HomeMy WebLinkAboutC820 - Sanitary Sewer Plan and Profile - SU3.2830835840845850855860865830835840845850855860865-0+500+001+00RIM. = 851.97'SAN-1INV. 839.55 (N) ININV. 839.53 (SW) OUT57 LF OF 12" PVC Pipe @ 0.21%RIM. = 851.83'
SAN-2
INV. 839.67 (E) IN
INV. 839.67 (S) OUTEXISTING GRADEPROPOSED GRADEEXISTING 30"STORM SEWERPROPOSED 12" STORM SEWERASTORAGEC106ASAN-1RIM. = 851.97'SAN-2RIM. = 851.83'UPADVANCEDAUTOMOTIVESERVICES LABC115BSPRAY BOOTHC115CSAN-3RIM. = 852.22'SAN-2RIM. = 851.83'SAN-4RIM. = 851.07'830835840845850855860865830835840845850855860865-0+500+001+002+003+00PROPOSED ELEC. CONDUITPROPOSED 6" STORM LATERALPROPOSED 18" STORM SEWERPROPOSED 6" STORM LATERALPROPOSED 6" STORM LATERALPROPOSED ELEC. CONDUITPROPOSED 12" STORM SEWERRIM. = 851.83'
SAN-2
INV. 839.67 (E) IN
INV. 839.67 (S) OUT
122 LF OF 12" PVC Pipe @ 0.21%RIM. = 852.22'
SAN-3
INV. 839.93 (E) IN
INV. 839.93 (W) OUT
111 LF OF 12" PVC Pipe @ 0.21%RIM. = 851.07'
SAN-4
INV. 840.16 (S) IN
INV. 840.16 (W) OUTEXISTING GRADEPROPOSED GRADEAA830835840845850855860865830835840845850855860865-0+500+001+00PROPOSED 8" FIREPROTECTION LINEPROPOSED ELEC. CONDUITRIM. = 851.07'
SAN-4
INV. 840.16 (S) IN
INV. 840.16 (W) OUT
59 LF OF 12" PVC Pipe @ 0.21%SAN-5RIM. = 852.10'INV. 840.28 (E) ININV. 840.28 (N) OUT7 LF OF 12" PVC Pipe @ 0.21%SAN-6RIM. = 851.99'INV. 840.29 (W) OUTINV. 840.34 (E) INEXISTING GRADEPROPOSED GRADEAADRAWING
CLASSROOM / LABCULINARY ARTS
C124
CULINARY ARTS
C124
DRY GOODS
C124B
WALK-IN
C124C
VESTIBULE
C101GSAN-5RIM. = 852.10'SAN-6RIM. = 851.99'SAN-4RIM. = 851.07'COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! SU3.2SANITARY SEWER PLAN AND PROFILES1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISEALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.REPORT ANY DISCREPANCIES TO THE ENGINEER.GENERAL NOTES SANITARY PROFILE KEYNOTESA.GRANULAR BACKFILL REQUIRED, REFER TO SANITARY SEWERTRENCH DETAILS ON DWG SU2.2APPROXIMATE LIMITS OF GRANULAR BACKFILLSANITARY SEWER PLANSANITARY SEWER PROFILE 1SANITARY SEWER PLANSANITARY SEWER PROFILE 2SANITARY SEWER PROFILE 3SANITARY SEWER PLAN1TAC REVIEW9-19-2023