SW1221002_Plansheet CL301A2.P2 - Grading/Drainage Plan_20230223

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LEGEND
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Gresham Smi th
- -2145- - EXISTING MAJOR CONTOUR GS-NC P.C.
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- - -2146- - - EXISTING MINOR CONTOURAn Affiliate of Gresham Smith
\\ \\ \ o 1 2145 MAJOR CONTOUR
\\ \\ \\ UGE \ GE j a
/ I 2146 MINOR CONTOUR
\ \ \ @ I \ 201 South College St.
\\\ \\\ \ \\\ \ I® i RETAINING WALL Charlotte,Suite
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NC 28244
\\ \\ \ W W \ @ ° - - - - - - - STORM PIPE 704.944.7970
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@ HEADWALL
STORM MANHOLE
\ \ \ 0 CATCH BASIN
-11\\ \\ \ I I COMBINATION INLET
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STORM CLEANOUT
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\\\ \\ \\ \ \ \ I @ I RIM:2139 00 A5 STRUCTURE LABEL
2139.00 SPOT ELEVATION Gresham
3a)
° 2139.00 (F) Smith
� I � FLUSH ELEVATION
\\ \\ \\ \ I @ MATCH EXISTING FINISH
\ \\ \\ ® 2139.00 M.E.F.G.( GRADE ELEVATION
\ \
i 198.80 ^TOP OF CURB CURB ELEVATION
\\ \\ CQ \ \�74 I i 1 98.30 BOTTOM OF CURB
\ \ FpC-0` F � ° TW: 2139.50 ^TOPOFWALL /
\ \ N \ -----FOC----- I WALL ELEVATION
\ �� I \ I FG (E): 2139.0�`RMN HORADE
7Q cV I / @ ° _ _ FG(W): 2137.00 \\xx..�/ AT WALL
\\ ��� - @ @ / o I FLOW ARROW
@ sheville
H.P. HIGH POINT REG IONAL AIRPORT
L.P. LOW POINT
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\\\ \\\ - - - - - -�� - - - - - - - - - - - - - c�\ UGE - E - -- - r Asheville Regional
NOTE: Airport
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1. CONTRACTOR TO COORDINATE Terminal
UNDERGROUND UTILITIES TO BE A MINIMUM OF
NN ° Modernization
��� �/� � i/�� 3 INCHES CLEAR BELOW THE BASE OF THE
GRADE BEAMS WHEN PASSING UNDERNEATH.
N 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.
\\ Z Q Q 3. CONTRACTOR TO COORDINATE ALL
- o a o 02/16/2022
\ - - U I U UNDERGROUND UTILITY ROUTINGS. UTILITIES
SHALL BE KEPT A MINIMUM OF 12 INCHES
\ _ UG o .^� I @ �, GS Project#: 43483.02
�QQ _ _ _ ^rn� o CLEAR FROM ALL FOUNDATIONS IN PLAN.
LL 6E Lo-o-o o ^ �t
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\\ EXISTING STRUCTURE TO BE SHIFTED TO EDGE OF SPEED "a m �r �, i, N
\ TABLE TRANSITION RAMP. CONTRACTOR TO VERIFY AND _ - ����. I C �, ';-Z'
MAINTAIN SLOPES AND SIZES OF EXISTING STORM LINES. z Z I I �, ¢ o >j \ CARO'�/
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3 a W - - / \ / _ O I CO d N - a 053149
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60
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J d"' ¢ Z _ N EXISTING STRUCTURE TO BE SHIFTED TO EDGE OF SPEED I-,
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CQ °^� z - 0 o TABLE TRANSITION RAMP. CONTRACTOR TO VERIFY AND a `�'
00 `t N N ?�6 ° `�' Z m N @ MAINTAIN SLOPES AND SIZES OF EXISTING STORM LINES. ° o > �\
3 = Nz� oa = <- � ~ ? �� PROJECT
CL - - tea " � oz U `�' ?
0 - - - - - - 214 - W @ w - ° - �2145TJGE BOUNDARY
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/ ° ° X �@ @ @ @ @ @ i ° 2145.35 F 145.95
cV - x x x x x x x x 2145.60 F ( ) 1 2145.40 1 NATHAN HUDGENS, E
M - _ @ , � j ( ) - -1�n ° ° 2145.20 2145.35 2145.53 1 ° ,
@ �2144.75 2144.79 ® @ @� @ @ @ ® ® @ @ 2145.61 �j 2145.35 2144.90 1 n ° 2144.70 ' NC 053149
@ @ @ @ @ri1 t�j @ @� @� @ @ @ ® ® 2144.85 2145.50 (F) 2145.03
cV �2145 2144.25 2144.79 (F) 2144.29 M.E.F.G. - 2145.11 - - 2144.85 - - - - - 2144.30 - M.E.F.G. M.E.F.G.
N -. - -. ..-.-.-. -.-.-.-.-.-. -.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.
2145- - - - -
� _ _ _ _ _ _ _ - - - -2145 - - - REVISION
N = _ _ _ - _ - - - - - - - � 1 i/ 2145.32 (F) 2145.49
O , 2144.33 M.E.F.G. 2144.73(F) 2144.11 M.E.F.G. 1 2145.63 1 45� 1 �
N 2145.13 EX14 �21 �2>45 M.E.F.G. cn 12144.99 NO. DATE DESCRIPTION
EX15 - 1
N- N 1 02/16/22 ISSUE FOR CONSTRUCTION
PROJECT 3 T 2145 J - 1p5 1 / - -
/ 1 1 2 03/09/22 ADDENDUM 02
o BOUNDARY
2145.31 M.E.F.G. - // 3 03/28/22 ADDENDUM 03
N ' // 2145.33 M.E.F.G. 4 05/02/22 AGENCY COMMENTS
_ _ _ _ _ 2144.67 M.E.F.G. 2144.59 M.E.F.G.
2145.33 M.E.F.G. / 2145.34 M.E.F.G.
- � / 5 06/28/22 AS1005
vv S 6 08/19/22 AGENCY COMMENTS
2145.60 2145.93(F) -� � 2145.86 (F) 2145.89
2145.61 (F) .2145.61- 2145.94 2145.93 2145.41 (F) 2145.40 (F) W E� 7 10/24/22 AS1006
_ UeE -2145.86 2145.39
2145.11 2145.44 2145.94(F) 2145.43 2145.83(F)
� 2145.10 2145.60 (F) 2145.19 (F) 2145.21 (F) 2145.36
2145.70 q °2145.87 D 7 Dv D11
N ° v D13 p V' Q D D ° ' v D D� DV v D ,' ° o 4 O °. . O • 4 -•` , •°
Q D.: .V .D. °� P ` .° ° J3 • •i .• - ' 159 L.F. - 18 RCP @ 1.00% 2145.68 'V. .�o �]':° .° f❑ 'v .. • • �° • ° - 18" RC °� D D .2 87> V. R M: v. D .. D ..°. D _ i v..... 1 ,
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D '.. RIM.2145.43 D D D v v �D . . D . D'. 8� D D D� o 'D . °: D ° 2145.98: 1 V. 14 - - °. .�,� ° ° o. r v 193 L F P @ 1 00 0 v I °21 5 73 v �� - 140 L.F. - 24" RCP @ 1.00% 5 r°
_ 214 98
D °. ° v 2145.98 o v °. j ow. ° D p -D o .... D °.
2145.60 ,. ,.. , D J 2145.98 °D D
�1 _ - ° - :D 2145.98Dv. D. 2145.98 RIM:2145.44 °.
i °� D . D °v , 2145.98
M ° 2145.98 v° D 8: ° 2145.98
d' 2145.98 � \ \ D. 2145.98
D v ° 2145.98 , 2145.98 2145.98 °
C �6\ STORM RISER CONNECTIONS. � 33�
o \\ SEE PLUMBING PLANS FOR
CONTINUATION (TYP.) w �0
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11 IE = 2139.25 o N io io
o SEE PLUMBING PLANS a
FOR CONTINUATION PROPOSED TERMINAL 2 O
co N N N 20' 0 20' 40'
OF STORM LINE BUILDING FFE = 2146.08 - - M
0
O z GRAPHIC SCALE GRADING &
00 M KEYPLAN DRAINAGE PLAN
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CL301A2 . P2
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GRADING & DRAINAGE PLAN 131 B2 B3
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_� 2 SCALE: 1"=20'
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CONSTRUCTION DOCUMENTS
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