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Home My WebLink AboutC512 - Site Utility Plans - SU1.2NO PARKING FIRE LANE NO PARKING FIRE LANEST-10111211879453ST-1011013141526STWQ-BMPST-102PROJECT LIMITS3733173127373331ST-100ST-200ST-201ST-20217171717182016211927272727338"HDPE283231323117 LF OF 6" PVC @ 2.00%42 LF OF 8" HDPE N-12 Pipe @ 1.00%21 LF OF 6" PVC @ 2.00%30 LF OF 8" HDPE N-12 Pipe @ 0.50%36 LF OF 8" HDPE N-12 Pipe @ 1.00% 40' BOX TRUCK 29TC232425272234303336ST-30035STORM STRUCTURE TABLESTR.NO.100101102103104200201202300STRUCTUREInlet Type "A"Type "C" ManholeAqua-SwirlType "C" ManholeType "C" Manhole24" Nyloplast Inlet24" Nyloplast Inlet24" Nyloplast InletInlet Type "A"CASTING TYPER-3405R-1772ManufacturerSuppliedR-2502R-25022499CGD2499CGD2499CGDR-3405RIM781.40780.33778.35778.45776.42781.40781.40781.40779.52INCOMING PIPE DATA(DIRECTION) [FROM STR]8" HDPE N-12 Pipe 777.10 (S) [200]8" HDPE N-12 Pipe 777.10 (N) [Structure - (34)]6" PVC Pipe 778.10 (W) []14" DIP 775.48 (W) [100]6" PVC Pipe 776.48 (S) []15" HDPE Pipe 774.60 (W) [101]15" HDPE Pipe 773.45 (S) [102]12" PVC Pipe 772.77 (SW) []15" HDPE Pipe 771.90 (W) [103]8" HDPE N-12 Pipe 777.83 (W) [201]4" Perf. PVC Pipe 778.93 (S) []6" PVC Pipe 778.03 (S) []6" PVC Pipe 778.03 (W) []6" PVC 778.03 (N) [Structure - (29)]6" PVC 777.90 (S) [Structure - (28)]6" PVC Pipe 777.90 (W) []6" PVC Pipe 777.90 (N) []6" PVC Pipe 777.50 (W) []4" DIP 777.55 (S) []OUTGOING PIPE DATA(DIRECTION) [TO STR]14" DIP 777.10 (E) [101]15" HDPE Pipe 775.38 (E) [102]15" HDPE Pipe 774.50 (N) [103]15" HDPE Pipe 772.67 (E) [104]15" RCP 771.82 (N) []8" HDPE N-12 Pipe 777.46 (N) [100]8" HDPE N-12 Pipe 777.98 (E) [200]8" HDPE N-12 Pipe 777.53 (E) []6" PVC Pipe 777.50 (E) []OUTGOINGPIPE L.F.162'78'94'70'3'36'30'28'2'OUTGOINGPIPE SIZE14"15"15"15"15"8"8"8"6"OUTGOINGGRADE1.00%1.00%1.11%1.10%0.00%1.00%0.50%1.00%0.00%CONNECT TOSTR.101102103104100200REMARKS--BMP - XC-4------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! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.NEW BUILDING ADDITIONFFE = 782.00ENLARGED COURTYARD PLAN - AREA "C"1" = 10'FRONT ENTRANCE ENLARGED PLAN - AREA "A"1" = 10'ENLARGED COURTYARD PLAN - AREA "B"1" = 10'1.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY SCHNEIDER GEOMATICSDATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUNDUTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER.4.CONTRACTOR SHALL RETAIN THE SERVICES OF A UTILITY LOCATE COMPANY TO LOCATE BOTH PUBLIC ANDPRIVATE UTILITIES PRIOR TO CONSTRUCTION.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.6.FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEAR FLOOD IS EXCEEDED.PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETS LOCATED ON THE WEST SIDE OF HAZEL DELLPARKWAY. THESE INLETS FLOW TO FREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA)ULTIMATELY DISCHARGING TO THE WHITE RIVER.7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT.8.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLELINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.9.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITHTHE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONAL INFORMATION ON THE CITY OF CARMEL'S PAVING AND CURBPOLICIES.10.SEE STORM STRUCTURE TABLE FOR PIPE SIZES, MATERIAL AND INVERTS OF STORM SEWERS.11.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THISDEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THEPAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAIANGE STRUCTURES ANDBRIDGES WILL BE BORNE BY THE DEVELOPER.12.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THEREQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THEDEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESSU1.2SITE UTILITY PLANEXISTING BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00NEW BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00STORM SEWER NOTES:1.DIRECTIONAL NOTES FOR PIPES ARE BASED ON TRUE NORTH.2.ALL STORM SEWER CASTINGS (OPEN LIDS AND SOLID LIDS) SHALL HAVE AN ENVIRONMENTAL LOGO SUCH AS"DUMP NO WASTE, DRAINS TO WATERWAYS" EMBOSSED (STAMPED) INTO CASTING. NO "ADD-ON" PLATES ORSTICKERS (DECALS) WILL BE PERMITTED.3.ALL STORM SEWER MANHOLE COVERS SHALL HAVE THE WORDS "STORM SEWER" CAST IN RECESSEDLETTERS TWO INCHES IN HEIGHT.4.PIPE LENGTHS SHOWN IN THE TABLE ARE TO CENTER OF STRUCTURE.5.CASTINGS AND FRAMES NOTED IN THE TABLE REFER TO NEENAH FOUNDRY. MODELS MAY BE SUBSTITUTEDWITH AN APPROVED EQUIVALENT WITH ENGINEER APPROVAL. UTILITY KEYNOTES1.68' OF 4" HDPE UNDERDRAIN PIPE WITH FILTER SOCK @ 1.00% SLOPE.2.8' OF 6" PVC PIPE @ 1.00% SLOPE.3.24' OF 6" PVC PIPE @ 1.00% SLOPE4.CONNECT 4" HDPE UNDERDRAIN PIPE TO 6" PVC @ INV. ELEV. = 776.58'5.CONNECT 4" HDPE UNDERDRAIN PIPE TO 6" PVC @ INV. ELEV. = 776.72'6.NEW STORM CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 781.86'INV. ELEV. = 775.92'7.NEW SANITARY CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 781.92'INV. ELEV. = 777.44'8.96' OF 6" SDR-35 PVC @ 1.20% SLOPE9.NEW SANITARY CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 780.18'INV. ELEV. = 776.94'10.NEW SANITARY CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 780.17'INV. ELEV. (N) = 773.92'INV. ELEV. (W) = 773.92' (EXISTING)INV. ELEV. (E) = 773.92' (EXISTING)(FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING PIPE)11.CAP EXISTING STORM LINE - SEE DETAIL C/SU2.212.MODIFY EXISTING OUTFALL CONTROL STRUCTURE. PROVIDE A 13.5" ORIFICE PLATE ONTO EXISTING 15" STORMPIPE.13.STORMWATER QUALITY STRUCTURE (AQUA-SWIRL XCELERATOR XC-4)SEE DETAIL E/SU2.214.INVERT ELEV. @ BUILDING = 775.95'15.INVERT ELEV. @ BUILDING = 777.50'16.INVERT ELEV. @ BUILDING = 777.05'17.6" SDR-35 PVC CONNECTED TO NEW DOWNSPOUT BOOT @ 778.00'. SEE DETAIL I/SU 2.1. CONTRACTOR TO SUPPLYALL PIPE AND FITTINGS NECESSARY TO CONNECT TO STORM STRUCTURE.18.6" PVC PIPE FROM TRENCH DRAIN CATCH BASIN CONNECTED TO STRUCTURE ST-100 @ 1.00% SLOPE19.TRENCH DRAIN 'T1'. 9 CHANNELS OF ACO DRAIN KLASSIKDRAIN (K1-30 THRU K1-38) KS100 (FLOW S to N) LOADCLASS A WAVE IRON DRAINLOK GRATE. SEE DETAIL A ON SHEET SU2.220.TRENCH DRAIN 'T2'. 1 CHANNEL OF ACO DRAIN KLASSIKDRAIN (K1-38) KS100 (FLOW N to S) LOAD CLASS A WAVEIRON DRAINLOK GRATE. SEE DETAIL A ON SHEET SU2.221.ACO DRAIN K1-632 CATCH BASIN (6" UNDERSIDE KNOCKOUT).22.TRENCH DRAIN 'T3'. 8 CHANNELS OF ACO DRAIN POWERDRAIN (SK2-33 THRU SK2-40) S200K (FLOW E to W) LOADCLASS F IRON SLOTTED GRATE (4 BOLT). SEE DETAIL B ON SHEET SU2.223.OUTLET ACO CHANNEL TO HAVE END CAP AND 6" UNDERSIDE KNOCKOUT24.9' OF 6" PVC PIPE @ 2.00% SLOPE25.PROVIDE WYE FITTING TO CONNECT NEW 6" PVC PIPE FROM TRENCH DRAIN TO EXISTING 6" PVC. CONTRACTORTO FIELD VERIFY EXISTING INVERT OF 6" PVC.26.NEW STORM CLEANOUT - SEE DETAIL CS19/SU2.1T/RIM = 780.30'INV. ELEV. = 776.67'27.EXISTING DOWNSPOUT BOOT TO BE REPLACED WITH NEW DOWNSPOUT BOOT, PER DETAIL I/SU2.1. VERIFYDEPTH, MATERIAL AND PIPE SIZE OF EXISTING PIPE.28.13' OF 4" PERFORATED PVC PIPE WITH FILTER SOCK @ 1.00% SLOPE29.TRENCH DRAIN 'T4'. 6 CHANNELS OF ACO DRAIN POWERDRAIN (SK2-31 THRU SK2-23) S200K (FLOW W to E) LOADCLASS F IRON SLOTTED GRATE (4 BOLT). SEE DETAIL B ON SHEET SU2.230.TRENCH DRAIN 'T5'. 2 CHANNELS OF ACOO DRAIN POWERDRAIN (SK2-31 THRU SK2-23) NS200K (FLOW N to S) LOADCLASS F IRON SLOTTED GRATE (4 BOLT). SEE DETAIL B ON SHEET SU2.2.31.NEW DOWNSPOUT BOOT PER DETAIL H/SU2.1.32.20' OF 6" PVC SDR 35 PIPE AT 2.00% SLOPE.33.STORM SEWER CLEANOUT PER DETAIL D/SU2.1.34.NEW STORM INLET ST-300. CONNECT BUILDING ROOF DRAIN AND NEW TRENCH DRAINS. RE-CONNECT EXISTING 6"STORM LINE BELOW TO NEW INLET.35.NEW BUILDING 4" DIP ROOF DRAIN AT INV. ELEV= 777.80'36.10' OF 4" DIP @ 2.00% SLOPE.37.58' OF 6" PVS SDR 35 PIPE AT 1.50% SLOPE.UTILITY LEGENDPROPOSED BUILDING ADDITIONEXISTING BUILDINGEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED UNDERDRAINSEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATIONSEE SHEET SU1.0 FOR CONTINUATIONMECHANICALCOURTYARDT1 T2NEW BUILDINGADDITIONFFE = 780.00T3T4(EXIST. R-49)(EXIST.)TAC REVIEW12-15-202312TAC COMMENT RESPONSEPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLECONSTRUCTION LIMIT LINEPROPERTY LINEADDENDUM #23-4-20243STRUCTURE TABLE LEGENDRCPREINFORCED CONCRETE PIPEPVCPOLYVINYL CHLORIDE PIPEHDPEHIGH DENSITY POLYETHYLENE PIPE3-5-2024TAC COMMENT RESPONSE45-14-2024