HomeMy WebLinkAboutC109 Utility Plan101010COMPACTCOMPACT0+001+002+002+96BUILDING C4/2 STORIES MIXED USE64 UNITS23,678 SF FOOTPRINTXXXXXXXXXXXXXX X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX5+006+007+008+009+0010+00BUILDING B4/2 STORIES MIXED USE102 UNITS37,459 SF FOOTPRINTXXXXXXXXXXXXXXXXXXX
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W WWWWWWWWWWPROPOSED 6" DIAMETER SDR-35SANITARY LATERAL AT 1% MINIMUM.PROVIDE CLEANOUT 5' FROM THEBUILDING (SEE DETAIL), CORE ANDCONNECT TO EXISTING MANHOLE.PROPOSED 8" DIAMETER SDR-35SANITARY LATERAL AT 1% MINIMUM.PROVIDE CLEANOUT 5' FROM THEBUILDING TO PROPOSED MANHOLEPROPOSED CLASS 52 6" D.I. WATER SERVICE. PROVIDEKENNEDY RESILIENT SEAT M.J. GATE VALVE AT MAIN ANDAT BUILDING. BACKFLOW AND METER TO BE INSTALLED INMECHANICAL ROOM. CONNECT NEW SERVICE TOEXISTING MAIN WITH TAPPING SLEEVE AND VALVE.PROVIDE DISINFECTION AND SAMPLING TAP AT MAINAND AT BUILDING18" STONE EDGEDIAPHRAGM (TYP).SEE DETAIL.BIO RETENTIONAREA #2750 SFPROPOSEDUNDERGROUNDWATER QUALITY UNITOVERFLOW WIERBIO RETENTIONAREA #1925 SFBIO RETENTIONAREA #3500 SFPROPOSED POTABLEWATER FOUNTAINPROPOSED 2" KCOPPER WATERSERVICE (TYP.)CONNECT TO MUNICIPALSYSTEM AT MAN HOLEUTILIZE EXISTING METERAND BACKFLOWPROPOSED 17"X30"X18"VALVE BOXPROPOSED 17"X30"X18"VALVE BOX (2)RAISE RIM TOFINISHED GRADE2"X2"X2" TEEPROPOSED YARDHYDRANT. SEEDETAIL2" K COPPER WATERSERVICE (TYP.)4"18"OS-0 (5' DIA DOGHOUSE MH)TG=389.40SW INV=380.50E INV=380.50N INV=380.50DC-4.1 (2'x2'CB)TG=388.00NE INV=384.95S INV=384.95DC-4.3 (2'x2'CB)TG=388.00SW INV=385.50DA-2.4 (2'x2'CB)TG=388.10NE INV=385.10DA-2.3 (3'x3'CB)TG=387.90SW INV=384.81W INV=383.93NW INV=383.93DA-2.2 (3'x3'CB)TG=387.80SE INV=383.61NW INV=383.61DA-2.1 (4' DIA INLET MH)TG=388.50SE INV=383.26W INV=381.24DC-2.0.1 (2'x2'CB)TG=389.00NE INV=386.00DC-2 (5' DIA INLET MH)TG=389.00SW INV=385.80SE INV=384.05NE INV=385.23NW INV=382.27DC-3.1 (2'x2'CB)TG=389.20S INV=386.34NE INV=386.20DC-6 (2'x2'CB)TG=387.70S INV=385.02NE INV=385.02255 BAYFILTER (WQV UNIT)TG=388.50SW INV=381.13NE INV=380.63DA-3 (4' DIA INLET MH)TG=389.00NE INV=381.22SW INV=381.22DA-0 (WATER QUALITY UNIT)TG=389.10SW INV=381.02W INV=380.52DC-1 (5' DIA INLET MH)TG=388.90SE INV=382.15E INV=385.68NW INV=382.15DC-2.1 (2'x2'CB)TG=389.10SE INV=385.40SW INV=385.40DB-1 (4' DIA INLET MH)TG=387.50SW INV=381.20D-4 (2'X2' CB)TG=387.50D-3 (2'x2'CB)TG=387.50D-1 (2'x2'CB)TG=387.50DC-3 (5' DIA INLET MH)TG=389.20SW INV=386.00SE INV=384.58NW INV=384.58D-2 (2'x2'CB)TG=387.50DC-5 (2'x2'CB)TG=388.90SW INV=384.92NE INV=384.92DC-4 (3'x3'CB)TG=388.60SW INV=384.83N INV=384.83NW INV=384.83DC-4.2 (2'x2'CB)TG=388.00NE INV=385.23SW INV=385.23SE INV=382.12OS-2 (5' DIA INLET MH)TG=390.10SW INV=382.88SW INV=381.20NE INV=381.20DA-2.3.1 (2'X2' CB)TG=387.50E INV=384.0064
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69 LF 15" HDPE
STM.@ 0.50%39 LF 12" HDPESTM.@ 0.50%60 LF 18" HDPESTM.@ 0.20%35 LF 12" HDPESTM.@ 0.50%43 LF 12" HDPESTM.@ 0.50%107 LF 15" HDPESTM.@ 0.50%37 LF 12" HDPESTM.@ 0.25%41 LF 12" HDPESTM.@ 0.25%99 LF 15" HDPESTM.@ 0.25%13 LF 18" HDPESTM.@ 0.20%109 LF 12" HDPESTM.@ 0.25%109 LF 12" HDPESTM.@ 0.25%50 LF 12" HDPESTM.@ 0.25%43 LF 12" HDPESTM.@ 0.25%137 LF 36" HDPESTM.@ 0.05%111 LF 18" HDPESTM.@ 0.12%29 LF 15" HDPESTM.@ 0.25%20 LF 24" HDPESTM.@ 0.08%DA-1 (6' DIA INLET MH)TG=390.00SE INV=381.06NE INV=381.0657 LF 24" HDPESTM.@ 0.08%35 LF 18" HDPESTM.@ 0.12%PROPOSED UNDERGROUNDSTORMWATER STORAGE(11) MC-3500 CHAMBERSROWS @ 244' LONGPROPOSED FIREHYDRANT ASSEMBLYSEE DETAILFP = 390.5INV=385.63DISCHARGE TOGRADE PROVIDESPLASH BLOCKCLASS 52 6" D.I.ANCHOR PIPE (TYP.)12"X6" TAPPING SLEEVE ANDVALVE. FORM CONC. THRUSTBLOCK AGAINST UNDISTURBEDSOIL. SEE DETAIL (TYP.)BUFFALO STYLE CURBBOX WITH OUT OP.ROD. REST CURBBOX ON FLAT STONEOR CONC. BRICK. SEE DETAIL (TYP.)CLASS 52 6" D.I.ANCHOR PIPE (TYP.)12"X6" TAPPING SLEEVE. FORM CONC.THRUST BLOCK AGAINST UNDISTURBEDSOIL. SEE DETAILS (TYP.)8 IN LATERALNE INV=388.00DA-3.3.28" END SECTIONINV=387.446 LF 8" PVCSTM.@ 10.00%FP = 390.5PROPOSED UNDER DRAINSEE DETAIL (TYP.)DAYLIGHT UNDER DRAIN TO SWALE57 LF 12" HDPESTM.@ 0.50%69 LF 18" HDPESTM.@ 0.20%64 LF 24" HDPEPROPOSED 4"PERFORATED HDPEUNDERDRAIN (TYP.)PROPOSED 4"PERFORATED HDPEUNDERDRAIN (TYP.)18"3"18" ORIFICE3" ORIFICED89 LF 18" HDPESTM.@ 0.20%40 LF 12" HDPESTM.@ 0.50%REFER TO PUBLIC CONNECTIONNOTES FOR CONNECTIONS WITHINCITY EASEMENTS AND R.O.W.CONTRACTOR SHALLLOWER EXISTINGWATERMAIN AT LOCATIONTO AVOID CONFLICT ANDPROVIDE 18" OFSEPARATION AS REQUIREDCONTRACTOR SHALL LOWER EXISTING WATERMAINAT LOCATION TO AVOID CONFLICT AND PROVIDE18" OF SEPARATION AS REQUIREDREMOVE TOP OF MANHOLE AND INSTALLECCENTRIC CONE. RAISE RIM TO GRADE15 LF 8" PVCSAN @ 0.50%ROCK OUTLET PROTECTIONSEE DETAIL (TYP.)BLOW OFF YARD HAYDRANT2" GATE VALVE2"X1"X2" TEE2"X2"X1" TEE2"X1"X2" TEEPROPOSED YARDHYDRANT. SEEDETAIL2" GATE VALVE(CONNECT TO 6" STUB)PROPOSED 4"PERFORATED HDPEUNDERDRAIN (TYP.)PROPOSED 4"PERFORATED HDPEUNDERDRAIN (TYP.)16 LF 6" PVCSTM.@ 1.00%CONNECT STORM LINEFROM WATER MANHOLEFDCWWWWP ADD ALTERNATE:10K RAINFLO XERXES8' DIAMETER CISTERN. SEE DETAIL.OPTIMAX FILTERS INV=387.99N INV=387.99OVERFLOW TO STORM DRAINNORTH MEADOW STREET (NYS ROUTE 13)CARPENTER PARKMATCH LINEMATCH LINE
MATCH LINE
IP 18" HDPEINV. 8" PVC SE 385.29(PROPOSED)STUB, CAP, AND FLAG FORSUTURE PHASES (TYP.)DA-2 (5' DIA INLET MH)TG=389.20NE INV=381.10SW INV=385.21E INV=381.10S INV=387.84NW INV=381.1012"X6" TAPPING SLEEVE. FORM CONC.THRUST BLOCK AGAINST UNDISTURBEDSOIL. SEE DETAILS (TYP.)CROSSING CHECK:INV. SAN. PIPE=382.77INV. STM. PIPE =381.09DA-2.0.1 (2'X2' CB)TG=388.50NE INV=385.50DC-1.1 (2'x2'CB)TG=388.90W INV=385.90CROSSING CHECK:INV. SAN. PIPE=384.57INV. STM. PIPE =382.20STUB, CAP, ANDFLAG FOR SUTUREPHASES (TYP.)PROPOSED YARDHYDRANT. SEE DETAIL28
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63 LF 18" HDPESTM.@ 0.20%58 LF 12" HDPESTM.@ 0.50%No.RevisionsARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTEDVIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 ANDUNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS INcDateByDescriptionSheet No.Project No.DateDrawing No.Scale:Designed byProject ManagerPrincipal-in-ChargePASSERO ASSOCIATESClient:StampPASSERO ASSOCIATESEngineeringwww.passero.comArchitecture224 West Main Street, Suite 100(585) 325-1000Rochester, New York 14614Fax: (585) 325-1691PARK GROVE REALTY, LLC46 PRINCE STREETROCHESTER, NY 14607Jess Sudol, PEMatthew NewcombTrevor Haut, EITCAYUGA PARKCITY OF ITHACATOMPKINS COUNTYSTATE OF NEW YORK20172440.0001AUGUST 2020CITY OF ITHACASITECAYU
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T OLD TAUGHANNOCK BLVDDRAWING INDEXC101 COVERC102 - 104 EX. CONDITIONS & DEMO PLANC105 - 107 LAYOUT PLANC108 - 110 UTILITY PLANC111 - 113 GRADING PLANC114 PROFILESC115 - 117 LIGHTING PLANC201 - 203 DETAILSNOT FOR CONSTRUCTION00201040SCALE: 1"=20'HORIZONTAL SCALE20GWEXIST. ELECTRIC LINEEXIST. LIGHT POLEEXIST. GAS MAINEXIST. WATER MAINEXISTING EASEMENT LINELPEMHHHGVCBEXIST. ELECTRIC MANHOLEEXIST. ELECTRIC HANDHOLEEXIST. GAS VALVEPROPOSED EASEMENT LINEEPROPOSED UNDERGROUND ELECTRICEPROPOSED BUILDINGPROPOSED STORM SEWER, INLETMH, CB & END SECTIONEXISTING SANITARY SEWER ANDMANHOLEPROPOSED WATER SERVICEW/ HYDRANT & VALVEPROPOSED SANITARY SEWERAND MANHOLEEXISTING WATER SERVICE& VALVESSMHEXISTING STORM SEWER & MHHYDEXISTING ELECTRIC LINE & POLEPPWEXISTING FENCEWVLEGEND:PROPERTY BOUNDARYEXISTING CENTER LINE ROADEXISTING BUILDINGR.O.W.R.O.W.PROPOSED SIGNPROPOSED LIGHTPROPOSED CONCRETEDOHW
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UTILITY PLANC 10991" = 20'IRRIGATION WATER DISTRIBUTION SYSTEM:1.PROVIDE FLEXIBLE CONNECTION TO 2" HDPE IRRIGATION PIPE INSIDEEACH VALVE BOX2.2,300 LF SHALLOW DISTRIBUTION LINE2.1.2" FUSIBLE HDPE PIPE2.2.HEAT FUSION FITTINGS AT ALL JOINTS2.3.12" WIDE X 24" DEEP TRENCH FOR 18" BURY DEPTH2.4.CUSHION SAND BACKFILL 12" DEEP2.5.WARNING TAPE ON TOP OF SAND BACNKFILL3.(25) RISERS (SEE DETAIL)WATER DISTRIBUTION NOTES:1.ALL PLUMBING AT FROST FREE DEPTH UP TO IRRIGATION SYSTEM2.USE EXISTING SERVICE LINES3.KEEP EXISTING CURB STOP AND WATER METERALTERNATIVE 1:1.REMOVE AND SALVAGE (3) EXISTING HYDRANTS2.PROVIDE AND INSTALL (2) STAINLESS STEEL HYDRANTS. ONELOCATED ON EACH SIDE OF CARPENTER'S CIRCLE.3.PROVIDE AND INSTALL (2) CURB AND FROST HYDRANT TO SHUT OFFAND DRAIN SYSTEMCOMMUNITY GARDEN NOTES: