SW1221002_Plansheet CL310.P2 - Grading/Drainage Plan_20230223

~2 Gresham Smith
77 V
r'>Q °\ \\ GS-NC P.C.
An Affiliate of Gresham Smith
\ ' UGE — — 1/GE ?7S(,
D23 i /V
4 / O\
� O
\ r�i ` r // �� '2132/ ° 0
2135 S 201 South u to 1950 College St.
I
N pg /2134 ' , \ ��F 7 2 1 ° °� Charlotte, NC 28244
_ 3 �
°� -- w— — I 2132132 1 ° ° 704.944.7970
o P • r'� I °
2IQ
131
I I r / / 2129- - i
CD 1)4
CD
8
D3 �• �� � �� ��9� � , -212�'' � �\ ,
o / I I I IN I III / I a
o `2127� 212 72j\ 2126' o
Gresham
2125 O\\\
' '
• ° D4 I I I I �� 2124 \ \ �° 21 Smith
25
D
/ \dhL D5 D' I I I I I �ry� �� 2122 2123 2\� �\2s1-0
1-0
/\
`'v
MI I I I� 2721_ - 2�2 �'23 ,2124
�
°
I /// \�\�I f I I NI I I I I N N D22119 �� 2�20\ \�'��`� 1,7 .
X I `
I I III I cw N z 2>>� �7 �' \ �° /
12130 1 I I I I Z z 8� ���\ �2a \° •
heville
REG IONAL AIRPORT
2150 2150 z° Asheville Regional
�I Airport
20' 0 20' 40'
Terminal
z N GRAPHIC SCALE Modernization
N 00
61 Terminal Drive Suite 1 M
co M N Fletcher, North Carolina 28732
.4N L T T
Nz 0
02/16/2022
°° z� z L L J + �
— — z N GS Project#: 43483.02
. U)
2145 N �' _ w 2145 2135 2135
�� o � � N
PROPOSED SURFACE (TYP.) M
M O — .N.4 N M
M N
O — '14: M N U)
T T EXISTING L T T N z 0 �_ 17 N N N60
SURFACE (TYP.) > > z w M N N H `\\\ •C:qR��/�'�ii
N M N Z Z 0 L Z W �� - 0 \_� S 9 /•°'/y/
M 17 '0 > > > � o N = SEAL 7: __
ao c) 0 z Z Z 0 o N _ '� 053149 �' =
\ + + - o � — J z_ J M 17 N _ 02/17/2&23
\ CO N N 4 M O M O 0') co
N N '•���
\ — — O O M N N M M > / ••Hv0
T T T T T L TD �' Z Z Z T T N T N z z O N O
\ I I N o � zzz 04 Z
d 2140 z 2140 2140 2140 2130 1 1 1 2130
z
M
NATHAN HUDGENS, PE
CY)
o I BIORETENTION SURFACE z NC 053149
L L � 00
REVISION
a T T T T T T T T T CD_
' \ 6" PVC ELEV- 2126.50 NO. DATE DESCRIPTION
1 + — - CN N 1 02/16/22 ISSUE FOR CONSTRUCTION
�
z 2 03/09/22 ADDENDUM 02
+ + + r t r > 3 03/28/22 ADDENDUM 03
N —
U 1 4 08/19/22 AGENCY COMMENTS
2135 2135 2135 2135 2125 2125
_ 5 11/02/22 AS 1 007
1 6 01/18/23 ASI011
95 T24„�Cp L J 7 02/17/23 AGENCY COMMENTS
M —f - - � - - @I1.00% _
—o - - - - - 1 - — —56L.F C@U + R fiO�jO —I—
+
-- — — 164 L.F. 24"RCI ° RCPI @ 1.00�'6
p - - _ �@1.00% L L L L
CV)°° TI S— — _T— — T L T T L L T T �T — —Z — — — — T 6" PERFORATED gd'
PVC UNDERDRAIN
@ 1% SLOPE
= 2123.15
a) �� CA
I I IE
\
v) 2130 2130 2130 2130 2120 2120
J
o
Q T T T 8 INCH SANITARY D.I.P. T L T T T ��
o
13 L.F. -24" RCP @ 5.00% \
o + � 4-
I I + STORM SEWER
- T PLAN & PROFILE
I I
2125 2125 2125 2125 2115 2115
2+50 2+00 1+50 1+00 0+50 0+00 -0+25 -0+25 0+00 0+50 1+00 0+50 0+00 -0+25
4I CL310mP2
w
D8-D4 PROFILE D23-D6 PROFILE D3-D2 PROFILE
SCALE H:1"=20'-, V:1"=2' SCALE H:1"=20'-, V:1"=2 SCALE H:1"=20'-, V:1"=2'
Q
�' STORM SEWER PLAN & PROFILE
1
O
CONSTRUCTION DOCUMENTS
I