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HomeMy WebLinkAboutSW1221002_Plansheet CL501B3.P2 - Other_20230223 v IIICD CD ---- y�E o LEGEND CD �/ ° — —�� o� PROPERTY LINE i If ° — , �� �� \��° BUILDING LINE Gresham Smith %°o I i♦ i ,,�`� \� W WATER LINE (SIZE VARIES) GS-NC P.C. An Affiliate of Gresham Smith ----------♦ I O O �I ♦ h .� _ _ _ _ _ _ = SANITARY SEWER z � ' %� — — — — — — STORM SEWER REFER TO AIRSIDE CIVIL PLANS FOR ROPOSED GRADING X I AND SURROUNDING IMPROVEMEN COORDINATE ALL I ^ ��=Z. / 0� UG-E UNDERGROUND ELECTRIC SS B2 REFERENCE AIRSIDE CIVIL PLANS FINAL PROPOSED DRAWINGS PRI R TO CONSTRUCTION. o 201 South College St. RIM:2139.80 FOR FINAL RIM ELEVATION / i G� °' a?(IS? // G NATURAL GAS Suite 1950 r4 X ' o '/' � Charlotte, NC 28244 IN IN:2135.07 4" PVC (W) SS-B1 z N / INV IN:2135.00 6" PVC (NW) CO RIM:2139.44 ��� o I Z N z 704.944.7970 INV OUT:2130.82 8" DIP (SE) INV IN:2129.72 8" DIP (NW) / I �����• // — — — — — — — UTILITY EASEMENT — — — INV OUT:2128.74 8" DIP (E) I I I ZZz X I � / FIRE DEPARTMENT ST — - - - - - ° - - — - - - - - - — II- - - - - - - - — - - - - - �- - w / � CONNECTION (FDC) 110L.F. - 8 DIP — _ - - - - - - _ — - - - - - - - - — / I j i / / ►�+ FIRE HYDRANT II "I I —�— - - - - - - - - - - - - - - - - - ° — \ REDUCER 15 L.F. - 6" PVC @ 1.00% � �i� x m � ���� WATER VALVE 45 DEGREE BEND 8 L.F. - 4" PVC @ 1.00% / El � I \\ \\ WATER TEE ��� �� i �� 7 L.F. -6" PVC @ 1.00% IV4 SANITARYANGLE Gresham SmithSANITARY STRUCTURES 08 EXTERIOR CLEANOUT �o I� \ ' \ \ SANITARY MANHOLE CL902.P2 I`I' \Foc\ // \\ \\ O APPROXIMATE LOCATIONS FOR \ GREASE INTERCEPTORS 5 �� \ \ ® SANITARY CLEANOUT \ LOCATION SHOWN FOR 00 \ , �- IE = 2135.32 REFERENCE ONLY. SEE � \ O' �� \ STRUCTURE A4 A5 SEE PLUMBING PLANS FOR PLUMBING PLANS FOR DETAIL. /� �Q \\Foc \ \ •- RIM:195.ljj STRUCTURE LABEL / SANITARY LINE CONTINUATION Hle IE = 2135.15 / � � \� \ hev SEE PLUMBING PLANS FOR / Z �N F f �ornc� CONTINUATION OF o REGIONAL AIRPORT R P O R T Q o 0 0� �� • SANITARY LINE TO GREASE I Q7 oN Np �� INTERCEPTORS. 2S� Asheville Regional z NOTE: Airport 1. CONTRACTOR TO COORDINATE Te rm fi n Terminal UNDERGROUND UTILITIES TO BE A MINIMUM OF 3 INCHES CLEAR BELOW THE BASE OF THE Modernization ;1 GRADE BEAMS WHEN PASSING UNDERNEATH. I I I 2. NO UTILITY LINES SHALL PENETRATE THE 61 Terminal Drive Suite 1 5 ^ I I I FOOTING AT THE CENTRAL ENERGY PLANT Fletcher, North Carolina 28732 �o 0 0 � m�N ov cV I I EXCEPT FUEL LINES. z it'4�N I 3. CONTRACTOR TO COORDINATE ALL N j w z I I 02/16/2022 i Q� 6� UNDERGROUND UTILITY ROUTINGS. UTILITIES REFER TO AIRSIDE CIVIL PLANS FOR SHALL BE KEPT A MINIMUM OF 12 INCHES WORK TO BE COMPLETED IN THIS AREA. i z I I I CLEAR FROM ALL FOUNDATIONS IN PLAN. GS Project#: 43483.02 i I I 4. SEE SITE ELECTRICAL PLANS FOR POWER, i COMMUNICATIONS, AND SITE LIGHTING. PROJECT I I BOUNDARYCARO S So• �. X'- f SEAL �y _ — — — — — — — — — — — — — — — I �a 053149 _ _ I 11/Q2/2� —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—. —.—.—.—.—.—.—.—.—. II 1 I ?• �N �� •��� —.—.—.—.—.—.—.—.—. GINS IDI II I • I I M i I I I ( I I NATHAN HUDGENS, PE p I I I i NC 053149 \\ I I N \\ II 1 REVISION o \\ NO. DATE DESCRIPTION 1 02/16/22 ISSUE FOR CONSTRUCTION II i I I 2 03/28/22 ADDENDUM 03 O II II 1 I 3 05/02/22 AGENCY COMMENTS i II III 4 08/19/22 AGENCY COMMENTS I I I 5 11/02/22 AS 1 007 21 LO I I l i II I •� LO II i I v II I I NI II I I • � I II co II CIO o° ' CL o Q) o' U o 20' 0 20' 40' GRAPHIC SCALE co UTILITY PLAN 00 KEYPLAN co — — — — — — — — — — — I �I Al ' A2 ' A3 �� CL501 B3 . P2 �0 - - - - -i - - - - - i- - - - - Q i i UTILITY PLAN B1 � B2 � B3 B3 SCALE: =20'1" O CONSTRUCTION DOCUMENTS I