HomeMy WebLinkAboutC010.13_SU1.3.UPTBM#1 = 856.00E MAIN STREETLOT 1LOT 48PROPOSED BUILDING ADDITION18,240 SFT.FINISH FLOOR ELEV. = 851.55 (EAST)FINISH FLOOR ELEV. = 852.89 (WEST)FIRE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PAR
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GSANSANSANST-204ST-206ST-201ST-209ST-208ST-207ST-203ST-20543555536 L.F.891011212CONNECT TO EXISTING MANHOLE@ INVERT ELEV. 845.61551143543511 L.F.12 L.F.22 L.F.4 L.F.19 L.F.57 L.F.27 L.F.671314151415161712CONSTRUCTION LIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)ST-202AST-202206002040INLETS, 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! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEDEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.GENERAL NOTESCARMEL TAC REVIEW01/13/2021A19700317No.COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220114.00CARMEL HIGHSCHOOLPERFORMINGARTS ADDITIONANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 03/08/2021DRAWN BY: HHW317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTSRESPONSE TAC COMMENTS04/19/2021B UTILITY KEYNOTES1.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE2.CAP EXISTING 24" RCP STORM PIPE3.PROPOSED 6" PVC @ 2.00% MIN. SLOPE4.PROPOSED 8" PVC PIPE @ 2.00% MIN. SLOPE5.PROPOSED CLEANOUT6.RE-ROUTED 6" FIRE LATERAL TO NEW SPRINKLER / RISER ROOM.MATCH EXISTING PIPE SIZE AND MATERIAL. COORDINATE NEWRISER LOCATIONS AND PIPE ELEVATIONS WITH SHEET P2.05.PROVIDE NEW FITTINGS TO ADJUST TRANSITION IN ALIGNMENT ASREQUIRED. PROVIDE FERNCO COUPLING BETWEEN NEW ANDEXISTING PIPES.7.RE-ROUTED 4" FIRE DEPARTMENT CONNECTION TO NEWSPRINKLER / RISER ROOM. MATCH EXISTING PIPE SIZE ANDMATERIAL. COORDINATE NEW RISER LOCATIONS AND PIPEELEVATIONS WITH SHEET P2.05. PROVIDE NEW FITTINGS TOADJUST TRANSITION IN ALIGNMENT AS REQUIRED. PROVIDEFERNCO COUPLING BETWEEN NEW AND EXISTING PIPES.8.CONNECT NEW (RE-ROUTED) FIRE PROTECTION LINES AT THISLOCATION (WEST OF ELECTRICAL LINES). PROTECT / SHOREEXISTING ELECTRICAL LINES DURING CONSTRUCTION.9.NEW BUILDING STORM LATERAL, 6" PVC PIPE INVERT 848.22. COORDINATE PIPE LOCATION AND ELEVATION WITH SHEET P2.05.10.NEW BUILDING STORM LATERAL, 6" PVC PIPE INVERT 848.22. COORDINATE PIPE LOCATION AND ELEVATION WITH SHEET P2.05.11.NEW BUILDING STORM LATERAL, 6" PVC PIPE INVERT 849.89 COORDINATE PIPE LOCATION AND ELEVATION WITH SHEET P2.05.12.FIELD VERIFY EXISTING PIPE PIPE SIZE, MATERIAL AND ELEVATIONPRIOR TO CONSTRUCTION. CONNECT EXISTING PIPE TO NEWMANHOLE STRUCTURE.13.NEW STORMWATER QUALITY BMP UNIT (CONTECH CASCADEMODEL CS-5)14.PROVIDE A WYE CONNECTION 6"x 8"x 8".15.EXISTING 12" RCP TO BE CONNECTED TO NEW MANHOLESTRUCTURES.16.SANITARY LATERAL INVERT = 847.89. COORDINATE LOCATION ANDELEVATION WITH SHEET P2.05.17.COORDINATE WORK ON EXISTING 8" STORM LATERAL TO REMAINWITH SHEET P2.05.SU1.3UTILITY PLAN