HomeMy WebLinkAboutC110 Utility Plan0+001+002+002+963+020+001+002+003+00BUILDING C4/2 STORIES MIXED USE64 UNITS23,678 SF FOOTPRINT14+5610+0011+0012+0013+0014+00UPBUILDING D5 STORIES13,700 SF FOOTPRINTSc/oS-2 (4' DIA MH)RIM=388.50SE INV=381.81NW INV=381.71WSS-1 (4' DIA MH)RIM=388.10SE INV=381.00NW INV=380.90142 LF 8" PVC
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%PROPOSED 8" DIAMETERSDR-35 SANITARY LATERALAT 1% MINIMUM. PROVIDECLEANOUT 5' FROM THEBUILDING AND ATCONNECTION TO MAIN.SEE DETAILS (TYP.)PROPOSED 8" DIAMETER SDR-35SANITARY LATERAL AT 1% MINIMUM.PROVIDE CLEANOUT 5' FROM THEBUILDING TO PROPOSED MANHOLEPROPOSED 6" CLASS 52 D.I.P. WATERSERVICE. PROVIDE KENNEDY RESILIANTSEAT M.J. GATE VALVE AT MAIN AND ATBUILDING. BACKFLOW AND METER TO BEINSTALLED IN MECHANICAL ROOM.PROVIDE DISINFECTION AND SAMPLINGTAP AT MAIN AND AT BUILDING18" STONE EDGEDIAPHRAGM (TYP).SEE DETAIL.BIO RETENTIONAREA #61500 SFBIO RETENTIONAREA #41100 SFBIO RETENTIONAREA #71000 SFBIO RETENTIONAREA #5750 SFDC-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=385.02DC-8 (2'x2'CB)TG=387.70NE INV=385.24DB-10 (4' DIA INLET MH)TG=387.50S INV=381.95W INV=381.95DB-8.3 (2'x2'CB)TG=388.50E INV=385.50DB-8.2 (2'x2'CB)TG=388.30W INV=385.34NE INV=385.34DB-8.1 (2'x2'CB)TG=388.40SW INV=385.15N INV=385.15DC-1 (5' DIA INLET MH)TG=388.90SE INV=382.15E INV=385.68NW INV=382.15DB-3.1 (2'X2' CB)TG=387.50SW INV=384.86NE INV=384.86DB-3 (5' DIA INLET MH)TG=387.80SW INV=384.55SE INV=381.39NE INV=381.39DB-1 (4' DIA INLET MH)TG=387.50SW INV=381.20D-4 (2'X2' CB)TG=387.50D-3 (2'x2'CB)TG=387.50DB-3.2 (2'X2' CB)TG=387.50SE INV=385.08NE INV=385.08DB-5 (5' DIA INLET MH)TG=390.70SE INV=381.52NE INV=387.34S INV=381.52NW INV=381.52DB-4 (4' DIA INLET MH)TG=390.30SE INV=381.48NW INV=381.48DB-3.4 (2'x2'CB)TG=388.50NW INV=385.50DB-7.2 (4' DIA INLET MH)TG=387.40W INV=382.55NE INV=382.55DB-7.1 (4' DIA INLET MH)TG=388.90SW INV=382.22N INV=382.22DB-7.5 (2'x2'CB)TG=386.60NW INV=383.57SW INV=382.50NE INV=382.50DB-7.6 (2'x2'CB)TG=386.70SE INV=383.70DC-3 (5' DIA INLET MH)TG=389.20SW INV=386.00SE INV=384.58NW INV=384.58DB-6 (2'X2' CB)TG=388.50E INV=385.00NW INV=381.54DC-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=384.83DB-12 (2'x2'CB)TG=384.90SW INV=382.19NE INV=382.19DC-7 (2'x2'CB)TG=387.20SW INV=385.13N INV=385.13SE INV=382.12DB-5.1 (2'X2' CB)TG=390.80SW INV=387.80DB-7.3 (2'X2' CB)TG=386.20W INV=382.70E INV=382.70DB-7.3.2 (2'X2' CB)TG=386.40W INV=383.40DB-10.2 (2'X2' CB)TG=388.50SE INV=385.5039 LF 12" HDPESTM.@ 0.50%32 LF 12" HDPESTM.@ 0.50%68 LF 12" HDPESTM.@ 0.50%68 LF 15" HDPESTM.@ 0.15%35 LF 12" HDPESTM.@ 0.50%63 LF 12" HDPESTM.@ 0.50%64 LF 24" HDPESTM.@ 0.15%44 LF 12" HDPESTM.@ 0.50%43 LF 12" HDPESTM.@ 0.50%24 LF 12" HDPESTM.@ 0.50%46 LF 18" HDPESTM.@ 0.15%76 LF 15" HDPESTM.@ 0.15%67 LF 12" HDPESTM.@ 0.50%60 LF
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STM.@ 0.50%19 LF 8" PVCSTM.@ 2.50%19 LF 12" HDPESTM.@ 0.50%DB-11 (3'x3'CB)TG=387.10SW INV=382.07N INV=382.0712"X8" TAPPINGSLEEVE AND VALVEINV=385.00FP = 390.0FP = 390.5INV=385.63CORE AND CONNECT TOEXISTING MANHOLEINV=373.85 SEE DETAILCLASS 52 6" D.I.ANCHOR PIPE (TYP.)PROPOSED HYDRANTASSEMBLY SEE DETAILCLASS 52 6" D.I.ANCHOR PIPE (TYP.)FORM CONC. THRUST BLOCKAGAINST UNDISTURBED SOIL.SEE DETAIL (TYP.)PROPOSED SEWER MANHOLE.SEE DETAIL (TYP)12"X6" TAPPING SLEEVE. FORM CONC.THRUST BLOCK AGAINST UNDISTURBEDSOIL. SEE DETAILS (TYP.)12"X6" TAPPING SLEEVE. FORM CONC.THRUST BLOCK AGAINST UNDISTURBEDSOIL. SEE DETAILS (TYP.)CLASS 52 8" D.I.P. PUBLIC WATERMAIN8 INCH LATERALSE INV=385.00DB-138" END SECTIONINV=384.93DC-10.112" END SECTIONINV=385.41DB-7.3.18" END SECTIONINV=382.92DB-7.412" END SECTIONINV=382.3944 LF 12" HDPESTM.@ 0.25%8 LATERALW INV=386.50DB-6.18" END SECTIONINV=385.0013 LF 8" PVCSTM.@ 11.95%c/oCURB BREAKDB-7.5.1 (2'X2' CB)TG=385.80SE INV=382.80NE INV=382.8024 LF 8" PVCSTM.@ 10.72%59 LF 12" HDPESTM.@ 0.50%PROPOSED 20' WIDEWATER EASEMENTDB-2 (4' DIA INLET MH)TG=387.80SW INV=381.30NE INV=381.3064 LF 24" HDPESTM.@ 0.15%75
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STM.@ 0.50%WPROPOSED 6" CLASS 52 D.I.P. WATER SERVICE. PROVIDEKENNEDY RESILIANT SEAT M.J. GATE VALVE AT MAIN ANDAT BUILDING. BACKFLOW AND METER TO BE INSTALLED INMECHANICAL ROOM. PROVIDE DISINFECTION ANDSAMPLING TAP AT MAIN AND AT BUILDING12"X8" TAPPINGSLEEVE AND VALVEXX18" MIN. VERTICAL SEPARATIONABOVE AND 18" MIN.HORIZONTAL SEPARATIONREQUIRED. LAY IN SEPARATETRENCH OR UNDISTURBEDEARTH SHELF (TYP.)XPROPOSED HYDRANT ASSEMBLY SEE DETAILCLASS 52 6" D.I. ANCHOR PIPE (TYP.)FORM CONC. THRUST BLOCK AGAINSTUNDISTURBED SOIL. SEE DETAIL (TYP.)X18" MIN. VERTICAL SEPARATION ABOVE AND18" MIN. HORIZONTAL SEPARATION REQUIRED.LAY IN SEPARATE TRENCH OR UNDISTURBEDEARTH SHELF (TYP.)X18" MIN. VERTICAL SEPARATION ABOVE AND18" MIN. HORIZONTAL SEPARATION REQUIRED.LAY IN SEPARATE TRENCH OR UNDISTURBEDEARTH SHELF (TYP.)X8.5'7.4'40 LF 12" HDPESTM.@ 0.50%REFER TO PUBLIC CONNECTIONNOTES FOR CONNECTIONS WITHINCITY EASEMENTS AND R.O.W.CONTRACTOR SHALL LOWER EXISTING WATERMAINAT LOCATION TO AVOID CONFLICT AND PROVIDE18" OF SEPARATION AS REQUIRED18" STONE EDGEDIAPHRAGM (TYP).SEE DETAIL.CONTRACTOR SHALL LOWEREXISTING WATERMAIN ATLOCATION TO AVOIDCONFLICT AND PROVIDE 18"OF SEPARATION AS REQUIREDREMOVE TOP OF MANHOLE AND INSTALLECCENTRIC CONE. RAISE RIM TO GRADE15 LF 8" PVCSAN @ 0.50%CROSSING CHECK:INV. SAN. PIPE=382.28INV. STM. PIPE =385.30ROCK OUTLET PROTECTIONSEE DETAIL (TYP.)PROPOSED 4"PERFORATED HDPEUNDERDRAIN (TYP.)CROSSING CHECK:INV. SAN. PIPE=381.31INV. STM. PIPE =382.5029 LF 6" PVCSTM.@ 1.00%16 LF 6" PVCSTM.@ 1.00%WWWWWWWW
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5%DB-6.5 (5' DIA INLET MH)TG=389.40E INV=381.59N INV=381.59DB-7 (5' DIA INLET MH)TG=388.90S INV=382.10SE INV=381.66W INV=381.66DB-8 (4' DIA INLET MH)TG=389.40S INV=384.81SE INV=381.78NE INV=386.21NW INV=381.7818" MIN. VERTICAL SEPARATION ABOVE AND18" MIN. HORIZONTAL SEPARATION REQUIRED.LAY IN SEPARATE TRENCH OR UNDISTURBEDEARTH SHELF (TYP.)8"X6" CLASS 52 D.I.ANCHOR TEE.SEE DETAIL.8"X6" CLASS 52 D.I.ANCHOR TEE.SEE DETAIL.FORM CONC. THRUST BLOCK AGAINSTUNDISTURBED SOIL. SEE DETAILS (TYP.)DB-9 (4' DIA INLET MH)TG=389.30E INV=381.88NW INV=381.8850 LF 15" HDPESTM.@ 0.15%14 LF 8" PVCSTM.@ 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 110101" = 20'TYPICAL TRENCH EXCAVATION DETAILEXCAVATIONLAYBACK IF REQUIREDIN ACCORDANCEWITH OSHA 1926SUBPART P APP BEXISTING ORPROPOSED PIPEREFER TO PLANS10'Dx4'Wx8'L AMERICANSHORING, INC TRENCH SHIELD,ONE MODEL 4SDW48 AND ONEMODEL 4SDW68 STACKED ONTOP. MEETING ALL OSHAEXCAVATION REGULATIONS.CONTRACTOR SHALL VERIFYALL FIELD CONDITIONS,INCLUDING SOIL CONDITIONS.IF A DIFFERENT TRENCH SHIELDIS UTILIZED, CONTRACTORSHALL SUBMIT CUT SHEETSTAMPED BY A LICENSEDENGINEER, TO NYSDOT, PRIORTO WORK BEGINNING.18"MIN.SLOPE BACKSIDES OFEXCAVATION INACCORDANCEWITH OSHA 1926SUBPART P APP BLIMIT OFEXCAVATIONREFER TO PLANSFOR DIMENSIONSEXISTING ORPROPOSED PIPESDEPTHS ANDINVERTS PERPLANSPROVIDE THREE 1" THICKSTEEL ROAD PLATES, THATEXTENDS BEYOND THEWIDTH OF THE TRENCHBOX BY 6", EITHER SIDEOF THE TRENCH BOXWALL, FOREXCAVATIONSPERFORMED NEAR THEPIPE TERMINUS.(SITE SPECIFIC DESIGNREQUIRED FROMMANUFACTURERAMERICAN SHORING)SECTION VIEWPLAN VIEW4SDW48(UPSIDEDOWN)4SDW68(SITE SPECIFICDESIGN REQUIREDFROMMANUFACTURERAMERICANSHORING)H BRACKETTHROUGHSTACKING EYESTO PERMITSTACKING (TYP)EXCAVATIONLAYBACK 2 ON 1 INACCORDANCE WITHOSHA 1926 SUBPART PAPP BKNIFE EDGE DOWNKNIFE EDGE UPSQUARE EDGESINSTALLATION NOTE:SHIELDS ARE TO BEINSTALLED BYEXCAVATING INSIDETHE SHIELD SO ITSETTLES DOWN ASMATERIAL ISREMOVED.STANDARD WATER MAIN EXTENSION NOTES1.THE WATER MAIN PIPELINE SHALL BE DISINFECTED EQUAL TOAWWA STANDARD FOR DISINFECTING WATER MAINSDESIGNATION C651 (LATEST REVISION). FOLLOWINGDISINFECTION, THE WATER MAIN PIPELINE SHALL BE FLUSHEDUNTIL THE CHLORINE CONCENTRATION IN THE WATER LEAVINGTHE MAIN IS NO HIGHER THAN THAT GENERALLY PREVAILING INTHE SYSTEM.ALL WATER MAIN PIPE FITTINGS NOT RECEIVING 24-HOURCHLORINE DISINFECTION CONTACT TIME MUST BESWAB-DISINFECTED 30 MINUTES PRIOR TO INSTALLATION.THE SAMPLING POINT(S) MUST BE DECONTAMINATED BYFLAMING.FIRE HYDRANTS ARE NOT ACCEPTABLE SAMPLING POINTS.THE TOMPKINS COUNTY DEPARTMENT OF PUBLIC HEALTH MUSTRECEIVE AT LEAST 48-HOUR ADVANCE NOTIFICATIONREQUESTING SAMPLING SERVICES. SAMPLING WILL NOT BEPERFORMED PRIOR TO RECEIPT FROM A NEW YORK STATELICENSED OR REGISTERED DESIGN PROFESSIONAL (ENGINEER,ARCHITECT OR LAND SURVEYOR WITH A SPECIAL EXEMPTIONUNDER SECTION 7208(N) OF THE EDUCATION LAW) CERTIFYINGTHAT THE WATER SUPPLY IMPROVEMENTS, TESTING ANDDISINFECTION PROCEDURES WERE COMPLETED INACCORDANCE WITH THE APPROVED PLANS, REPORTS,SPECIFICATIONS AND ANY APPROVED AMENDMENTS. THEDEPARTMENT WILL COLLECT SAMPLES FOR FREE CHLORINERESIDUAL, TOTAL COLIFORM, ESCHERICHIA COLI (E. COLI) ANDTURBIDITY.THE WATER MAIN PIPE AND APPURTENANCES SHALL NOT BEPLACED INTO SERVICE UNTIL SO AUTHORIZED BY THE TOMPKINSCOUNTY DEPARTMENT OF PUBLIC HEALTH.1.MINIMUM VERTICAL SEPARATION BETWEEN WATER MAINPIPELINES AND SEWER PIPELINES SHALL BE 18 INCHESMEASURED FROM THE OUTSIDE OF THE PIPES AT THE POINT OFCROSSING. ONE FULL STANDARD LAYING LENGTH OF WATERMAIN PIPE SHALL BE CENTERED UNDER OR OVER THE SEWER SOTHAT BOTH JOINTS WILL BE AS FAR FROM THE SEWER ASPOSSIBLE. IN ADDITION, WHEN THE WATER MAIN PIPELINEPASSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT(COMPACTED SELECTED FILL) SHALL BE PROVIDED FOR THESEWER TO PREVENT EXCESSIVE DEFLECTION OF JOINTS ANDSETTLING OF THE SEWER ON THE WATER MAIN. MINIMUMHORIZONTAL SEPARATION BETWEEN PARALLEL WATER MAINPIPES AND SEWER PIPES (INCLUDING MANHOLES AND VAULTS)SHALL BE 10 FEET MEASURED FROM THE OUTSIDE OF THE PIPES,MANHOLES OR VAULTS.2.WHEN INSTALLING FIRE HYDRANTS, SHOULD GROUND WATER BEENCOUNTERED WITHIN SEVEN (7) FEET OF THE FINISHED GRADE,FIRE HYDRANT WEEP HOLES (DRAINS) SHALL BE PLUGGED.3.THE WATER MAIN PIPELINE AND APPURTENANCES SHALL BEPRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THEMINIMUM REQUIREMENTS OF THE AWWA STANDARD C600,C602, C604, OR C605 (MOST RECENT VERSION AS APPLICABLE)OR IN ACCORDANCE WITH MORE STRINGENT REQUIREMENTSIMPOSED BY THE SUPPLIER OF WATER.