HomeMy WebLinkAboutSW1221002_Plansheet CL308.P2 - Grading/Drainage Plan_20230223 PV w w w w
J
m -- — Gresham Smi-th
GS-NC P.C.
46 2145 - - - - _ _ - - — - - - - - _ —_ _ - - o o — � � - - - — � _ — 1 An Affiliate of Gresham Smith
21 ° v °
.D �D D° .o b D p9v .. vp v ° o .V ° .°. .v
D24 v 5 D14 D13 v. p v °>❑ > b O D
\ D p b by v D o vQ ° V • .� .• • D• �
D1 ° p p v v D12
V. D D � D �D � p e^ ° p v ° /
p o.
\ \\ � .v .'° ,
\ \ Ib , \ D. o b,, v D v b .. v D 'v DO ° ,'o v . , '/ v v v
v Dv °: D D D. v b ..O C .V°
201 South College St.
Suite 1950
Charlotte, NC 28244
704.944.7970
r
TERMINAL BUILDING CONNECTION
B1 1
D J /
_ _ Gresham
— Il � �f — r - -2147- � / •
Smith
II / w
A II • , / J
LL
— — — — — — — — — — — — — — — ❑ \ � N °j °j
/ 2 - � �
// • \ I of N N N N N O •
0Q° zzzz
s evi e
REG IONAL AIRPORT
\
Al /' • D \ 20' 0 20' 40'
❑ GRAPHIC SCALE Asheville Regional
A23 - —
Airport
Terminal
z 6 �, �, U, U, U, Modernization
U) U) w " w •� •� •� Z •� Z " � z " Z "
...... � ..U) M M 3 N .. N .. N .-... 00 .. bo 61 Terminal Drive Suite 1
°0 °0 °0 - 00 .. `' — I N `' CV `' lr) N `-' 60 `'
N r` o io 00 — o LO — �,� Fletcher, North Carolina 28732
� co " N — 0 (0 " N
M r— O r` O 00 O LO N M
(O °O N co M O 0q � N CN CN O CN CN ( O �LO co _ co M M
M M N � � 14- N � N � .4 N � � N � � N � M N � M N 02/16/2022
4 — .4 L6 r— LO r— L6 r— LO r— L6 r—
�
N Z Z_ Z_ 0 N Z ? 0 N D N z 0 N z 0 N z 0 CN Z_ 0 CN 0 GS Project#: 43483.02
C » » I� > > > I� > � » LO > > � » M � > > > Nam »
QI� Z Z Z Z m Z z Z m Z D Z Z D Z Z D Z Z D Z Z Z D Z Z
2150 2150 2150 2150
I
, 0 2 ,
- SEAL :
EXISTING I I I _ : 05314901/18/21Z23
SURFACE (TYP.) 2'•• `'
Q PROPOSED
CV) SURFACE (TYP.) 2145 2150 2150 2145 2145 2145
N U)
00 Z NATHAN HUDGENS, PE
CY)C\JQ) rt -1 7 - r- -I rt 128 C.F. L 12"H fi - fi - N °o
NC 053149
CJ
@ I -00% P �35 L.F. 1 12"HDpE @
— 1.0p M a; co
o 00 REVISION
'�'F - 04
— L — — — — — — — 12"HDPE @ 1 0% LO CO N NO. DATE DESCRIPTION
' — — — _
� � - � � -I M N Z Z_ 0 1 02/16/22 ISSUE FOR CONSTRUCTION
> > > 2 03/09/22 ADDENDUM 02
Z
_ _ — � - - - - - - - - — 3 03/28/22 ADDENDUM03
, R 0.54% -
� — f 43L.F. - 18' f RCP
4 08/19/22 AGENCY COMMENTS
2140 — — _ „ RCp 2 00 6 2140 2140 — — — — — — _ _ 159 I .F. - 181'RC 2140 2145 2145 5 1 o/z4/zz ASI oos
2 39�" — — � - - - - - ° 6 01/18/23 ASI011
- _ —
NAL
UBUILDING FACE
(10
00
M
a) - -
PVC @ �-00%
CL 2135 2135 2135 2135 2140 2140
J
p INV OUT: 2139.25 (15") S
O � I
U � �
0
i
O
N STORM SEWER
0
M PLAN & PROFILE
M
2130 2130 2130 2130 2135 2135
-0+25 0+00 0+50 1+00 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 0+40 0+00 -0+25 CL308 - P2
B2-A21 PROFILE D24-D12 PROFILE TERMINAL-D13 PROFILE
000�
SCALE H:1"=20'-, V:1"=2' SCALE H:1"=20'-, V:1"=2' SCALE H:1"=20'-, V:1"=2'
�' STORM SEWER PLAN & PROFILE
1
O
CONSTRUCTION DOCUMENTS
I