWOOD ROAD
LOCUST VALLEY, NY 11560 5. PROVIDE ACCESSIBLE PARKING SIGNAGE AT EACH HANDICAP ACCESSIBLE SPACE SHOWN ON THE PLAN. REFER
TO TOLERANCES ON SHEET C2.1 FOR ACCEPTABLE ACCESSIBLE ROUTES.
PERMIT NUMBER NOT YET ASSIGNED C 4/6
6. BURY ALL WATER MAINS WITH 3' OF COVER FROM PROPOSED FINISHED GRADE.
PROJECT LOCATION MILLS RIVER, NORTH CAROLINA
7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH RECORD SURVEY DATA INDICATING; LOCATIONS AND
COUNTY HENDERSON COUNTY INVERT ELEVATIONS OF ALL NEW AND MODIFIED SITE UTILITIES, FINAL PAVEMENT GRADES, BUILDING FLOOR C 6/6
ELEVATIONS, AND SIDEWALK ELEVATIONS.
PID 9642-18-7974
8. NCDOT STANDARD DETAILS, WHEN REFERENCED ON THESE PLANS, SHALL BE CONSIDERED PART OF THIS PLAN
SITE COORDINATES LAT:35.425583 LONG:-82.554972 SET. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND CONFORMANCE TO THE SAME.
PROPERTY SIZE 9642-18-7974 MINUS DUKE AREA 9. A KEY BOX APPROVED BY MILLS RIVER FIRE AND RESCUE WILL BE INSTALLED PRIOR TO ISSUING A
TOTAL: 25.07 ACRES CERTIFICATE OF OCCUPANCY.
STREAM DISTURBANCES 88.4 LF 10. WASTE CONTAINMENT SCREENING, LOCATION AND SCREENING TO BE DETERMINED BY FUTURE TENANT, AND /Fw
APPROVAL FROM THE TOWN OF MILLS RIVER RESPONSIBILITY OF FUTURE TENANT. Fw
SOILS TYPE BaB, BRADSON GRAVELLY LOAM, 2-7% SLOPES
Cu, COMUS (COLVARD) FINE SANDY LOAM 11. STREAM DELINEATION DETERMINATION BY HDR INC.
EnB, ELSINBORO LOAM, 0-3% SLOPES
Ro, ROSMAN LOAM I,
BUILT UPON AREA 5.13 AC, 223,399 SF (19.96%)
END C&G I I
BUILDING SETBACKS 60' FRONT (OFF OTHER STREETS) R30.0'
15' SIDE P
20' BACK �N
/ S1
BUILDING DIMENSIONS 260'x460' = 119,600 SF
w w
LIGHTING REQUIREMENTS TO BE PROVIDED BY DUKE ENERGY I ' O+
TOWNSHIP MILLS RIVER
30" C&G INSIDE DOT /
SEE DETAIL ON
EXISTING ZONING MR-LI ROW, SHEET C1.1 ' '
I A R20.0 R4.0' R4.0'
DISTURBED AREA 7.09 ACRES I
WATERSHED FRENCH BROAD w I i
USACE / NCDEQ YES 88.4 LF EXISTING TRANSITION TO 18" C&G AT
PERMITS REQUIRED STREAM CROSSING POINT OF TANGENCY, SEE
I II R30.0' DETAIL ON SHEET C1.1
w
END C&G
21.3'
1 1
1
1
LEGEND: 'I
wLl
�o
PROPOSED HEAVY DUTY ASPHALT I 1
A 4/0/8 I AT GRADE
OVERHEAD DOOR
1 i
� � IPROPOSED CONCRETE TRUCK APRON or
C 6/6 w i
PROPOSED STANDARD DUTY ASPHALT
A 2.5/0/6
~ I
PROPOSED CONCRETE WALK w
' C 4/6
� � I
I
DISTRIBUTION LINE EASEMENT P I
``' '
� � I
ADA RAMP I
STATE OF NORTH CAROLINA
PIN: 9632997712 ' 4.0'
DI3 374 PG 28 I
s
1
w � J� �IR
� I
11
w
SIGN LEGEND:
ON
STOP
R1-1
18"x18"
Do NOT
0
EWER
R5-1
30"x3O"
If F No. 1405 s
p,�1�/�s�zr
Know what's below.
Call before you dig.
S3
NO
sa PARKING
30 15 0 30 60
SCALE IN FEET
w
c
w
COORDINATE WITH A DUKE ENERGY
REPRESENTATIVE BEFORE CONDUCTING
ANY WORK WITHIN THEIR EASEMENT. ALL
CONSTRUCTION MUST BE REVIEWED AND
APPROVED BY THEM, AND MUST ADHERE
TO THE DISTRIBUTION LINE EASEMENT
RESTRICTIONS GUIDELINE.
w '
w
W
FUTURE LOCATION OF DUKE ENERGY
DISTRIBUTION LINES AND POLES
w
S47°25'57"W 36.67'
w
w
S47° 12'56"W 30.09,
w
W
SS MH #49-481 461 �
RIM=2069.00'
INV=2065.20'
Q'
.
U
m
W I
T
V I
e
O I
co
I
I
I
c
I
�
�
r
IO
1
i
N
C
3
0 '
_t c III) I
1
c9 ' IR
-I
C �-
R6.0
c' R6.0
IR
G
c 35 0P 12
0
0
55.0'
2.5" S9.5-A "SUPERPAVE" OVER ABC, 6" COMPACTED DEPTH.
(INSTALLED AND COMPACTED TO NCDOT SPECIFICATIONS)
4" S9.5-A "SUPERPAVE" OVER ABC, 8" COMPACTED DEPTH.
(INSTALLED AND COMPACTED TO NCDOT SPECIFICATIONS)
4" 4,000 PSI CONCRETE OVER ABC, 6" COMPACTED DEPTH.
REINFORCE WITH 6" X 6" /W1.4 X W1.4 WWM
6" 4,000 PSI CONCRETE OVER ABC, 6" COMPACTED DEPTH.
REINFORCE WITH 6" X 6" /W2.9 X W2.9 WWM
3.3'
LOADING DOCK
DOOR; (TYP)
R 100.0'
R4.0'
ACCESSIBILITY
PARKING, RAMPS, AND
SIGNAGE, SEE DETAIL
ON SHEET C1.1
.5'
R4.0'
irmvof-
AMA
10,10
OFF-STREET PARKING
EXISTING SITE
N/A
TOWN ORDINANCE
1 SPACE/2 EMPLOYEES AT MAX ON A SINGLE
REQUIREMENT
SHIFT, PLUS 1 SPACE FOR EACH COMPANY
VEHICLE OPERATING FROM THE PREMISES
PROPOSED OCCUPANTS
5 - EMPLOYEES MAX ON SINGLE SHIFT
0 - COMPANY VEHICLES OPERATING FROM
PREMISES
PROPOSED SITE
65 - PARKING SPACES
3 - ADA ACCESSIBLE SPACES
TOTAL PARKING AREA = 97,872 SF
R4.0"X/ / //-,R4.0'
AT GRADE L ROOF DOWNSPOUTS;
OVERHEAD DOOR (TYP). REFER TO
ARCHITECTURAL PLANS
461.3'
.MMR
160.0'
24.0
ACCESSIBILITY
PARKING, RAMPS, AND
SIGNAGE, SEE DETAIL
ON SHEET C1.1
O
O
LO
.• • eg
18" CURB AND
GUTTER, SEE DETAIL
ON SHEET C1.1
R4.0' !�-/ / //-/- R 12.0'
c9�
AT GRADE
OVERHEAD DOOR
25.5'
R 15.0'
I
I
I
I
I
I
I
I
I
I
R54.0'
END C&G
I
I
I
I
S2
I
I
I
I
I
I
I
I Y
U I
m
I
Iw
U)
� I
I
I �
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
IR
I
I
I
I
Ar
I
IR
I
I
PROPOSED
ENTRY ON DUKE
ENERGY SITE
I
157.0' I /
•
IR
-O
END C&G
D C&GO
N
T�
•
S35°2
�U
4981TP 2'32"E
'
IR
O
(6
T
T .
S33°58'4
IL6
"IR
UT-UT�UT __UT
8" PVC
S1
89
7�51
8 PVC
�
UT UT�UT
UT U
UT-LjT-UTUT
UT
IT
UT UT UT UT UT UT UT UT UT UT UT_�
PK
�� S S M H 49 �B�uT
uT uT uT
Q RIM=2068.14' UT�UT-UT-UT-UT-
LAT: 35.425583 - T
UT T
UT UT UT UT UT UT UT UT UT UT UT UT UT
Cb
INV=2060.50'
LONG:-82.554972
30"
C&G INSIDE DOT ROW,
TYP.
EACH SIDE OF DRIVE.
- ----------- - - - --
SEE
DETAIL ON SHEET C1.1 D
G G
G G GAG
--------------------------
G
- - - - - - - -
- - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -
0-
_
G G
G G G G G G
G G
G G G G G G G G G G G G G GAA G
`ILU UT
U
UT UT�UT uT uT
-uT UT
UT UT UT
a nn/a nn/a M/a a
c�
�o
UT UT
7L7
UT
7=INIr
HYDRANIT
Ir
Ir
QQm
N
O
N
CD
N
O
I
O
z
z
o
z
Q
w
w
�
z
Of
C)
O
O
O
U
z
w
-
00f
w
U)
U
w0
Q
w
I
Of
O
U)
w
z
w
w
D
O
0
U
w
�
w
O
cn
�
N
N
o�
IW
o
Q
\
\
o
0
CO
w
co
O
O ii
CD
U
a� E
1)c
N
U) 0 1J au)z .
m J i
L
� -�i m o
> c' 0 3
O N O
co n � O 2i
LoQ00�
W
LO
00
z
H�
�
~
W
�
w
N�
a
�Zc
I�
�0E-I�_
H
<111
a
I���j-!
�
^
' ' '
E
q
0
W
-1
I4
w
Q
~
~
O
0
r�
O
O
M�
W
M�
W
ISSUED FOR: DATE: BY: Z_
REVIEW 08/30/21 RDH
REVIEW 10/08/21 RDH w
REVIEW 11/15/21 RDH Z
0
n
0
Q
CD
m
m
JOB NO.
NK2001 .01 A CT I
SHEET CD
E
C1.0
0
O