SW1221002_Plansheet CL301B2.P2 - Grading/Drainage Plan_20230223

zzz
/ PROPOSED TERMINAL LEGEND
- - BUILDING FFE = 2146.08 - - PROPERTY LINE
�\ \--\L�- BUILDING LINE
Gresham Smi-
th
STRUCTURE A23 TO BE INSTALLED WITH SOLID LID —
—2145— - EXISTING MAJOR CONTOUR GS-NC P.C.
W An Affiliate of Gresham Smith
A22 O - — -2146- — - EXISTING MINOR CONTOUR
/
Z � N ;- N O Q - CD °J °J
\ "i d' M co co 2145 MAJOR CONTOUR
\ N AC
N N N N
\\ a0 > > > > / 2145 — 2146 MINOR CONTOUR 201 South College St.
c� � zzzz
120 L.F. - 24" RCP @ 1.00% Suite 1950
RETAINING WALL NC 28244
7 \ D22 6 - - - - - - -
Charlotte,
RIM:2139.78 � STORM PIPE 704.944.7970
IE = 2135.30 _ _
SEE PLUMBING PLANS — — — — — — — — HEADWALL
— — — — FOR CONTINUATION
OF STORM LINE 1 / �2143- ST STORM MANHOLE
---------� ____________ ===—=—=—====:_----- ___ ___ __ i
—�— —�- ------------------- —————————————— -- ____ — CATCH BASIN
34 L.F. - 15" PVC @ 1.00% COMBINATION INLET
REFER TO AIRSIDE CIVIL PLANS ® STORM CLEANOUT
FOR PROPOSED GRADING AND
SURROUNDING IMPROVEMENTS. A4 A5 STRUCTURE LABEL
\� \�� PROPOSEDOD DRAWINGS ALL FINAL PRIOR O RIM 2139.00 Gresham
9, SPOT ELEVATION
CONSTRUCTION. SmithI i 2139.00 (F)\ FLUSH ELEVATION
\ I MATCH EXISTING FINISH
2139.00 M.E.F.G.( GRADE ELEVATION
198.80 -TOPOFCURB
198.30 -BOTTOM OF CURBLu CURB ELEVATION
C) � � TW: 2139.50 -TOP OF WALL
WALL ELEVATION
—"r' � couioo FG (E): 2139.0�
_Z Ch c- c- FINISH GRADE
a N N N N N N FIG(W): 2137.00 AT WALL
REFER TO AIRSIDE CIVIL PLANS FOR O > > > > > FLOW ARROW
WORK TO BE COMPLETED IN THIS AREA \
o � zzzzz heville
H.P. HIGH POINT REGIONAL AIRPORT
I L.P. LOW POINT
NOTE:
Asheville Regional
�
Airport
I � 1. CONTRACTOR TO COORDINATE I Te rm fi n Terminal UNDERGROUND UTILITIES TO BE A MINIMUM OF
3 INCHES CLEAR BELOW THE BASE OF THE Modernization
GRADE BEAMS WHEN PASSING UNDERNEATH.
2. NO UTILITY LINES SHALL PENETRATE THE
61 Terminal Drive Suite 1
FOOTING AT THE CENTRAL ENERGY PLANT Fletcher, North Carolina 28732
EXCEPT FUEL LINES.
3. CONTRACTOR TO COORDINATE ALL
UNDERGROUND UTILITY ROUTINGS. UTILITIES 02/16/2022
SHALL BE KEPT A MINIMUM OF 12 INCHES
CLEAR FROM ALL FOUNDATIONS IN PLAN. GS Project#: 43483.02
/
REFER TO AIRSIDE CIVIL PLANS FOR
WORK TO BE COMPLETED IN THIS AREA
CARD '%.
PROJECT // / // a SEAL
/ 053149
BOUNDARY // / // = 10/2'4/2z
00
M // /�,� // / NATHAN HUDGENS, E
NC 053149
N /// / // // / REVISION
NO. DATE DESCRIPTION�
/ rLN / / 1 02/16/22 ISSUE FOR CONSTRUCTION
2 03/09/22 ADDENDUM 02
3 03/28/22 ADDENDUM 03
4 05/02/22 AGENCY COMMENTS
N tK // / 5 06/28/22 AS 1 005
/
6 08/19/22 AGENCY COMMENTS
2) 7 10/24/22 AS 1 006
o00
M
N
CL
o
o
20' 0 20' 40'
GRAPHIC SCALE GRADING &
°M° KEYPLAN DRAINAGE PLAN
1*
co — — — — — — — — — — —
I
�I Al ' A2 ' A3
CL301 B2 . P2
�0 - - - - -i - - - - - i- - - - -
Q
���NG & DRAINAGE PLAN B1 B2 B3
O
CONSTRUCTION DOCUMENTS
I