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HomeMy WebLinkAboutSW1221002_Plansheet CL311.P2 - Grading/Drainage Plan_20230223 00 ° J / —2145 1 <� ,� / / I / /--E�' / I 12130 I I I I NN a 7 — I � N - - - - - - - - - - - - -2144� — _ `L�p�` D16 / i X � I I � I I I I I I I � � �c � - - - - - 43 F� M I I I I III N N 022 �� - / I �, I ��I I , �� z� Gresham Snuth �. ° w � III o� �, I i�� `y ��� •N. , / "� / I N N z GS-NC P.C. ❑ _ / - D20 ov / X I I I I I I I I I N D19 Z An Affiliate of Gresham Smith - - - - - - - - - - - - - - - - - F� - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - 1 - - - - - - - - - - - - - - - - - - - \ \ \ D21 //�� - - - - - �/ _ - - - - - - - ��o - - - /E� — — ��� — S II I i I IN��,`O� to iA i NJ m T N ��� 201 South College St. I o �Z Suite 1950 _ TERMINAL_ BUILDING CONNECTION /� / i L� _ _ — — — — z ❑ �/ / /// // / / V 2121 Charlotte, NC 28244 �/ ► 2142 co D17 Q / 2122� 704.944.7970 rylJ � v s 2136- - —2 35, `�� 2 n D 18 \ I 20' 0 20' 40 GRAPHIC SCALE 2150 2150 U) , ., Zw � U) N Z N N M - � M - Gresham LO M M_ N co C� 6 - M N N N ~ _ Smith � - NZ z 0 rt fi NZO N2ZZZ N » DIE DIE z - - 2145 2145 y ., z N I II II \ rtl fi I M � - - • N � shevi e 00 - MN REGIONAL AIRPORT > > CD \ EXISTING SURFACE Asheville Regional /�1 Airport Terminal 2140 2140 Modernization \ 61 Terminal Drive Suite 1 - - - \ - - Fletcher, North Carolina 28732 TERMINAL BUILDING FACE 02/16/2022 CIVIL AIRSIDE SURFACE SHOWN FOR REFERENCE ONLY. - SEE CIVIL AIRSIDE PLANS. ALL RIM ELEVATIONS TO BE GS Project#: 43483.02 34 L F 15"Fr\ FINALIZED WITH CIVIL AIRSIDE PLANS. L-F:24f, . �.00% C@ - - - - - - - 1-20 — 24� RCP � 1.00 - INV OUT: 2135.30 (15") S — _ _ PROPOSED SURFACE �� 2135 — — — — — — 220'L.F - �� \\\ snsu///i / — -I- — — . .•FARO!//x SEAL 7• -� - - � — -I - - � \ 'a 053149 = - — — _ — — — _ - 02/17/2&23 I -I- I I I I I I I I I - - - _ I I I I I ?'.FN e�•'�`� � - \ i INE. � - - - - _ _ — _ 18" RCP 1 rt fi rt —�I- - _ - rt fi - I M NATHAN HUDGENS, PE M 1 NC 053149 0 2130 2130 REVISION a 8 INCH SANITARY DIP \ NO. DATE DESCRIPTION j fi fi \ fi fi 1 02/16/22 ISSUE FOR CONSTRUCTION \\ I I 7 2 03/09/22 ADDENDUM 02 \ I 1 3 03/28/22 ADDENDUM 03 U \ \\ 1 4 05/02/22 AGENCY COMMENTS - - \ �\ - + Z 5 08/19/22 AGENCY COMMENTS \\II \ 1 \ CN 6 11/02/22 AS 1006 0 fi fi 7 02/17/23 AGENCY COMMENTS M \ \\ I 0 2125 \I `� z 2125 o \ 41 \ y \\I \ N 00 109 L.F. - 24" RCP @ 9.96% �\ \ \ \ C/) C \\ \ J o 2120 2120 o �\ N \ STORM SEWER ICY)00 �\ PLAN & PROFILE �I I I \ I I AOA BOUNDARY LINE CL31 1 m P2 I M 2115 2115 5+25 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+25 STORM SEWER PLAN & PROFILE p SCALE: 1"=20' TERMINAL-D19 PROFILE CONSTRUCTION DOCUMENTS SCALE H:1"=20'-, V:1"=2' I