HomeMy WebLinkAbout31_SU1.2_Site Utility Plan SouthLOT 52LOT 53LOT 54LOT 55LOT 56PARCEL 7PROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98F.F.E.= 831.98F.F.E.= 834.65FH1FH4GLOT 52LOT 53LOT 54LOT 55LOT 56PARCEL 7GPROPOSED NATURAL GAS SERVICE LINE ISFROM EXISTING GAS MAIN LOCATED WITHINMAIN STREET RIGHT-OF-WAY (SEE SHEETSU1.3 FOR MORE INFORMATION).COORDINATE WITH CENTERPOINT ENERGY.ST-401RIM. = 832.72'INV. 825.52 (N)INV. 827.48 (E)ST-305RIM. = 831.63'INV. 819.99 (S)INV. 819.53 (N)INV. 827.88 (W)INV. 820.88 (SW)ST-201RIM. = 825.75'INV. 821.08 (N)INV. 821.58 (SW)ST-102RIM. = 827.92'INV. 823.58 (W)INV. 823.48 (NE)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-103RIM. = 823.85'INV. 819.54 (SW)INV. 819.44 (N)RIM. = 823.72'INV. 815.32 (S)INV. 815.22 (N)ST-204RIM. = 823.19'INV. 818.68 (W)INV. 816.98 (E)45133131315166EXISTING POOL UNDERDRAIN1114191782088886" SAN. LATERALINV.= 825.318" SAN. LATERALINV.= 819.9877722188824ST-101RIM. = 833.87'INV. 824.68 (E)INV. 827.44 (NE)INV. 827.44 (S)122INV.=825.259INV.=824.1410INV.=827.489INV.=825.1413025228292INV.=819.912INV.=823.932INV.=819.4430SEE SHEET SU1.4 FOR INFORMATIONRELATED TO STORM SEWER WORKIN THIS AREAMATCHLINE - SHEET SU1.1MATCHLINE - SHEET SU1.210
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'SU1.2UTILITY PLAN - SOUTHCOPYRIGHT 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: PMRINLETS, 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! 2060020401.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIESIN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION ANDDEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITHPROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TORESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT.THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITHTHE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.7.REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2, SU2.3, SU2.4, SU2.5AND SU2.68.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.39.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATEROR GAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED ASREQUIRED TO MEET PROPOSED FINISH GRADE.10.ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE ANDSHALL REMAIN PRIVATE.GENERAL NOTESUTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW NATURAL GAS LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW UNDERDRAINOR 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/FIREPROTECTION LINE5.PRE-CAST CONC. VAULT WITH PIV, FDC, DOUBLE CHECK VALVE FORFIRE PROTECTION AND WATER METER FOR DOMESTIC WATER SERVICE6.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 TOSTORM SEWER MAINLINE 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 LINE TO 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 LIFTSTATION. MATCH EXISTING 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,COORDINATE WITH 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% SLOPE