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Home My WebLink AboutSW1221002_Plansheet CL301B1.P2 - Grading/Drainage Plan_20230223 00 2146.80 2145.98 \ I \\ 2147.854--1 � ° 2147.20 2146.30 2145.27 2147.85 2147.90 2147.50 D I 2147.12 2146.91 2144.77 \ ° = - \ / Il 12148° 2146.41 B1 I I 2145.10 _ r - -2147- - LEGEND / .32 v PROPERTY LINE 2148.51 ? �cP�. \ \ v IE = 2143.75 - - '9 / I \7.82 2148.01 �Oo Q \ 2147.80 ° D v D i i SEE PLUMBING PLANS \ 2147.20 2147.30 , . 2146.70 N °v. DOWNSPOUT SPLASH D D D \. A,9 FOR CONTINUATION - C N I �\�2144.98 �\ BUILDING LINE •2148.18(F) o° °� D / " 21 OF STORM LINE \\ 2146.70 (F) •.. PAD (TYP.) v / / / f2' 2147.29 88 L.F. - 18" RCP @ 2.00% Gresham Smith A14 o / 2146.79 I SEE PLUMBING PLANS - -2145- - EXISTING MAJOR CONTOUR GS-NC P.C. FOR DETAIL. CENTRAL ENERGY2146.3A21 An Affiliate of Gresham Smith 7.26 2147.71 2147.80 / 47.2_ 2146.70 ° 2146.32 76 L.F. - 18" RCP @ - - -2146- - EXISTING MINOR CONTOUR D PLANT FFE = 2148.00 2147.68 2144.63 ° z N I 2148.58. 2148.23 \ 4 46.79 Al 2144.13 1.00/o o0 CD 2148.08 2147.73-2147.85 I 2147.68 ° 0 2146.70(F)� 2146.8 RIM:2145.35 - 2145 MAJOR CONTOUR I N 2149.13 2 2147.73 D 2147.85 ' 2147190 \I ' \ �147 2146.3U \\2147.90 2147,71 2147.90 .90 2147.29 / o Q I W o 2148.16 _ 0 2147.90 2146.79 2146.42 // y 69�F 2146 MINOR CONTOUR z 2148 • 201 South Colle e St. 146.29 8 Suite 1950 2150.36 49 L.F. - 18" RCP @ 1.00% •0 2148.34 6 145.79 / / 2144.82 pp° RCP 2149.86 2149.28 D° v , 2147.88 2147.84 • • • j/ 2144.32 .' @ RETAINING WALL Charlotte NC 28244 2147.50(F) 2148.19 2149.89 � 2147.79 (F) 43 .F. - 18" P 1.00% °2144.73\ ' N 2149.39 2148.78 2147.70 2147.69 @ ❑ - - - - - - - STORM PIPE 704.944.7970 Al2 2148.03 A11 2144.70(F) 214`5.88 2145.98 / / I N A13 81 L.F. - 18" RCP @ 1.00% 2147.20 2147.53 ❑2150.81 2150.27 2147.59 - _ _ _ _ _ _ _ _ _ _ _ 2144.92 2144.98 HEADWALL 2150.31 2149.77 2145.98 -X x x x - - - - - - - - - - > D . o II I� 2145.98 v° Do D 2144.88 \2144.98 A23 / 2150.93 2149.19 2148.17 ° \ I �� ST STORM MANHOLE 2148.69 N 2147.67 I ° • D \ END WALL I N - - - - - _ �, -�2144.91 F 2145.88_ - 2150.61 (F) U, TW: 2148.67 I- o ° ( ) I ��. TW: 2148.00 o v, TW: 2148.67 FG (E): 2148.03 - - - - rt --;. -2145.51 -. - - CATCH BASIN FG: 2147.06 (F) FG (E): 2147.65 FG : 2144.79 2145.01 D COMBINATION INLET TW: 2148.67 (� 2144.75 FG (W): 2145.16 TW: 2148.18 FG E 2148.17 FG (E): 2147.68 =_= FG (W): 2145.73 ° x 2144.75 STORM CLEANOUT �_ - _ - - - - - - FG (W): 2146.75 Q 51 L.F. - 18 RCP @ 1.00% f- m d iv rn ` Co _ \ I w <- o -2148 F- o Co A4 A5 _J - - -2153 - - - w c; w Coof START WALL STRUCTURE LABEL z `i d• mmm _J � m RIM:2139.00 I z mm TW: 2145.21 aNNNNN Gresham / ' ' I I I \ • \� I _ _- �-� - - \1 O a �: �: •: .. � a .. N N FG: 2144.71 (F) 2139.00 / - I p X SPOT ELEVATION =1= - / I p Z z � ��- 2139.00 F • I��~ � / � �` ( ) FLUSH ELEVATION Smith REFER TO AIRSIDE CIVIL PLANS FOR 6 WORK TO BE COMPLETED IN THIS AREA \. • i \ � MATCH EXISTING FINISH SEE INSET 1 FOR DETAILED GRADING 2139.00 M.E.F.G. � GRADE ELEVATION 198.80 -TOP OF CURB \ Y CURB ELEVATION STRUCTURE A23 TO BE INSTALLED WITH SOLID LID 1 98.30 BOTTOM OF CURB \ I I TW: 2139.50 -TOPOFWALL WALL ELEVATION / FG (E): 2139.00 \ \ \ \ PROJECT II / I FINISH GRADE \ \ \ \ BOUNDARY / I � \ I / FG(W): 2137.00 AT WALL Hle FLOW ARROW hev I/ / yy` // /// H.P. HIGH POINT R E G 10 NA L Al RPO R T \ \ / 21y3� 21 / L.P. LOW POINT Asheville Regional NOTE: Airport 1. CONTRACTOR TO COORDINATE 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. \\ i REFER TO AIRSIDE CIVIL PLANS FOR / 3. CONTRACTOR TO COORDINATE ALL 02/16/2022 WORK TO BE COMPLETED IN THIS AREA / UNDERGROUND UTILITY ROUTINGS. UTILITIES SHALL BE KEPT MINIMUM OF 12 INCHES CLEAR FROM ALL FOUNDATIONS IN PLAN. GS Project#: 43483.02 i 1 i \ICAIRO SEAL ;9 053149 = PROJECT / 10/2.4/22F I �I 6 co ' - - - - - - - - - - 2145.75 2145.58 i III ' // %T �/V iN;��'�� BOUNDARY - - - - - - - - III , - �'' u6u�`�G\\\• 2145.65(F) 11 - - - - - - - - - 2146.44 2145.55 I I I II 2145.21 ..-.-.-.-.-.-• -•-.-.-.-.-.-.-.-.-.-.-.-.-.-.-•-•-•- - - - - �, 2145.94 I J II III 2145.65 ' TW: 2147.22 A11 2145.45 FG (E): 2146.72 I I p I I I // NATHAN HUDGENS, E ' FG (W): 2144.80 2145.63(F) 2145.63 ' NC 053149 2145.35 N 2145.70 (F) 2145.94 I 2145.34 I I I I ' TW: 2146.20 REVISION N FG (E): 2145.70 2145.44 I D ' // // - - - - - - - __ ___--- / FG (W): 2144.75 - - - - - - - - - - -�- - - - - - - - - - NO. DATE DESCRIPTION ' 2145.70 (F) I I ' / / / / 1 02/16/22 ISSUE FOR CONSTRUCTION ' - - - - - - - - - - - \ - - - - - - - - - - - - � - - ---- ' /� // 2 03/09/22 ADDENDUM02 TW: 2146.20 I I EX7 /// /// 3 03/28/22 ADDENDUM 03 FG (E): 2145.70 \ I D 4 05/02/22 AGENCY COMMENTS FG (W): 2144.70 2145.62 2145.39� I RIM:2145.35 / RIM ELEVATION OF EXISTING STRUCTURE 5 06/28/22 ASI 005 TO BE LOWERED FROM 2146.98 TO 2145.35 1 // 6 10/24/22 ASI 006 / ' 2146.13 2 2145.63 2145.89 I 2146.05 ' 2145.39 I 2145.55 O M U o M ' M� I / - - - / TW: 2146.70 - - - - - - - - -� ' FG (E): 2146.20 TW: 2146.48 _ FG (W): 2144.67 FG (E): 2145.98 O I CL -2148- O INSET 1 i 5' 0 5' 10, O / / GRAPHIC SCALE i / 20' 0 20' 40' O GRAPHIC SCALE GRADING & 1*co KEYPLAN DRAINAGE PLAN I �I Al ' A2 ' A3 CL301 B 1 . P2 �0 - - - - - i - - - - - i- - - - - Q ��NG & DRAINAGE PLAN B1 B2 B3 O CONSTRUCTION DOCUMENTS I