Loading...
HomeMy WebLinkAboutSW1221002_Plansheet CL501A1.P2 - Other_20230223 Z �N ° UGT co °j Q °/ U N N co O f/� GT - UQ� ° LEGEND N�Zvj QU PROPERTY LINE G� Z _ �. ^ N ° BUILDING LINE z Q N N 1 N N^ Gresham Smyth ° W WATER LINE (SIZE VARIES) GS-NC P.C. � / o/ e An Affiliate of Gresham Smith Z / �/ �^�N = _ _ _ _ _ = SANITARY SEWER 1�co 60 u, � � �' - - - - - - - STORM SEWER 1 / 1 o NZz ¢ UG-E UNDERGROUND ELECTRIC s r \ @\m a Z Z Z 201 South College St. W \ \ G NATURAL GAS Suite 1950 \I>> I \ \ j Charlotte, NC 28244 ° ® \ \\ W W W W — — — — — — — UTILITY EASEMENT 704.944.7970 I \\ 1 FIRE DEPARTMENT \ ° IV6 CONNECTION (FDC) 1 U — — — \• N. D � _ \ — I ►�+ FIRE HYDRANT CO 2S \ \ II REDUCER mLU 0101 WATER VALVE o ' Q �, � (V 01 \ \ o N^ _k Q U(� o ° \ a ° N I WATER TEE o�� \ i SANITARY ANGLE Gresham \ \ w •\ N ' 0C; O rn \ I N \ N- SO ® SANITARY STRUCTURES Smith Z \ \\ —Foc---- OS SANITARY MANHOLE ° —FOc— FOC—— \ I I Q\ 0 ---FOC_ — ® SANITARY CLEANOUT FOC o\ ® STRUCTURE A4 A5 STRUCTURE LABEL / RIM:195.11 ws I ® \\ )a hevi le II o \ \°\ �� v REGIONAL AIRPORT I A°v m71 x °\ \ 0 ���z�� �. \ ° 0\ °� Z Asheville Regional f z = N NOTE: Co ° \ Airport W x Q7 °\ ° z ��rn 1. CONTRACTOR TO COORDINATE Terminal J sd ° ° O \ °\ ° /� "'z N UNDERGROUND UTILITIES TO BE A MINIMUM OF o �Q�Z.= 3 INCHES CLEAR BELOW THE BASE OF THE Modernization x uGT \ \ \ GRADE BEAMS WHEN PASSING UNDERNEATH. I 2. NO UTILITY LINES SHALL PENETRATE THE 61 Terminal Drive Suite 1 v I I ° \ �' G f FOOTING AT THE CENTRAL ENERGY PLANT Fletcher, North Carolina 28732 EXCEPT FUEL LINES. 3. CONTRACTOR TO COORDINATE ALL I \ UNDERGROUND UTILITY ROUTINGS. UTILITIES 02/16/2022 v \ SHALL BE KEPT A MINIMUM OF 12 INCHES x .\ \\ x x x x x GS Project#: 43483.02 1u • ° CLEAR FROM ALL FOUNDATIONS IN PLAN. \ cF 4. SEE SITE ELECTRICAL PLANS FOR POWER, 3 r O d COMMUNICATIONS, AND SITE LIGHTING. p� C� � o O ' ") N U lu co \ v / 0 .9�U k Z QCAIR l//TTT/ ♦ � .Q � � � fs•�� ���i SEAL0) 0 053149 ♦ / SS-A4 /°Z Z N N N ZN N k I 0 I 10/24/2z ♦ / �RIM:2154.66� \ \� z � zZZ Q o I v v I %IY��: , :Evo��� co `\` `• O\ V J \�,-' NATHAN HUDGENS, PE L HUGE 'y °o `\`\``\` \ I �b � @Qj®@ NC 053149 N r — ° , \ \ \ ° ADJUST EXISTING SANITARY MANHOLE I o D ° \ TO BE FLUSH WITH PROPOSED GRADE I REVISION o _x x � !� � � \ � �j `—�•� I PROJECT NO. DATE DESCRIPTION p °v \ ��� I BOUNDARY 8"x6"TAPPING SLEEVE s / \ EX MH2 1 02/16/22 ISSUE FOR CONSTRUCTION \�� \ O °\ I AND 6"VALVE RIM:2145.06 o\ INV IN:2137.52 8„ DIP (W) 2 05/02/22 AGENCY COMMENTS M^ Is, \ INV OUT:2137.32 8" DIP (S) 3 10/24/22 ASI 006 N1 \ SS-A3 \•\ I _._ _ _ _ _ _ ,.—. .—.—.—.—.—•—•—•—•—•—•—.—. 1 ucE / RIM:2149.03 — W — — — II , \s INV IN:2141.75 8" DIP (N) - — \ S �� I / S— ....................................... ———S— a� I —s— 3 JS I \ \ 6"x6" TEE TO FH ` \� \ 6 GATE VALVE ° v NI I ASSEMBLY oM I TIE TO EXISTING GAS LINE b \ 00 M � m I ) zN 6" GATE VALVE M"9 I ° ai O U) o _ I C I U NNN dl °' \ � ° V1 I Q 0 ; 0 Q J ° U o W v p oIE = 2143.00 6 D. - . 6 ` I •. I 6 INCH WATER LINE BUILDING r �'°�' D D ® Z �t N ° \ • 20' 0 20' 40' I \ ° CONNECTION. SEE PLUMBING N o I I \ PLANS FOR CONTINUATION ° °CY) o \ • o GRAPHIC SCALE o I I \ �'. . UTILITY PLAN 00 M 45 DEGREE BEND FIRE HYDRANT TO BE DISCONNECTED FROM KE — — — — — — — — — — — — EXISTING 6" WATER LINE AND RECONNECTED o TO NEW 6" WATERLINE PRIOR TO DEMOLITION OF EXISTING 6" LINE. CONTRACTOR TO FIELD �I VERIFY EXISTING WATER LINE AND VALVE Al I A2 I A3 4- LOCATION. CL501A1 P 2 O Al =20'UTILITY PLAN � B1 I B2 I B3 I I O CONSTRUCTION DOCUMENTS I