HomeMy WebLinkAboutC610 - Site Utility Plan - SU1.1FDCFDCFDC FDC FDC FDCDNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGC100STORAGEC101ATV CLASSROOMC141STUDIO BC141AOFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101HCORRIDOR-C152DWDWNEW BUILDING ADDITION16,000 SFFFE = 852.8826223719681214141513131215151818181812SEE PLUMBING PLANS16177152021202036111210101192371211111112134455559ST-104ST-101ST-103ST-105ST-201ST-102ST-302ST-205ST-301ST-300-OUTST-202ST-207ST-300-INST-206ST-204ST-203SAN-1SAN-3SAN-6SAN-2SAN-41INV. 848.131INV. 848.131INV. 848.131INV. 847.0011INV. 848.211INV. 847.882499991030292827UNDERGROUND DETENTION SYSTEMTOTAL CONTRIBUTING AREA = 1.36 ACRESBOTTOM OF CHAMBERS = 841.00TOP OF CHAMBERS = 844.7510 YEAR ELEVATION = 842.4010 YEAR RELEASE RATE = 4.13 CFS10 YEAR STORAGE VOLUME = 0.063 AC/FT100 YEAR ELEVATION = 844.72100 YEAR RELEASE RATE = 6.36 CFS100 YEAR STORAGE VOLUME = 0.127 AC/FTDETENTION BASIN EASEMENTDETENTION BASIN EASEMENT323135372331322323343822233940 STORM STRUCTURE TABLESTR.NO.101102103104105201202203204205206207300-IN300-OUT301302STRUCTUREExisting ManholeInlet Type "A"Type "C" ManholeType "C" ManholeExisting ManholeInlet Type "A"Inlet Type "M"Inlet Type "M"Type "C" ManholeType "C" ManholeType "C" ManholeAqua-Swirl XC-6Detention ChambersDetention ChambersOutlet Control StructureExisting ManholeSTRUCTUREDETAILREFERENCE-Sheet SU2.1Sheet SU2.1Sheet SU2.1-Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1-CASTING TYPE-R-3472R-1772R-1772-R-3286-8VR-3287-10VR-3287-SB10R-1772R-3286-8VR-1772PER MAN.--R-1772-RIM852.00851.30851.98852.76851.87851.54850.58849.65849.96851.18850.35850.57850.45850.84851.04851.19INCOMING PIPE DATA(DIRECTION) [FROM STR]12" RCP 846.24 (W) []12" RCP 846.20 (S) []10" PVC Pipe 846.58 (SE) []18" RCP 845.73 (S) [101]12" RCP 846.43 (SW) [102]18" RCP 845.16 (W) [103]18" RCP 844.93 (S) [104]30" RCP 842.56 (W) []8" PVC Pipe 847.10 (S) []12" RCP 846.70 (W) [201]6" PVC Pipe 846.20 (S) []15" RCP 845.96 (W) [202]12" RCP 845.76 (N) [203]6" PVC Pipe 846.00 (S) []18" RCP 845.60 (W) [204]12" RCP 845.10 (S) [205]18" RCP 841.04 (W) [206]18" RCP 841.00 (S) [207]15" RCP 841.00 (W) [300-OUT]15" RCP 840.11 (SW) [301]30" RCP 839.97 (S) []15" RCP 842.97 (SE) []OUTGOING PIPE DATA(DIRECTION) [TO STR]18" RCP 846.08 (N) [103]12" RCP 846.54 (NE) [103]18" RCP 845.63 (E) [104]18" RCP 845.06 (N) [105]30" RCP 840.05 (NE) []12" RCP 847.03 (E) [202]15" RCP 846.20 (E) [204]12" RCP 845.96 (S) [204]18" RCP 845.66 (E) [206]12" RCP 845.23 (N) [206]18" RCP 841.10 (E) [207]18" RCP 841.04 (N) [300-IN]15" RCP 841.00 (E) [301]15" RCP 840.25 (NE) [302]30" RCP 839.87 (NW) []OUTGOINGPIPE L.F.58'33'67'19'2'104'75'26'16'42'9'8'8'13'2'OUTGOINGPIPE SIZE18"12"18"18"30"12"15"12"18"12"18"18"15"15"30"OUTGOINGGRADE0.60%0.32%0.70%0.70%0.00%0.32%0.32%0.75%0.40%0.32%0.55%0.55%0.00%1.15%0.00%CONNECT TOSTR.103103104105202204204206206207300-IN301302REMARKSCONNECT 10" ROOF DRAIN----CONNECT 6" ROOF DRAINCONNECT 6" ROOF DRAIN-CONNECT 6" ROOF DRAIN-------SANITARY STRUCTURE TABLESTR.NO.SAN-1SAN-2SAN-3SAN-4SAN-6STRUCTURE48" SAN. MANHOLE48" SAN. MANHOLE48" SAN. MANHOLE48" SAN. MANHOLEExisting ManholeSTRUCTUREDETAILREFERENCESheet SU2.2Sheet SU2.2Sheet SU2.2Sheet SU2.2-CASTING TYPER-1642-AR-1642-AR-1642-AR-1642-A-RIM851.82851.83852.33851.07851.99INCOMING PIPE DATA(DIRECTION) [FROM STR]12" PVC Pipe 839.55 (N) [SAN-2]12" PVC Pipe 839.67 (E) [SAN-3]12" PVC Pipe 839.93 (E) [SAN-4]12" PVC Pipe 840.16 (S) [SAN-6]12" PVC Pipe 840.34 (E) []8" PVC Pipe 841.47 (S) [SAN-CO2]OUTGOING PIPE DATA(DIRECTION) [TO STR]12" PVC Pipe 839.53 (SW) []12" PVC Pipe 839.67 (S) [SAN-1]12" PVC Pipe 839.93 (W) [SAN-2]12" PVC Pipe 840.16 (W) [SAN-3]12" PVC Pipe 840.28 (N) [SAN-4]OUTGOINGPIPE L.F.2'57'122'111'60'OUTGOINGPIPE SIZE12"12"12"12"12"OUTGOINGGRADE0.00%0.21%0.21%0.21%0.20%CONNECT TOSTR.SAN-1SAN-2SAN-3SAN-4REMARKS-----206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! SU1.1UTILITY PLANUTILITY PLAN LEGENDEXISTING STORM LINEEXISTING SANITARY LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED STORM LINEPROPOSED SANITARY LINEPROPOSED MANHOLE STRUCTUREPROPOSED STORM INLET STRUCTURE1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.5.FLOOD ROUTING PATH FROM PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTES UTILITY KEYNOTES1.PROPOSED STORM CLEANOUT2.PROPOSED 6" PVC STORM LATERAL @ 1.50% MIN. SLOPE3.PROPOSED 10" PVC STORM LATERAL @ 1.50% MIN. SLOPE4.PROPOSED 6" PERIMETER UNDERDRAIN, CONNECT TO ST-301.5.PROPOSED PAVEMENT UNDERDRAIN, REQUIRED FOR EACHPROPOSED INLET.6.PROPOSED UNDERGROUND DETENTION CHAMBER SYSTEM WITHISOLATOR ROW, STORM TECH MC-3500 (32 CHAMBERS)7.CONNECT PROPOSED STORM PIPE(S) TO EXISTING STRUCTURE.MODIFY OR REPLACE EXISTING STORM STRUCTURE ASNECESSARY. ADJUST TOP OF CASTING TO MATCH PROPOSEDGRADE AS NECESSARY.8.PROPOSED OUTLET CONTROL STORM MANHOLE9.PROPOSED ELECTRICAL CONDUITS (TWO 6"), SEE ELECTRICAL SITEPLAN FOR ADDITIONAL INFORMATION.10.PROPOSED PRECAST CONCRETE ELECTRICAL MANHOLE (8'x4'x6'DEPTH). SEE ELECTRICAL SITE PLAN FOR ADDITIONALINFORMATION.11.PROPOSED SANITARY CLEANOUT12.PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE13.PROPOSED SANITARY MANHOLE14.CONNECT PROPOSED SANITARY PIPE(S) TO EXISTING STRUCTURE.MODIFY EXISTING SANITARY STRUCTURE AS NECESSARY.15.PROPOSED 12" PVC SANITARY SEWER16.GREASE INTERCEPTOR (SEE PLUMBING PLANS)17.MONITORING MANHOLE / SAMPLING PORT (SEE PLUMBING PLANS)18.PROPOSED 4" GAS LINE (COORDINATE INSTALLATION WITHCENTERPOINT ENERGY)19.PROPOSED AQUA-SWIRL XC-6 BMP STRUCTURE20.PROPOSED 10" DUCTILE IRON PIPE WATER LINE21.FIRE HYDRANT ASSEMBLY22.POST INDICATOR VALVE (P.I.V.)23.PROPOSED 8" DUCTILE IRON PIPE FIRE PROTECTION LINE24.PROPOSED 8" PVC STORM LATERAL @ 1.50% MIN. SLOPE25.CONNECT EXISTING 8" VCP SANITARY PIPE TO NEW 8" PVC PIPEWITH A FERNCO COUPLING26.PROPOSED 8" PVC STORM LATERAL AT 1.80% SLOPE.27.26.24' OF ACO K100 TRENCH DRAIN ( SEE ACO TRENCH DRAINDETAIL ON SHEET SU2.1)28.23' OF ACO K100 TRENCH DRAIN (SEE ACO TRENCH DRAIN DETAILON SHEET SU2.1) FLOWING WEST TO EAST TO A K1 SERIES 900INLINE CATCH BASIN.T/RIM ELEV. = 851.92'29.4" PVC STORM LATERAL @ 2.00% SLOPE30.PROVIDE A PVC WYE FITTING 8"x8"x4"31.TAP EXISTING MAIN IN THIS LOCATION AND PROVIDE FLANGED ENDCAP ON REMAINING SECTION OF PIPE TO THE EAST32.PROVIDE 8" DIA. VALVE AT TAP (CONFIRM EXISTING PIPE SIZE)33.CONNECT NEW 8" DIP FIRE PROTECTION LINE TO EXISTING 8" DIPLINE AT THIS LOCATION. PROVIDE THRUST BLOCK.34.6" DIP DOMESTIC WATER LINE AT -5'-0" BELOW FINISH GRADE35.CONNECT NEW 6" DIP DOMESTIC WATER LINE TO EXISTING 6" DIP(FIELD VERIFY) DOMESTIC WATER LINE36.SECTIONAL VALVE37.PROVIDE A DOMESTIC SERVICE TAP AND VALVE FOR AN 8"X8"X6"DIP CONNECTION - VALVE ON 6" LATERAL.38.CONNECT NEW 8" DIP TO EXISTING 8" DIP AT THIS LOCATION (FIELDVERIFY LOCATION OF EXISTING 8" DIP)39.CAP EXISTING 6" DIP DOMESTIC WATER AND REMOVE VALVE.40.RELOCATE LIGHT POLE AS REQUIREDEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGPROPOSED / RELOCATED GAS LINE1TAC REVIEW9-19-20232ADDENDUM 210-04-20233TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTION4TAC COMMENT RESPONSE12-19-2023444