HomeMy WebLinkAbout33_SU1.4_Site Utility Plan PoolTBM#2 = 834.95TBM#2 = 834.95ST-601RIM. = 844.23'INV. 839.88 (SE)INV. 839.98 (NW)ST-602RIM. = 840.36'INV. 836.42 (NW)INV. 836.32 (SE)ST-603RIM. = 835.71'INV. 831.46 (NW)INV. 831.36 (NE)INV. 831.36 (SW)1322332484848486557104001020SU1.4UTILITY PLANEXISTING POOL DRAINCOPYRIGHT 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! 1.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 SUCHUTILITIES IN 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 RESPONSIBILITYTO RESOLVE 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 NOTES PLAN NOTES1.10" PVC PIPE FOR EXISTING POOL DRAIN-DOWN, INVERT = 840.50±(COORDINATE WITH M.E.P. PLANS)2.10" DUCTILE IRON PIPE @ 8.07% SLOPE3.PROPOSED STORM MANHOLE STRUCTURE4.SAWCUT EXISTING CONCRETE PAVEMENT5.REMOVE EXISTING CONCRETE PAVEMENT AND PATCH WITH MINIMUMOF 8" CONCRETE PAVEMENT SECTION TO MEET OR EXCEED EXISTINGPAVEMENT SECTION.6.SAWCUT EXISTING ASPHALT PAVEMENT7.REMOVE EXISTING ASPHALT PAVEMENT AND PATCH WITH HEAVY DUTYASPHALT PAVEMENT SECTION TO MEET OR EXCEED EXISTINGPAVEMENT SECTION8.PROVIDE 3/4" DIA. EPOXY COATED DOWELS AT 12" O.C. BETWEEN NEWAND EXISTING CONCRETE PAVEMENTUTILITY LEGENDNEW STORM SEWER LINENEW FIRE PROTECTION LINENEW SANITARY LATERAL LINENEW NATURAL GAS LINEEXISTING STORM LINEEXISTING WATER LINEEXISTING SANITARY LINEEXISTING ELECTRICAL LINENEW UNDERDRAINORAPPROXIMATE LIMITS OF CONSTRUCTION