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Home My WebLink About29_SU1.1_Utility Plan NorthTBM#4 = 810.78PROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98F.F.E.= 831.98FH1FH2FH3TBM#4 = 810.78ST-305ST-302RIM. = 828.09'INV. 823.49 (N)ST-202RIM. = 824.34'INV. 820.34 (S)INV. 818.84 (E)INV. 820.34 (N)ST-203RIM. = 823.45'INV. 818.74 (W)INV. 818.74 (E)ST-303RIM. = 825.64'INV. 820.97 (E)INV. 820.57 (NE)INV. 821.97 (S)INV. 822.38 (W)ST-402RIM. = 824.31'INV. 819.83 (S)INV. 819.73 (E)ST-301RIM. = 825.08'INV. 821.39 (W)ST-104RIM. = 823.72'INV. 815.32 (S)INV. 815.22 (N)ST-304RIM. = 823.67'INV. 819.62 (E)ST-105RIM. = 824.26'INV. 814.95 (S)INV. 814.85 (W)ST-306RIM. = 823.53'INV. 814.10 (E)INV. 809.85 (N)INV. 818.55 (SW)INV. 819.55 (W)INV. 809.85 (S)ST-502RIM. = 818.88'INV. 809.60 (S)INV. 809.50 (N)INV. 812.38 (E)ST-403RIM. = 822.48'INV. 818.77 (S)33327741930219191717288818181818181818181818ST-404RIM. = 823.36'INV. 818.64 (N)INV. 818.54 (W)6" SAN. LATERAL INV.=825.236" SAN. LATERAL INV.=820.471SAN-2SAN. MANHOLERIM. = 827.40'INV. 819.85 (N)INV. 820.05 (S)INV. 820.05 (E)ST-501RIM. = 823.21'INV. 812.00 (E)INV. 812.00 (N)ST-500 OUTINV. 812.00 (W)ST-500 ININV. 816.50 (S)ST-406RIM. = 823.51'INV. 816.53 (S)INV. 816.53 (N)ST-405RIM. = 823.67'INV. 819.46 (W)INV. 816.56 (N)INV. 818.36 (E)777223STORMTRAPUNDERGROUNDDETENTION SYSTEM8242424242432221722621279INV.=823.239INV.=824.141112525SAN-1SAN. DROP MANHOLEDOGHOUSE CONNECTIONRIM. = 825.26'INV. 815.69 (E)INV. 808.58 (N)INV. 808.58 (S)INV. 818.79 (S)SAN-3SAN. MANHOLERIM. = 825.44'INV. 816.40 (W)INV. 816.60 (S)301MATCHLINE - SHEET SU1.1MATCHLINE - SHEET SU1.231313343337206002040SU1.1UTILITY PLAN - NORTHCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220014.00CARMEL HIGHSCHOOLNATATORIUMADDITION ANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.17.2021CONSTRUCTION DOCUMENTSDRAWN BY: HHW317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTATAC SUBMITTAL11/17/202119700317No.PROJECT MANAGER: PMR1ADDENDUM #101/25/20222ADDENDUM #202/01/2022INLETS, 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 ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY THESURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDINGUNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATERMANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THEDEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN ACONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TORESOLVE 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 SHALL RESTORED/REPAIRED TO THE SATISFACTIONOF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TOINSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TODOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.7.REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3, SU2.4, SU2.5 AND SU2.68.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.39.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER OR GAS VALVESAND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TO MEET PROPOSED FINISHGRADE.10.ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE AND SHALL REMAINPRIVATE.GENERAL NOTES UTILITY KEYNOTES1.8" PVC SANITARY PIPE @ 1.50% MIN. SLOPE2.PROPOSED CLEANOUT3.10" FIRE PROTECTION LINE @ 5' MIN. DEPTH4.CONNECT 10" FIRE PROTECTION LINE TO EXISTING WATER/FIRE PROTECTION LINE5.NOT USED6.PROPOSED WATER VALVE7.CONNECT EXIST. STORM SEWER PIPE(S) TO NEW STORM STRUCTURE.8.DOWNSPOUT BOOT AND 8" DIA. DIP @ 2.0% MIN. SLOPE. CONNECT TO STORM SEWERMAINLINE WITH WYE CONNECTION.9.6" PVC ROOF DRAIN (COORDINATE WITH M.E.P. PLANS)10.10" PVC ROOF DRAIN (COORDINATE WITH M.E.P. PLANS)11.EXISTING LIFT STATION12.EXISTING POOL UNDERDRAIN DISCHARGE LINE FROM LIFT STATION. CONNECT NEW LINETO EXISTING LINE AT THIS LOCATION.13.PROPOSED NATURAL GAS LINE14.NATURAL GAS SERVICE AND METER (COORDINATE WITH M.E.P. PLANS)15.4" DOMESTIC WATER SERVICE (COORDINATE WITH M.E.P. PLANS)16.6" FIRE PROTECTION SERVICE (COORDINATE WITH M.E.P. PLANS)17.PROPOSED 6" FIRE HYDRANT AND VALVE ASSEMBLY18.PROPOSED LIGHT POLE19.PROPOSED LIGHT BOLLARD20.25 LF. OF NEW DUCTILE IRON PIPE @ 2.0% SLOPE FROM EXISTING LIFT STATION. MATCHEXISTING PIPE SIZE.21.6" HDPE STORM LINE @ 1.0% MIN. SLOPE22.UNDERGROUND DETENTION SYSTEM, SEE DETAILS ON SHEET SU2.423.10" HDPE STORM LINE @ 1.0% MIN. SLOPE24.PAVEMENT UNDERDRAIN25.6" PVC SANITARY LATERAL @ 2.0% MIN. SLOPE26.CONNECT 6" BUILDING UNDERDRAIN TO NEW 6" HDPE @ INVERT 817.98, COORDINATEWITH M.E.P. PLANS.27.CONNECT (CORE DRILL) 6" HDPE TO NEW MANHOLE STRUCTURE @ INVERT 817.6028.10" PVC POOL DRAIN-DOWN LINE, INVERT = 828.9829.68 LF. OF NEW 10" PVC (SCHEDULE 40) @ 1.50% SLOPE30.6" PVC SANITARY LATERAL @ 2.92% SLOPE31.6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN @ INVERT 812.00. CONNECT TOST-501.32.8" FIRE PROTECTION LINE @ 5' MIN. DEPTH33.10"x 10"x 10" TEE (DIP)34.10" TO 8" REDUCER (DIP)35.PROVIDE PIV ON 6" FIRE LINE36.NEW WALL MOUNTED FIRE DEPARTMENT CONNECTION (FDC), SEE PLUMBING PLANS37.10" VALVEUTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW NATURAL GAS LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW UNDERDRAINORAPPROXIMATE LIMITS OF CONSTRUCTION3TAC REVIEW COMMENTS03/15/20226TAC REVIEW COMMENTS05/12/2022