HomeMy WebLinkAbout!Cayuga Park Civil Plan Set 3-4-21101010COMPACTCOMPACTEES 35°56'24" W MAPTHI
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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 ITHACASITECAYUG
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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 CONSTRUCTIONCOVER SITE PLANC 10111" = 50'LEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT005025100SCALE: 1"=50'HORIZONTAL SCALE50APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATESITE DEVELOPMENT PLANS FORCAYUGA PARKCITY OF ITHACA, TOMPKINS COUNTY, NEW YORKP.N. 20172440.0001BUILDING AMARKETVIEWAPARTMENTSBUILDING BSTEAMBOATAPARTMENTSAND MIXED USEBUILDING DCAYUGAMEDICALOFFICECARPENTER PARKCARPENTER DRIVEBUILDING DATABUILDINGUSEAPPROX PARCELAREANUMBER OF UNITSCOMMERCIAL SFSURFACE PARKINGSPACESGARAGE PARKINGSPACESAAPARTMENT0.834 ACRES4 STORIES42 UNITSN/A16N/ABMIXED3.212 ACRESFLOORS 2-4102 UNITS35,937 SF77193CMIXEDFLOORS 2-464 UNITS23,678 SFDMEDICAL OFFICE4.632 ACRESN/A68,500 SF251N/ABUILDING CSTEAMBOATAPARTMENTSAND MIXED USESITE DATA1.TAX ACCOUNT NUMBER: 36.00-01-003.52.PARCEL ADDRESS: CARPENTER PARK ROAD, ITHACA, NY 148503.TOTAL PARCEL AREA: 10.8 ACRES (470,448 S.F.)4.EXISTING ZONING: MARKET DISTRICTPROPOSED ZONING: PLANNED UNIT DEVELOPMENT (PUD)NOTE: REZONED IN 20205.EXISTING USE: UNDEVELOPEDPROPOSED USE: MIXED USE6.AREA REQUIREMENTS:REQUIREDPROPOSEDLOTWIDTH240'240'DEPTH1,242'1,242'AREA470,448 SF470,448 SFOPEN SPACE209,088 S.F.209,088 S.F.SETBACKFRONT0'0'REAR8.9'8.9'SIDE40.9'40.9'BUILDINGHEIGHT< 5 STORIES5 STORIESSPACING90.5'90.5'PARKINGNOTES:STALLS537 TOTAL 537 TOTAL(193 INTERIOR)(193 INTERIOR)STALL SIZE (PERPENDICULAR)8.5'8.5'STALL SIZE (PARALLEL)18'18'FIRELANE WIDTH26'26'7.THERE ARE NO FEDERALLY REGULATED WETLANDS ON THIS PARCEL ACCORDING TO THE US FISH ANDWILDLIFE SERVICE'S NATIONAL WETLAND INVENTORY.8.THERE ARE NO STATE REGULATED WETLANDS ON THIS PARCEL ACCORDING TO NYSDEC WETLANDINVENTORY.9.THERE IS A FLOOD PLAIN ON THIS PARCEL PER FIRM MAP COMMUNITY PANEL NO. 360850 0001 B DATED09/30/1981.10.PUBLIC WATER WILL BE PROVIDED BY THE CITY OF ITHACA.11.ELECTRIC SERVICE WILL BE SUPPLIED BY NYSEG.12.GAS SERVICE WILL BE SUPPLIED BY NYSEG.13.SANITARY SEWER WILL BE PROVIDED BY THE CITY OF ITHACA.14.STORM SEWER AND DRAINAGE FACILITIES WILL BE PRIVATE AND MAINTAINED BY OWNER.15.ALL IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE CURRENT DEVELOPMENT STANDARDSAND SPECIFICATIONS OF THE CITY OF ITHACA.PROPOSED HEAVY DUTY PAVEMENTPROPOSED LIGHT DUTY PAVEMENTGREEN STAR
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SETBACKEXISTING SIGNEXIST. ELECTRIC LINEEXIST. WATER MAINEXIST. GAS MAINEXIST. GAS VALVEEXIST. ELECTRIC HANDHOLEEXIST. ELECTRIC MANHOLEEXIST. LIGHT POLEEXISTING EASEMENT LINE00201040SCALE: 1"=20'HORIZONTAL SCALE20TREE TO BE REMOVEDXXXXXXXXXXSITE FEATURE TO BE REMOVEDPAVEMENT TO BE REMOVEDPAVMENT DEMOLITION NOTES1. MILL ASPHALT PER PLAN AND STOCKPILE FOR RE-USE.2. FOR FULL DEPTH PAVEMENT EXCAVATION; THE TOP OF THE EXISTINGCURB IS TO REMAIN AND SHALL HAVE A REVEAL OF 6" AT THECOMPLETION OF CONSTRUCTION. EXISTING SUITABLE SUB-BASEENCOUNTERED DURING EXCAVATION SHALL BE STOCKPILED FORRE-USE. EXCESS MATERIALS OR UNSUITABLE MATERIAL SHALL BEHAULED OFF-SITE.3. PREPARE AND PLACE A SUB-BASE COURSE COMPOSED OF A BLENDOF THE EXISTING SUB-BASE (FROM STOCKPILE), ASPHALT MILLINGS(FROM STOCKPILE) AND IF NEEDED, ADDITIONAL STONE AGGREGATETO OBTAIN THE SPECIFIC DEPTH OF AND THE PLACEMENT OF 1" OFCRUSHED STONE FOR FINE GRADING PURPOSES.4. PAVE ENTIRE PARKING AREA WITH TYPE 7F TOP COURSE ASPHALT.5. UPON COMPLETION, ALL PAVEMENT AREAS SHALL BE SMOOTH, ALLCURB SHALL HAVE 6" REVEAL, WATER SHALL DRAIN WELL INTOEXISTING CATCH BASINS (NO PONDING) ALL HANDICAP RAMPSSHALL BE FLUSH WITH NEW PAVEMENT AND SHALL MEET ALL ADAREGULATIONS.DEMOLITION NOTES:1.CONTRACTOR IS RESPONSIBLE TO CALL DIG SAFE 811 PRIORTO BEGINNING DEMOLITION.2.WITHIN LIMIT LINES, ALL AT GRADE UTILITIES SUCH ASTRANSFORMERS, GENERATORS, HVAC UNITS, THE UNIT'SCONCRETE PAD AND ANY FENCING THAT SURROUNDS THEUNIT, TO BE REMOVED. 3.PRIOR TO ANY DEMOLITION TAKING PLACE, CONTRACTORTO VERIFY LOCATION AND DEPTH OF ALL UTILITIES WITHINTHE WORK AREA OR THOSE EXPECTED TO BE AFFECTED BYNEW WORK, AND SUBSURFACE FEATURES.4.CONTRACTOR TO COORDINATE ALL UTILITY SHUT DOWNS,RELOCATIONS, SERVICE INSTALLATIONS WITH THE LOCALUTILITY COMPANIES.5.CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALLDEMOLISHED MATERIAL IN ACCORDANCE WITH ALL LOCAL,STATE AND FEDERAL REGULATIONS.6.ALL EXISTING FEATURES TO BE REMOVED ARE NOT SHOWNON SUBSEQUENT PLANS FOR CLARITY.7.CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES TOREMAIN. DAMAGE TO EXISTING FEATURES TO REMAIN SHALLBE REPAIRED AT THE CONTRACTORS EXPENSE.8.ALL SURFACES THAT ARE DISTURBED DUE TO UTILITYCONSTRUCTION, OUTSIDE OF THE MAJOR WORK AREAS, ARETO BE RESTORED TO PRE-CONSTRUCTION CONDITION, INACCORDANCE WITH THE ASPHALT AND CONCRETE SECTIONDETAILS INCLUDED IN THESE PLANS. LAWN AREAS ARE TO BERE-ESTABLISHED WITH 4 INCHES OF TOPSOIL (MINIMUM)AND HYDROSEED.9.ANY MATERIALS CONTAINING ASBESTOS SHALL BEREMOVED AND DISPOSED OF IN ACCORDANCE WITHFEDERAL, STATE AND LOCAL REGULATIONS. NOTE THIS MAYINCLUDE UNDERGROUND UTILITIES. 10.ALL UTILITIES NOT SLATED FOR DEMOLITION ARE TO REMAINFUNCTIONAL UPON COMPLETION OF DEMOLITION. THISINCLUDES BYPASS PUMPING, IF NECESSARY11.EXISTING UTILITIES THAT ARE PROPOSED TO BE REMOVED,UNLESS OTHERWISE INDICATED, SHALL BE EXCAVATED,UTILITY MATERIAL REMOVED, AND DISPOSED OF INACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS. ALLTRENCHES SHALL BE BACKFILLED WITH GRANULAR FILL,COMPACTED IN 12" LIFTS TO 95% MODIFIED PROCTOR TEST.ALL DISTURBED AREAS SHALL BE RESTORED IN KIND INACCORDANCE WITH THE DETAILS IN THESE PLANS AND AT AMINIMUM TO THEIR ORIGINAL STATE.12.AREAS OF ASPHALT AND CONCRETE REMOVAL SHALL BESAWCUT WITH A NEAT STRAIGHT LINE AT ALL REMOVALLIMITS.13.CONTRACTOR RESPONSIBLE FOR OBTAIN ALL DEMOLITIONPERMITS AND INCLUDE ALL FEES ASSOCIATED WITH THOSEPERMITS, IN HIS BID.14.IF ANY ENVIRONMENTAL CONDITIONS OR ISSUES, NOTPREVIOUSLY IDENTIFIED, ARE ENCOUNTERED DURINGDEMOLITION, THE OWNER AND THE CONTRACTORS(S) SHALLIMMEDIATELY NOTIFY THE TOWN, TOMPKINS COUNTYHEALTH DEPARTMENT AND NYSDEC BEFORE CONTINUINGTHE DEMOLITION PROCESS.15.ALL MATERIALS SHALL BE RECYCLED, WHEN APPROPRIATE.16.THE CONTRACTOR SHALL OBTAIN ALL SEWER PERMITS PRIORTO DEMOLITION.17.ALL SPOIL MATERIALS FROM DEMOLITION OR EARTHWORK,SHALL BE REMOVED FROM THE SITE AND DISPOSED OF ATTHE CONTRACTORS EXPENSE.18.ALL EXISTING STRUCTURES THAT ARE ABANDONED IN PLACE,SHALL BE REMOVED TO A DEPTH OF 2 FEET BELOW FINISHEDGRADE. STRUCTURES SHALL BE FILLED WITH CRUSHED STONE,(MEETING NYSDOT STANDARD SPECIFICATION SECTION 304)COMPACTED IN 12" LIFTS TO 95% MODIFIED PROCTOR TEST.
PPPPPPPPPPMHPPHYDWVPPWVPPWVPPWSWVHYDPPWWW99.68'A.L. 103.32'RADIUS 90.00'Δ 65° 46' 41"A.L. 25.71'RADIUS 15.00'Δ 98° 12' 48"N 56°11'05" W MAP196.92'73.83'S 34°47'52" W MAP173.58'72.23'203.19'S 35°56'24" W MAP274.83'S 33°47'35" W MAP453.73'S 23°34'32" W MAP279.30'225.43'228.30'N 56°14'08" W MAP113.63'S 34°47'52" W MAP276.90'201.00'S 35° 56' 24" W MAPNORTH MEADOW STREET (NYS ROUTE 13)CARPENTER PARK94.
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SETBACKEXISTING SIGNEXIST. ELECTRIC LINEEXIST. WATER MAINEXIST. GAS MAINEXIST. GAS VALVEEXIST. ELECTRIC HANDHOLEEXIST. ELECTRIC MANHOLEEXIST. LIGHT POLEEXISTING EASEMENT LINE00201040SCALE: 1"=20'HORIZONTAL SCALE20EXISTING CONDITIONS &DEMOLITION PLANC 10331" = 20'TREE TO BE REMOVEDXXXXXXXXXXSITE FEATURE TO BE REMOVEDPAVEMENT TO BE REMOVED
EACHYDWVWVWVPPPPPOSTPOSTAC MB ON WALKGM ON BLD CO 4"CO 4"LPTLB E END ROW OF 6" CEDARS TLB W END ROW OF 6" CEDARS LPTLB E END ROW OF 6" CEDARS TLB E END ROW OF 6" CEDARSHYDPP LPTLB E END ROW OF 6" CEDARS LPPPCO 4"CO 4"CO 4"PPWVHYDWVPP99.68'A.L. 228.06'RADIUS 90.00'Δ 145° 11' 05"A.L. 103.32'RADIUS 90.00'Δ 65° 46' 41"RADIUS 15.00'Δ 98° 12' 48"332.07'N 33°36'32" E MAP731.22' OVERALLS 23°34'32" W MAP279.30'S 06°06
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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 SCALE20GWLPEMHHHGVCBEEXISTING SANITARY SEWERAND MANHOLEEXISTING WATER SERVICE& VALVESMHEXISTING STORM SEWER & MHHYDEXISTING ELECTRIC LINE & POLEPPEXISTING FENCEWVLEGEND:PROPERTY BOUNDARYEXISTING CENTER LINE ROADEXISTING BUILDINGR.O.W.R.O.W.EXISTING MAJOR CONTOUREXISTING MINOR CONTOUR520521EXISTING TREE/BRUSH LINEDOHW
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SETBACKEXISTING SIGNEXIST. ELECTRIC LINEEXIST. WATER MAINEXIST. GAS MAINEXIST. GAS VALVEEXIST. ELECTRIC HANDHOLEEXIST. ELECTRIC MANHOLEEXIST. LIGHT POLEEXISTING EASEMENT LINEEXISTING CONDITIONS &DEMOLITION PLANC 10441" = 20'TREE TO BE REMOVEDXXXXXXXXXXSITE FEATURE TO BE REMOVEDPAVEMENT TO BE REMOVED
ES 35°56'24" W MAP55.07'N 34°41'32" E MAP474.10'N 34°17'32" E MAP217.82'S 3
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20'8.5'(TYP.)FIRE APPARATUS DRIVEFIRE APPARATUS ROADCARPENTER PARK CIRCLENYS ROUTE 13XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX0+001+002+003+004+005+0022'8'
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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 CONSTRUCTIONLEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT00201040SCALE: 1"=20'HORIZONTAL SCALE20GENERAL NOTES:1.APPLICABILITY - THE NOTES AND INFORMATION PROVIDED ON THIS SHEET ARE APPLICABLE TO ALL "C" SERIESDRAWINGS. THE "C" SERIES DRAWINGS COVER SITE RELATED IMPROVEMENTS OUTSIDE THE BUILDING ENVELOPE.THE BUILDING ENVELOPE INCLUDES ALL AREA WITHIN 5' OUTSIDE OF THE BUILDING'S EXTERIOR WALL.2.MAPPING - THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED BASED ON RECORD MAPPING SUPPLIED BYOTHERS. THE ENGINEER MAKES NO WARRANTY AS TO THE LOCATION, SIZE, TYPE, ELEVATION, AND/OR NUMBEROF EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES IN THE VICINITY OF THE NEW INFRASTRUCTURE.3.STAKEOUT - THE CONTRACTOR SHALL NOTIFY DIG SAFELY NEW YORK (1-800-962-7962) FOR A UTILITY STAKEOUT48 HOURS IN ADVANCE OF COMMENCING WORK. STAKEOUT OF PRIVATE UTILITIES SHALL BE COORDINATED WITHTHE OWNER.4.PROPERTY PROTECTION - THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING PAVEMENT, CURBS,WALKS, LAWNS, TREES, ETC. CAUSED BY THEIR CONSTRUCTION OPERATIONS. ALL DAMAGE SHALL BE REPAIRED ORREPLACED BY THE CONTRACTOR TO THE OWNER'S SATISFACTION AT NO ADDITIONAL EXPENSE.5.ACCESS - THE CONTRACTOR SHALL PROVIDE SATISFACTORY VEHICULAR ACCESS TO ALL ADJOINING PROPERTIES,PRIVATE ROADWAYS, PARKING FACILITIES, AND PUBLIC STREETS DURING CONSTRUCTION.6.SITE SAFETY - PRIOR TO AND THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL POST SIGNAGE INCONFORMANCE WITH THE REQUIREMENTS OF THE LOCAL MUNICIPALITY AND OCCUPATIONAL HEALTH AND SAFETY ACT (OSHA). JOB SAFETY AND MAINTENANCE AND PROTECTION OF TRAFFIC IS THE RESPONSIBILITY OFTHE CONTRACTOR.7.EXCAVATIONS - ALL EXCAVATIONS SHALL BE BACKFILLED/BARRICADED TO THE SATISFACTION OF THEMUNICIPALITY'S REPRESENTATIVE AT THE CONCLUSION OF EACH WORKING DAY.8.MAINTENANCE - PUBLIC STREETS, PRIVATE DRIVES AND PARKING FACILITIES SHALL BE KEPT FREE OF FOREIGNMATERIALS. ALL AREAS SHALL BE SWEPT CLEAN AT THE END OF EACH WORKING DAY AND/OR AS DIRECTED BYTHE OWNER'S ON-SITE REPRESENTATIVE.9.CONSTRUCTION STORAGE - STORAGE OF EQUIPMENT AND MATERIALS SHALL BE WITHIN A SPECIFIED ANDSECURED AREA AS DETERMINED IN CONTRACT DOCUMENTS OR AS SPECIFIED BY THE OWNER'S ON-SITEREPRESENTATIVE.10.PERMIT(S) - PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMITS FROM THEAPPLICABLE MUNICIPALITY OR AGENCY. THE CONTRACTOR IS RESPONSIBLE FOR ALL BONDS AND INSURANCESAND THE OWNER IS RESPONSIBLE FOR PERMIT FEES UNLESS OTHERWISE STATED IN THE OWNER/ CONTRACTOR AGREEMENT11.BIDDERS TAB- TECHNICAL INFORMATION PROVIDED AS PART OF THE BID PROCESS IS INTENDED TO AID AND HELPDEFINE THE CONTRACTOR'S WORK SCOPE AND QUANTITIES. IF DISCREPANCIES OCCUR THE CONTRACTORS SHALL REQUEST A CLARIFICATION.CONSTRUCTION NOTES:1.PRE-CONSTRUCTION MEETING - A PRE-CONSTRUCTION SHALL BE HELD ONSITE PRIOR TO THE START OF WORK. THISMEETING SHALL INCLUDED REQUIRED MEMBERS FROM THE TOWN AND LOCAL AUTHORITIES, TOWN ENGINEER,DESIGN ENGINEER AND OWNER.2.STAKEOUT - THE CONSTRUCTION STAKEOUT SHALL BE PERFORMED BY A LICENSED LAND SURVEYOR USINGCONTROL PROVIDED ON THE "SITE PLAN". THE BUILDING FOOTPRINT(S) WERE PROVIDED BY OTHERS. DISCREPANCIESWITH BUILDING(S), CONTROL POINTS, AND/ OR TIE DIMENSIONS SHALL BE REPORTED TO THE DESIGN ENGINEER (PRIOR TO THE INSTALLATION OF IMPROVEMENTS) FOR COORDINATION AND CLARIFICATION.3.LAYOUT - DIMENSIONS SHOWN, WHERE APPLICABLE, SHALL BE FROM THE FACE OF CURB UNLESSSPECIFICALLY CALLED OUT OTHERWISE.4.DEMOLITION - CLEARING AND GRUBBING SHALL BE LIMITED TO THE SITE BOUNDARIES OR WITHIN THE "WORK LIMITLINE" AS DEFINED ON THE PLAN. TREES AND OBJECTS DESIGNATED FOR REMOVAL SHALL BE COORDINATED AND FIELD VERIFIED WITH PROJECT ON-SITE REPRESENTATIVE. ALL MATERIALS SHALL BE LEGALLY DISPOSED OF OFF-SITE ORRETURNED TO OWNER AS DIRECTED BY CONTRACT DOCUMENTS. ALL ITEMS NOT SPECIFICALLY CALLED OUT TO BEREMOVED SHALL REMAIN.5.COORDINATION - THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITY WORK WITH OTHER SITEUTILITIES (I.E. GAS, ELECTRIC, LIGHTING, COMMUNICATIONS) TO AVOID POTENTIAL INSTALLATION CONFLICTS.6.STAGING - AS DEFINED BY THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL CONSTRUCT A SECURE STAGINGAREA FOR STORAGE OF EQUIPMENT, MATERIALS, EMPLOYEE PARKING AND OFFICE SPACE. IF THE AREA/METHOD ISNOT SPECIFICALLY DEFINED ON THE DOCUMENTS THEN IT SHALL BE COORDINATED WITH THE OWNER'S ON-SITEREPRESENTATIVE.7.CLOSE-OUT - THE CONTRACTOR'S WORK SCOPE INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AT PROJECTCLOSE-OUT TO THE SATISFACTION OF OWNER'S ON-SITE REPRESENTATIVE:·REMOVAL OF ANY CONSTRUCTION DEBRIS.·CLEANING PAVEMENT AND WALKWAY SURFACES.·RESTORATION OF ALL DISTURBED GRASS AND LANDSCAPED AREAS.·PROVIDING BONDS, GUARANTEES, CERTIFICATIONS, ETC. AS REQUIRED BY CONTRACT DOCUMENTS.·PROVIDING A RECORD DRAWING.·COMPLETION OF FINAL PUNCH LIST ITEMS.LAYOUT PLANC 10551" = 20'APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEPROPOSED HEAVY DUTY PAVEMENTPROPOSED LIGHT DUTY PAVEMENTSURVEY NOTES: REFERENCE:1. MAP PREPARED BY T.G. MILLER P.C. ENGINEERS & SURVEYORS, ENTITLED "SURVEY MAP CARPENTER BUSINESS PARK,THIRD STREET AND NEW YORK STATE ROUTE 13", DRAWING NO. S01285, LAST DATED 07/23/2008.2. ABSTRACT OF TITLE PREPARED BY THE STEWART TITLE INSURANCE COMPANY, ABSTRACT NO. 23568, DATED JUNE14TH, 20173. ABSTRACT OF TITLE PREPARED BY THE STEWART TITLE INSURANCE COMPANY, ABSTRACT NO. 9147, DATED JUNE14TH, 2017
101010COMPACTCOMPACTS 35°56'24" W MAPS 33°47'35" W MAP453.73'S 23°34'32" W MAP279.30'225.43'228.30'NORTH MEADOW STREET (NYS ROUTE 13)CARPENTER PARKMATCH LINEMATCH LINE
MATCH LINE
S 35°56'24" W MAPMATCH LINE 0+001+002+002+96BIO RETENTION G.I. #3BIO RETENTION G.I. #3BIO RETENTION G.I. #3COMMUNITY GARDENS4551019496341051FIRE APPARATUS DRIVE15181695'R5'R 1245'R5'R4'R4'R4'R54/2 STORIES MIXED USE23,678 SF FOOTPRINT8.1'8.1'13.5'
11'8.5'8.5'26'25.4'18'20'18'18'20'26'8'8'22'12.2'8'22'5'24'5'17'18'8'22'20'37.1'8.5'2
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R5'RPROPOSED PROPERTYLINEPROPOSED PROPERTYLINE25'RPROPOSEDCROSSWALK. SEEDETAIL. (TYP.)PROPOSED 6' WIDESIDEWALKPROPOSEDPROPERTYLINE6" CURB ISLAND6.5' TRANSITIONCURB (TYP.)FLUSH HEADERCURB (TYP.)3' TRANSITIONCURB (TYP.)3' TRANSITION TOGRADE (TYP.)PROPOSED 6"REVEAL CURBPROPOSED CONCRETEPLAZA AREAPROPOSED PUBLICSIDEWALK (TYP.)PROPOSEDSIDEWALK (TYP.)ACCESS RAMP WITH DETECTIBLEWARNING. SEE DETAIL. (TYP.)PROPOSEDHANDICAPPARKINGSIGNAGE (TYP.)PROPOSED ACCESSRAMP WITH DETECTABLEWARNING (TYP.)PROPOSED ACCESSRAMP WITH DETECTABLEWARNING (TYP.)STRIPED HATCH ARE PAVEMENT AREASTO BE MILLED AND RESURFACEDPROPOSED FENCINGON PROPERTY LINEPROPOSED EDGE OFCONCRETE AND FENCINGON PROPERTY LINEPROPOSED EDGE OFCONCRETE AND FENCINGON PROPERTY LINEPROPOSEDFENCING ONPROPERTY LINEPROPOSED FENCINGON PROPERTY LINEPROPOSED BIKE RACK28.5'117BIO RETENTION G.I. #1BIO RETENTIONG.I. #2BUILDING B4/2 STORIES MIXED USE102 UNITS37,459 SF FOOTPRINTELEVATEDBOARDWALKCOMMUNITY GARDENSPROPOSED SPLITRAIL FENCEEND PROPOSEDSPLIT RAILFENCEPROPOSED ELEVATEDCROSS WALK SEEDETAIL (TYP.)HEAVY DUTY PAVEMENTSECTION SEE DETAIL (TYP.)LIGHT DUTY PAVEMENTSECTION SEE DETAIL (TYP.)HEAVY DUTY PAVEMENTSECTION SEE DETAIL (TYP.)PROPOSED ELEVATEDCROSS WALK SEEDETAIL (TYP.)HEAVY DUTYPAVEMENT SECTIONSEE DETAIL (TYP.)PLANTER BOXES (TYP.)6'37.1'20.4'110.6'27.7'4.3'GREEN SPACEGREEN SPACEGREEN SPACEFDC (TYP.)BIKE RACK(TYP.)BIKE RACK(TYP.)GREEN SPACE(TYP.)PROPOSED STOP SIGNAND 18" WIDE WHITEREFLECTIVE EPOXYPAINT STOP BARNO LEFTTURN SIGNDO NOTENTER SIGNAND SIGNPOSTDO NOTENTER SIGNAND SIGNPOST45.1'GREEN SPACE(TYP.)BIKE RACK(TYP.)BIKE RACK(TYP.)5'RXXXXXXXXXXXXXXXXXXX
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XXXXNo.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 CONSTRUCTIONLAYOUT PLANC 10661" = 20'LEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT00201040SCALE: 1"=20'HORIZONTAL SCALE20APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEPROPOSED HEAVY DUTY PAVEMENTPROPOSED LIGHT DUTY PAVEMENT
EPOSTPOSTMB ON WALKN 33°36'32" E MAP731.22' OVERALLS 23°34'32" W MAP279.30'S 06°06
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20'R25'RPROPOSEDCROSSWALK. SEEDETAIL. (TYP.)START PROPOSEDSPLIT RAIL FENCE6" CURB ISLAND6.5' TRANSITIONCURB (TYP.)FLUSH HEADERCURB (TYP.)3' TRANSITIONCURB (TYP.)END CONCRETECURB (TYP.)GRASS AREA(TYP.)PROPOSEDCONCRETESIDEWALK (TYP.)CURB BREAK (TYP.)PROPOSEDCONCRETESIDEWALK (TYP.)ACCESS RAMPWITH DETECTIBLEWARNING (TYP.)PROPOSEDHANDICAPPARKINGSIGNAGE (TYP.)PROPOSED ACCESSRAMP WITH DETECTABLEWARNING (TYP.)GRASS AREA(TYP.)BUS STOP NO PARKINGSIGN (TYP.)PROPOSED BUS SHELTERLOCATION AND COVEREDBIKE PARKINGPROPOSED ACCESSRAMP WITH DETECTABLEWARNING (TYP.)LIGHT HATCH ARE PARKING AREASWITH LIGHT DUTY PAVEMENT AREAS(SEE DETAILS)PROPOSEDSIDEWALKPROPOSED DUMPSTERENCLOSURE (TYP.)SIX PROPOSEDSPECIAL PARKINGSPACES WITHSIGNAGE8.5' CURBBREAKNO STANDINGSIGN7620'PROPOSED 20'WIDE WATEREASEMENTPROPOSEDPROPERTY LINE8.5'LIGHT DUTY PAVEMENTSECTION SEE DETAIL (TYP.)BIO RETENTIONG.I. #5BIO RETENTIONG.I. #4BIO RETENTIONG.I. #6BIO RETENTIONG.I. #7BUILDING D5 STORIES13,700 SF FOOTPRINTFIRE LANE51'RFLUSHCURBINGELEVATED BOARDWALK SEELANDSCAPING PLAN SETELEVATEDBOARDWALKPROPOSED ELECTRICCHARGING STATIONAND RESERVE PARKINGSIGNS SEE DETAILPROPOSED GENERATORLOCATION WITHAUDIBLE SCREENINGCONTRACTOR TOCOORDINATE WITHNEIGHBOR ON ASPHALTCONNECTIONTRANSITEASEMENTBY OTHERS24'HEAVY DUTY PAVEMENTSECTION SEE DETAIL (TYP.)LIGHT DUTY PAVEMENTSECTION SEE DETAIL (TYP.)HEAVY DUTY PAVEMENTSECTION SEE DETAIL (TYP.)20.4'110.6'27.7'4.3'BIKE RACK(TYP.)BIKE RACK(TYP.)GREEN SPACE(TYP.)PROPOSED STOP SIGNAND 18" WIDE WHITEREFLECTIVE EPOXYPAINT STOP BARNO LEFTTURN SIGNDO NOTENTER SIGNAND SIGNPOSTGREEN SPACE(TYP.)NO LEFTTURN SIGN6.5'8'BIKE RACK(TYP.)5'R5'R5'R30'R5'R
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6'5'101.5'65.2'95.3'54.5'36.1'9.4'39.8'7.1'63.5'GARDEN PATHWAY SEELANDSCAPING PLAN SET8.5' TYP6.5' TRANSITIONCURB (TYP.)FLUSH HEADERCURB (TYP.)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 CONSTRUCTIONLAYOUT PLANC 10771" = 20'LEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT00201040SCALE: 1"=20'HORIZONTAL SCALE20APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEPROPOSED HEAVY DUTY PAVEMENTPROPOSED LIGHT DUTY PAVEMENT
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BUILDING A4 STORY APARTMENT BUILDING11,968 SF42 UNITSXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX0+001+002+003+004+005+00XXXXXASSUMED INV = 378.9Wc/oc/oPROPOSED INV. 12" HDPE W 382.61WWWW W W W W WWWWWWWWWWWWW W W W W WWWWWWWWWWWWWWWWWWWWW WWWPROPOSED 6" DIAMETER SDR-35 SANITARYLATERAL AT 1% MINIMUM. PROVIDE CLEANOUT5' FROM THE BUILDING AND AT CONNECTIONTO MAINPROPOSED 6" CLASS 52 DIP WATER SERVICE. PROVIDE KENNEDY RESILIENTSEAT M.J. GATE VALVE AT MAIN AND AT BUILDING. BACKFLOW AND METERTO BE INSTALLED IN MECHANICAL ROOM. CONNECT NEW SERVICE TOEXISTING MAIN WITH TAPPING SLEEVE AND VALVE. PROVIDE DISINFECTIONAND SAMPLING TAP AT MAIN AND AT BUILDINGCORE AND CONNECTNEW SANITARY LATERALTO EXISTING MANHOLE.UNDERGROUNDWATER QUALITY UNITADJUST VALVES TOGRADE AS NEEDED(TYP.)PROPOSED POTABLEWATER FOUNTAINCONNECT AT EXISTING VALVERELOCATE HYDRANT ASSEMBLYSEE DETAILPROPOSED YARDHYDRANT. SEEDETAIL2" K COPPER WATERSERVICE (TYP.)OS-0 (5' DIA DOGHOUSE MH)DA-10 (2'x2'CB)TG=385.30NW INV=382.40DA-9 (2'x2'CB)TG=385.20SE INV=382.35NW INV=382.58SW INV=382.35DA-8.1 (2'x2'CB)TG=386.90NW INV=383.90DA-6.1 (2'x2'CB)TG=388.50W INV=386.00DA-6 (4' DIA INLET MH)TG=388.50E INV=385.87NE INV=381.66S INV=381.66DD-3 (2'x2'CB)TG=385.40NE INV=382.80DD-2 (2'x2'CB)TG=385.60SW INV=382.70E INV=382.70DA-0 (WATER QUALITY UNIT)TG=389.10SW INV=381.02W INV=380.52DA-5 (4' DIA INLET MH)TG=389.40N INV=381.54S INV=381.54DA-9.2 (YARD INLET)TG=384.60SE INV=382.95DA-9.1 (YARD INLET)TG=384.70NW INV=382.89SE INV=382.8924 L
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%24 LF 12" HDPESTM.@ 0.50%25 LF 12" HDPESTM.@ 0.50%44 LF 12" HDPESTM.@ 0.20%163 LF 12" HDPESTM.@ 0.25%85 LF 15" HDPESTM.@ 0.20%56 LF 18" HDPESTM.@ 0.20%50 LF 12" HDPESTM.@ 0.20%26 LF 6" PVCSTM.@ 0.20%6 LF 6" PVCSTM.@ 5.00%20 LF 24" HDPESTM.@ 0.08%68 LF 18" HDPESTM.@ 0.20%PROPOSED HYDRANTASSEMBLY SEE DETAIL12"X6" TAPPING SLEEVE. FORM CONC.THRUST BLOCK AGAINST UNDISTURBEDSOIL. SEE DETAILS (TYP.)CLASS 52 6" D.I. ANCHOR PIPE (TYP.)DISCHARGE TOGRADE PROVIDESPLASH BLOCKPROPOSED SEWER SERVICE CLEANOUT.SEE DETAILFORM CONC. THRUST BLOCK AGAINSTUNDISTURBED SOIL. SEE DETAIL (TYP.)PROPOSED 4"PERFORATED HDPEUNDERDRAIN (TYP.)DD-0 (2'x2' CB)TG=385.80NW INV=382.44POWER POLE RELOCATIONTO BE COORDINATED BYCONTRACTORDDA-4 (4' DIA STORM MH)TG=389.50N INV=381.40SW INV=381.4089 LF 18" HDPESTM.@ 0.20%CROSSING CHECK:INV. SAN. PIPE=371.18INV. STM. PIPE =385.49CROSSING CHECK:INV. SAN. PIPE=371.18INV. STM. PIPE =385.49REFER TO PUBLIC CONNECTIONNOTES FOR CONNECTIONS WITHINCITY EASEMENTS AND R.O.W.CONTRACTOR SHALL LOWER EXISTINGWATERMAIN AT LOCATION TO AVOIDCONFLICT AND PROVIDE 18" OFSEPARATION AS REQUIRED60 LF 18" HDPESTM.@ 0.20%CONTRACTOR SHALL LOWER EXISTINGWATERMAIN AT LOCATION TO AVOIDCONFLICT AND PROVIDE 18" OFSEPARATION AS REQUIRED32 L
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DA-8 (4' DIA INLET MH)TG=386.90SE INV=383.78NE INV=381.95NW INV=383.78SW INV=381.95DA-7.1 (2'x2'CB)TG=388.50NW INV=385.5026 LF 12" HDPESTM.@ 0.50%13 LF 8" PVCSTM.@ 1.00%DA-7 (4' DIA INLET MH)TG=387.90NE INV=381.78SE INV=385.37SW INV=381.78PROPOSED YARDHYDRANT. SEE DETAILUTILITY NOTES:1.PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR AND SUBCONTRACTOR IS RESPONSIBLE FORCOORDINATION OF ALL UTILITY CONNECTIONS WITH MECHANICAL/ARCHITECTURAL DRAWINGS FOR INCLUDING BUTNOT LIMITED TO VERTICAL AND HORIZONTAL LOCATION, PENETRATIONS, AND SIZES. THE CONTRACTOR SHALL OBTAINWRITTEN PERMISSION TO PROCEED WITH UTILITY INSTALLATION BY THE OWNERS ONSITE REPRESENTATIVE UPONCOMPLETION OF COORDINATION WITH CONTRACTORS, AND PLANS.2.THE DEVELOPER AND HIS/HER CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRICAL, CABLE,TELEPHONE AND ANY OTHER UTILITIES NOT SPECIFICALLY SHOWN WITHIN THIS PLAN SET WITH APPROPRIATE AGENCY.PASSERO ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE DESIGN OR PERFORMANCE OF UTILITIES NOTSPECIFICALLY SHOWN WITHIN THIS PLAN SET.3.PRIOR TO THE START OF UTILITY INSTALLATION THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES VERTICALLYAND HORIZONTALLY AND COORDINATE WITH EXISTING UTILITIES SHOWN ON THE PLANS AND REPORT ANYDISCREPANCIES TO THE DESIGN ENGINEER. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROCEED WITHUTILITY INSTALLATION BY THE OWNERS ONSITE REPRESENTATIVE UPON COMPLETION EXISTING UTILITY VERIFICATION.4.ALL PROPOSED UTILITIES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATEST REGULATIONS OF THE STATE,COUNTY AND LOCAL MUNICIPALITY OR PURVEYOR.STORM SEWER NOTES1.REGULATIONS - STORM SEWERS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE LATESTREGULATIONS OF THE MUNICIPALITY2.MATERIALS - THE CONTRACTOR MAY USE THE FOLLOWING PIPE MATERIAL FOR THE MAIN SEWER AS ALLOWED BY THEMUNICIPALITY, PROVIDING THAT THE ROUGHNESS COEFFICIENT ("N" FACTOR) IS 0.013 OR BETTER:·REINFORCED CONCRETE PIPE (RCP), CLASS III·CORRUGATED STEEL PIPE (CSP), 16 GAUGE·HIGH DENSITY CORRUGATED POLYETHYLENE PIPE (PE), AASHTO M-29, TYPE S, ASTM D-3350.3.ROOF DRAINAGE - ALL ROOF DRAINAGE SHALL BE COLLECTED AND PIPED TO THE STORM SEWER SYSTEM UNLESSSPECIFIED OTHERWISE.4.TESTING - UPON COMPLETION OF SYSTEM INSTALLATION, THE MAIN SEWER SYSTEM AND LEADS TO STRUCTURES SHALL BEFLUSHED AND LAMPED TO THE SATISFACTION OF THE MUNICIPALITY.GWEXIST. 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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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 SCALE20UTILITY PLANC 10881" = 20'HYDRANT FLOW DATA:Q OBSERVED = 1,900 gpmQ psi = 2,987 gpmLOCATION: CARPENTER PARK #G300P. STATIC = 94 psiP. RESIDUAL = 62 psiDATE: 2019ELEVATION: 387PUBLIC CONNECTION NOTES:1.PRIOR TO THE START OF UTILITY CONNECTIONS TO PUBLIC INFRASTRUCTURE THECONTRACTOR AND/OR SUBCONTRACTOR IS RESPONSIBLE FOR COMPLETING A WATER &SEWER TIE IN APPLICATION WITH THE CITY OF ITHACA THREE (3) WEEKS PRIOR TO THEANTICIPATED WORK DATE.2.CONTRACTOR WILL COORDINATE WITH CITY PERSONNEL IN INSTALLATION PROJECT.3.CITY WILL PERFORM WORK WITHIN PUBLIC EASEMENT / RIGHT-OF-WAY AT A NOMINAL RATE.CITY OF ITHACA WATER NOTES:GENERALDESCRIPTION OF WORK AND MATERIALS·THIS WORK SHALL CONSIST OF FILLING THE WATER MAIN AND APPURTENANCES WITH WATER AND BLEEDING OFF ALL ENTRAPPED AIR, ALLOWING THE PIPE LINE TO SOAK, MAKING ALLCONNECTIONS TO THE WATER MAIN FOR EXPELLING AIR AND FOR TESTING EQUIPMENT; RUNNING THE TEST, VISUALLY INSPECTING EXPOSED APPURTENANCES, LOCATING ANDREPAIRING ALL LEAKS, RETESTING, APPLICATION OF DISINFECTANT, AND FLUSHING OPERATIONS.·MATERIALS FURNISHED FOR THIS WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, PIPE AND FITTINGS FOR CONNECTIONS TO THE MAIN, PUMPS, PRESSURE REGULATOR, A CALIBRATEDCONCENTRATION MIX TANK, DISINFECTANT, AND ALL OTHER MATERIALS, FITTINGS AND PIPELINES REQUIRED TO PERFORM THE TESTS AND MAKE THE NECESSARY REPAIRS.REQUIRED WORK SEQUENCE·THE PRESSURE TEST AND THE TEST FOR ALLOWABLE LEAKAGE SHALL BE PERFORMED SIMULTANEOUSLY. TESTING SHALL NOT COMMENCE UNTIL THE WATER MAIN AND ALLAPPURTENANCES HAVE BEEN COMPLETELY INSTALLED, UP TO AND INCLUDING COMPACTION OF ROAD AGGREGATE BASE. AFTER SUCCESSFULLY TESTING THE WATER MAIN ANDAPPURTENANCES, THEY MAY THEN BE FLUSHED AND DISINFECTED.SYSTEM OPERATIONS·ONLY WATER & SEWER PERSONNEL SHALL OPERATE VALVES AND APPURTENANCES THAT ARE A PART OF THE TREATED WATER SYSTEM IN ACTIVE SERVICE.BACKFLOW PREVENTION·ALL CONNECTION FROM THE TESTING AND DISINFECTION APPARATUS TO THE EXISTING DISTRIBUTION SYSTEM SHALL BE FITTED WITH A UL APPROVED BACKFLOW PREVENTION DEVICE(DOUBLE CHECK VALVE ASSEMBLY OR REDUCED PRESSURE PRINCIPLE TYPE) LOCATED AT THE EXISTING TREATED WATER MAIN OR APPURTENANCE.TESTINGHYDROSTATIC PRESSURE AND LEAK TESTING SHALL BE PERFORMED ON NEW WATER MAINS IN ACCORDANCE WITH AWWA C600 “INSTALLATION OF DUCTILE IRON MAINS AND THEIRAPPURTENANCES” (LATEST EDITION).IN GENERAL, THE TESTING EQUIPMENT CONFIGURATION SHALL CONSIST OF A DOUBLE CHECK VALVE FROM ANEXISTING TREATED WATER MAIN OR WATER SOURCE, A LENGTH OF FLEXIBLECOPPER PIPE, A PRESSURE TEST GAUGE WITH A RANGE OF AT LEAST 200 PSI, A PUMP, AND THE NECESSARY COMPRESSION COUPLINGS AND FITTINGS REQUIRED TO CONNECT THE LINETHROUGH A TAP IN THE MAIN OR APPURTENANCE. PRIOR TO TESTING, THE WATER MAIN SHALL BE SLOWLY AND CAREFULLY FILLED WITH WATER, PREFERABLY FILLING FROM THE LOWESTELEVATION POINT IN THE LINE TO ALLOW ALL AIR TO BE EXPELLED SLOWLY FROM THE PIPE AND APPURTENANCES AT THE TOP MOST ELEVATION POINT. ALL APPURTENANCES SHALL BE LEFT ONDURING THE TESTING PROCEDURE. THE TEST PRESSURE SHALL BE PROVIDED BY AN IN-LINE PUMP UNTIL 150% OF THE WORKING PRESSURE, AS CALCULATED FOR THE LOWEST ELEVATION OF THETEST SECTION, OR 150 PSI, WHICHEVER IS GREATEST, IS ACHIEVED. THE TEST DURATION SHALL BE A MINIMUM OF 2 HOURS. ALLOWABLE LEAKAGE PER TEST SECTION IS PERMITTED BASED ONTHE FORMULA BELOW. DIFFERENT SIZED WATER MAINS THAT MIGHT BE CONTAINED WITHIN THE SAME TEST SECTION AND SHALL BE CALCULATED SEPARATELY AND THEIR ALLOWABLE LEAKAGEADDED TOGETHER. THIS FORMULA REPRESENTS THE ALLOWABLE LEAKAGE REGARDLESS OF THE NUMBER OF JOINTS, COUPLINGS, FITTINGS, VALVES, PRESSURE REDUCING OR PUMP STATIONOR ANY OTHER APPURTENANCES ON THE WATER MAIN. THE LENGTH OF PIPE CONTAINED IN THESE APPURTENANCES SHALL NOT BE COUNTED AS ADDING TO THE LENGTH OF WATER MAINBEING TESTED.V = (L)(D)(P)^(12)/148,000V = ALLOWABLE LEAKAGE IN GALLONS PER HOURL = LENGTH OF WATER MAIN IN FEETD = NOMINAL DIAMETERP = AVERAGE TEST PRESSURE IN PSI****THE AVERAGE TEST PRESSURE SHALL BE CALCULATED AS THE TEST PRESSURE FOR THE LOWEST ELEVATION OF THE TEST SECTION LESS ONE-HALF THE ELEVATION CHANGE TO THE HIGHESTPOINT ON THE TEST SECTIONREPAIRSDURING THE PRESSURE AND LEAKAGE TEST, ALL ACCESSIBLE APPURTENANCES SHALL BE INSPECTED FOR VISUAL SIGNS OF LEAKAGE. ALL VISUAL LEAKS SHALL BE CORRECTED IMMEDIATELY, REGARDLESS OFTHE AMOUNT OF LEAKAGE AND THE TEST SHALL BE RUN AGAIN FOR ITS FULL DURATION. SHOULD THE PRESSURE AND LEAKAGE TEST FAIL, CITY WATER & SEWER SHALL BEGIN TO INVESTIGATE ALL AREAS OFSUSPECTED LEAKAGE AND SHALL MAKE ALL REPAIRS NECESSARY IN ORDER TO AFFECT A SUCCESSFUL TEST. ALL LEAKS DETECTED SHALL BE REPAIRED TO A WATER TIGHT CONDITION. ALL REPAIRS MADE SHALLBE RETESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. ALL REPAIRS SHALL BE MADE AND A SUCCESSFUL TEST ACCOMPLISHED PRIOR TO TAKING BACTERIOLOGICAL SAMPLES.DISINFECTINGTHE INTERIOR OF ALL WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA C651 “DISINFECTING WATER MAINS” (LATEST EDITION) AND THESE SPECIFICATIONS.DISINFECTION REQUIREMENTS SHALL INCLUDE PREVENTIVE AND CORRECTIVE MEASURES DURING CONSTRUCTION, FORMS OF CHLORINE AND METHODS OF APPLICATION, FINAL FLUSHING, ANDBACTERIOLOGICAL TESTS.PRECAUTIONS SHALL BE TAKEN TO PROTECT THE INTERIOR OF WATER MAINS AND APPURTENANCES AGAINST CONTAMINATION. THE OPEN ENDS OF ALL WATER MAIN LAID IN THE TRENCH SHALL BE CLOSEDWITH WATER TIGHT PLUGS WHEN PIPE LAYING HAS STOPPED. STOCKPILED PIPE AND APPURTENANCES SHALL ALSO BE PROTECTEDFROM CONTAMINATION.IF DIRT OR OTHER CONTAMINANTS ENTER THE WATER MAIN OR APPURTENANCES AND, IN THE OPINION OF THE CITY WATER & SEWER ENGINEERS, THE CONTAMINATION WILL NOT BE REMOVED BY THEFLUSHING OPERATION, THE INTERIOR SURFACES SHALL BE CLEANED BY MECHANICAL MEANS.CITY WATER & SEWER UTILIZES A SLUG METHOD FOR DISINFECTION. IN GENERAL, THE DISINFECTION EQUIPMENT CONFIGURATION SHALL CONSIST OF A DOUBLE CHECK VALVE, FLEXIBLE COPPER PIPE, THENECESSARY COMPRESSION FITTINGS REQUIRED TO CONNECT AN EXISTING TREATED WATER MAIN OR SOURCE TO THE DISINFECTION EQUIPMENT AND TO THE NEW MAIN OR APPURTENANCE SUBJECT TODISINFECTION, CALIBRATED CONCENTRATION MIX DRUM, 12.5% SOLUTION OF SODIUM HYDROXIDE, AND A VENTURI BASED CONCENTRATION EDUCATOR.THE METHOD CONSISTS OF CALCULATING THE VOLUME OF THE MAIN TO BE DISINFECTED AND CREATING A SOLUTION OF SODIUM HYPOCHLORITE WHERE, USING A CALIBRATED EDUCATOR, DISTRIBUTESENOUGH CHLORINE SOLUTION INTO THE MAIN TO ACHIEVE A CONCENTRATION OF 100PPM. ONCE FILLED, THE MAIN IS ALLOWED TO SIT FOR A MINIMUM OF 24 HOURS.FINAL FLUSHINGTHE HEAVILY CHLORINATED WATER SHALL BE FLUSHED FROM THE MAINS AND APPURTENANCES AND SHALL NOT REMAIN IN THE MAINS MORE THAN 48 HOURS BEYOND THE TIMES REQUIRED IN THIS SECTION.THE HEAVILY CHLORINATED WATER SHALL PASS THROUGH A DECHLORINATOR FILLED WITH VITAMIN C TABLETS PRIOR TO DISPOSAL. THE MAIN SHALL BE FLUSHED UNTIL MEASUREMENTS SHOW THAT THECHLORINE CONCENTRATION IN THE PIPE IS NO HIGHER THAN THAT GENERALLY PREVAILING IN THE SYSTEM, BUT NOT MORE THAN 1.0 MG/L.BACTERIOLOGICAL SAMPLESUPON COMPLETION OF THE DISINFECTION PROCESS, WATER SAMPLES SHALL BE TESTED FOR BACTERIOLOGICAL QUALITY IN ACCORDANCE WITH AWWA "STANDARD METHODS FOR THE EXAMINATION OFWATER AND WASTEWATER" AND SHALL SHOW THE ABSENCE OF COLIFORM ORGANISMS. TESTING SHALL BE PERFORMED AT THE ITHACA WATER TREATMENT PLANT LABORATORY. SHOULD ANY OF THESAMPLES PROVE POSITIVE, CITY WATER & SEWER SHALL REPEAT THE DISINFECTING PROCESS AND ADDITIONAL SAMPLES WILL AGAIN BE COLLECTED FOR TESTING.CITY OF ITHACA SEWER MAIN AND APPURTENANCE NOTES:SCOPETHIS SECTION DESCRIBES THE SPECIFICATIONS FOR SEWER MAIN AND SERVICE DESIGN, PLANNING AND INSTALLATION.REFERENCES AND REGULATORY APPROVALSUNLESS OTHERWISE DIRECTED BY THE TOMPKINS COUNTY HEALTH DEPARTMENT (TCHD), SEWER COLLECTION SYSTEM PLANNING, DESIGN, INSTALLATION, AND TESTING SHALL FOLLOW TEN STATES STANDARDS. AT LEAST ANNUALLY, THE CITY WATER & SEWERDEPARTMENT WILL NOTIFY TCHD OF EACH PLANNED CAPITAL IMPROVEMENT PROJECT WHICH WILL INCLUDE A BRIEF NARRATIVE OF THE PURPOSE AND INTENT OF THE PROJECT AS WELL AS AN APPROXIMATION FOR SCHEDULING. TCHD SHALL ALSO BE NOTIFIEDWHEN INSTALLATION OF REPLACEMENT MAIN IS COMPLETE. IN THE CASE OF AN EMERGENCY MAIN REPLACEMENT, TCHD SHALL BE NOTIFIED IMMEDIATELY. SPECIFIC HEALTH DEPARTMENT PROJECT REVIEW AND APPROVAL BEYOND THIS INITIAL NOTIFICATIONSHALL BE REQUIRED IF ANY OF THE FOLLOWING CONDITIONS EXIST:1.ANY SEWER MAIN EXTENSION FOR WHICH THERE IS CURRENTLY NO COLLECTION SYSTEM INFRASTRUCTURE.2.ANY DESIGN INCREASE IN SEWER CAPACITY FOR WHICH TO SPECIFICALLY ACCOMMODATE FUTURE DEVELOPMENT, OR THAT WHICH IS ABOVE AND BEYOND MINIMUM CONSTRUCTION STANDARDS. FOR EXAMPLE, AN UPGRADE FROM AN 8” TO A 12”DIAMETER LINE IN ANTICIPATION OF FUTURE APARTMENT CONSTRUCTION WOULD BE REQUIRED FOR SUBMISSION TO THE HEALTH DEPARTMENT FOR APPROVAL. HOWEVER, A STANDARD UPGRADE FROM A 6” CLAY TILE TO AN 8” PVC DIAMETER LINE TO REPLACEAGING INFRASTRUCTURE AND MEET A TYPICAL CONSTRUCTION STANDARD WOULD NOT BE REQUIRED FOR REVIEW. IN THIS CASE, THE STANDARD NOTIFICATION PROCEDURE DESCRIBED ABOVE WILL BE FOLLOWED.GENERAL PLANNING, DESIGN AND INSTALLATIONCITY WATER & SEWER ENGINEERING STAFF PROVIDE FOR THE PLANNING AND DESIGN OF ALL SEWER RELATED INFRASTRUCTURE. A TYPICAL ENGINEERING PROFILE IS DEVELOPED IN PROJECTS WHERE EXCESSIVE SLOPE IS ANTICIPATED, WHERE THE LAYOUT ORNUMBER OF EXISTING OR PROPOSED UNDERGROUND UTILITIES COULD BE CAUSE FOR CONCERN OR INTERFERENCE, OR IF THE PROJECT IS WORKING CLOSELY WITH OTHER DEVELOPMENT AND CONSTRUCTION ACTIVITY. SANITARY PROJECTS LOCATED IN AREASOF MINIMAL SLOPE DO NOT TYPICALLY REQUIRE AN ENGINEERED PLAN PROFILE AND ARE INSTEAD GUIDED CAREFULLY IN THE FIELD BY SURVEY TEAMS.CITY WATER & SEWER CONSTRUCTION CREWS INSTALL COLLECTION SYSTEMS AND SERVICES AT OR BELOW FROST DEPTH (TYPICALLY A MINIMUM OF 4.5’ BELOW THE SURFACE) WITH CARE TO ENSURE THAT AT LEAST 10’ OF PARALLEL SEPARATION FROM OUTSIDEWALL TO OUTSIDE WALL OF ANY EXISTING OR PROPOSED WATER MAIN IS ACHIEVED. IN CASES WHERE IT IS IMPRACTICAL TO MAINTAIN 10’ OF SEPARATION, THE TOMPKINS COUNTY HEALTH DEPARTMENT WILL BE CONSULTED TO REVIEW A WAIVER OF THE RULEON A CASE-BY-CASE BASIS.SEWER MAINS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18” BETWEEN THE OUTSIDE OF THE SEWER MAIN AND THE OUTSIDE OF THE WATER MAIN.SPECIFICATIONS REGARDING MATERIAL, TRENCHING, BEDDING, SERVICES, AND GENERAL APPURTENANCE INSTALLATION MAY BE FOUND ON THE DETAIL SHEETS
101010COMPACTCOMPACT0+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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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:
0+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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135 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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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.
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DMHHYDWVWSWVGVWVGVPPWS0+001+002+003+004+005+00LP = 383 XFP = 388.0X LP = 385.65X 387.3LP = 0+40.04ELEV. = 385.49HP = 4+64.13ELEV. = 389.84LIMITS OFDISTURBANCEAPPROXIMATELY9.79 ACRES (TYP.)LIMITS OFDISTURBANCEAPPROXIMATELY11 ACRES (TYP.)DA-6.1TG=388.502'x2'CBDA-8.1TG=386.902'x2'CBDD-1TG=386.202'x2'CBDD-2TG=385.602'x2'CBDD-3TG=385.402'x2'CBDA-10TG=385.302'x2'CBDA-9TG=385.202'x2'CBDA-7.1TG=388.502'x2'CBDA-8TG=386.904' DIA INLET MHDA-7TG=387.904' DIA INLET MHDA-6TG=388.504' DIA INLET MHDA-5TG=389.404' DIA INLET MHSTABILIZEDCONSTRUCTIONENTRANCE LEAVEEXISTING ASPHALTTC=388.50BC=388.50TC=388.20BC=388.20TC=387.80BC=387.80CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFDTC=385.40BC=385.40TC=386.20BC=386.20TC=387.10BC=386.60TC=386.70BC=386.20TC=388.20BC=387.70TC=389.50BC=389.00TC=388.80BC=388.80TC=389.40BC=388.90DA-9.1TG=384.70YARD INLETDA-9.2TG=384.60YARD INLETTC=389.10BC=389.10TC=386.00BC=386.00DD-0TG=385.802'x2' CBDROP INLETPROTECTION (TYP.)DROP INLETPROTECTION(TYP.)TC=386.50BC=386.00TC=386.10BC=386.10TC=386.0BC=386.0386386387387387386388388389389386388387386385384387389
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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SILT FENCESFEROSION CONTROL 1. CERTIFICATION - THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WHICH INCLUDES THE "GRADING PLAN", "EROSION CONTROL PLAN", "EROSION CONTROL NOTES", ALONG WITH THE "DRAINAGE REPORT", DEFINES AND MEETS THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) LATEST STORM WATER REGULATIONS. 2. CONTRACTOR RESPONSIBILITY - ALL CONTRACTORS AND SUB-CONTRACTORS SHALL CERTIFY WITHIN THE SWPPP THAT THEY WILL IMPLEMENT AND MAINTAIN STORM WATER MANAGEMENT PRACTICES. 3. INSPECTION - EROSION CONTROL (EC) MEASURES INSTALLED AND MAINTAINED BY THE SITE WORK CONTRACTOR ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE: MUNICIPALITY, DESIGN ENGINEER, NYSDEC, AND OWNER'S REPRESENTATIVE. IMMEDIATE ACTION BY THE CONTRACTOR SHALL BE TAKEN IF ADDITIONAL OR CORRECTIVE MEASURES ARE REQUIRED BY ANY ONE OF THESE CITED REVIEWERS. EROSION CONTROL MEASURES NOT SPECIFICALLY SHOWN ON CONTRACT DRAWINGS (I.E.., STRAW BALES, COLLARS, FABRICS, ETC.) SHALL BE INSTALLED AS WARRANTED BY FIELD CONDITIONS, AND AS DIRECTED BY THE AFOREMENTIONED REVIEWERS. 4. NOTIFICATION - AS DESIGN ENGINEER, OUR OFFICE HAS NOTIFIED THE OWNER OF THE INSPECTION REQUIREMENTS UNDER GP-0-15-002. DISTURBANCES OF 1.0 ACRE OR GREATER REQUIRE THAT THE OWNER FILE A NOTICE OF INTENT (NOI) AND A SWPPP WITH THE NYSDEC UNDER STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT #GP-10-01. THE REGULATIONS REQUIRE THAT A LICENSED PROFESSIONAL COMPLETE A WEEKLY INSPECTION (THROUGHOUT THE PERIOD OF LAND DISTURBANCE) AND 2 TIMES WEEKLY IF MORE THAN 5 ACRES IS DISTURBED AT ONE TIME. 5. PRE-CONSTRUCTION - THE APPROPRIATE EROSION CONTROL MEASURES AS DEFINED BY THE CONSTRUCTION DOCUMENTS SHALL BE INSTALLED PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 6. TOPSOIL - UPON COMPLETION OF THE STOCKPILE STRIPPING OPERATION, STOCKPILES SHALL BE STABILIZED IN ACCORDANCE TO NYSDEC REGULATIONS. THE CONTRACTOR SHALL OBTAIN A PERMITS FROM THE LOCAL MUNICIPALITY FOR THE REMOVAL OF EXCESS TOPSOIL IF REQUIRED. 7. SLOPES - UPON COMPLETION OF GRADING, SLOPES WITH A GRADIENT OF ONE FOOT VERTICAL TO THREE FEET HORIZONTAL (1 ON 3) OR GREATER SHALL BE: TOPSOILED, SEEDED, FERTILIZED AND MULCHED OR TREATED AS SPECIFIED ON CONTRACT DRAWINGS. 8. DUST - THE CONTRACTOR SHALL APPLY WATER AND/OR CALCIUM CHLORIDE, AS CONDITIONS WARRANT, TO CONTROL WIND BORN EROSION. THIS MEASURE APPLIES TO: HAUL ROADS, CUT AND FILL OPERATIONS, SUB-BASE AND ANY OTHER EXPOSED SURFACES. 9. OPERATION & MAINTENANCE - THROUGHOUT THE PERIOD OF CONSTRUCTION AND PRIOR TO ESTABLISHING FINAL GROUND COVER THE SITE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE TEMPORARY EROSION CONTROL MEASURES. FOR EXAMPLE, THE SILTATION FACILITIES SHALL BE RE-EXCAVATED WHEN THE VOLUME (3600 CUBIC FEET/DISTURBED ACRE) IS REDUCED BY ONE-HALF OR MORE OF ITS SPECIFIED CAPACITY AND/OR THE MATERIAL IS WITHIN ONE FOOT OF THE DISCHARGE POINT.10. WORK STOPPAGE - ALL DISTURBED AREAS NOT TO BE WORKED WITHIN 14 DAYS MUST BE SEEDED WITHIN 7 DAYS FROM THE LAST CONSTRUCTION ACTIVITY IN THAT AREA IF A 5 ACRE WAIVER IS OBTAINED.11. SEQUENCE - THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE UNLESS AUTHORIZED OTHERWISE AT PRE-CONSTRUCTION MEETING:·INSTALL PERIMETER SEDIMENT CONTROLS, I.E. EROSION FENCING.·INSTALL STABILIZED CONSTRUCTION ENTRANCE.·PROTECT VEGETATION TO REMAIN.·CLEAR/GRUB AND CONSTRUCT DIVERSIONARY SWALES, AND SEDIMENT BASINS. CONTRACTOR SHALL COMPLETE THE CONSTRUCTION OF THE POND PRIOR TO ROUGH GRADING THE SITE. THE POND SHALL BE UNDER EXCAVATED AND USED AS A TEMPORARY SEDIMENTATION BASING DURING CONSTRUCTION. UPON COMPLETION OF SITE RESTORATION, THE POND SHALL BE EXCAVATED TO THE PROPOSED DESIGN GRADES.·COMPLETE CLEARING AND GRUBBING OPERATION.·PLACE EROSION CONTROL MEASURES AT TOPSOIL STOCKPILES AND STRIP TOPSOIL.·CONSTRUCT SWALES, POND AND SILTATION DEVICES AS EARTHWORK OPERATIONS PROGRESS.·MAINTAIN EROSION CONTROL MEASURES AND PLACE ADDITIONAL MEASURES AS EARTHWORK AND·UNDERGROUND UTILITIES ARE CONSTRUCTED.·RESTORE AREAS AS DEFINED BY CONTRACT DOCUMENTS.·REMOVE EROSION CONTROL MEASURES AS AREAS ARE REESTABLISHED WITH GROUND COVER.EARTHWORK1.PREPARATION - PRIOR TO START OF EARTHWORK OPERATIONS THE CONTRACTOR SHALL COMPLETE THE FOLLOWINGAPPLICABLE ITEMS AS DEFINED BY CONTRACT DOCUMENTS:EROSION CONTROL - INSTALL ALL REQUIRED EROSION CONTROL ITEMS. SITE DEMOLITION - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; STRUCTURES, UTILITIES, PAVEMENTS, ETC. CLEARING AND GRUBBING - REMOVAL AND DISPOSAL OFF-SITE IN A LEGAL MANNER; TREES, BRUSH, STUMPS, ETC. TOPSOIL STRIPPING - STRIP AND STOCKPILE TOPSOIL FOR REUSE. EXCESS TOPSOIL MAY BE REMOVED FROM SITE WITH APPROVAL BY OWNER AND MUNICIPALITY.2.RESPONSIBILITY - THE CONTRACTOR IS RESPONSIBLE FOR: ESTIMATE - COMPLETION OF A QUANTITY TAKEOFF TO DETERMINE THE VOLUME OF CUT, FILL, AND TOPSOIL. COMPARE AND COORDINATE WITH INFORMATION PROVIDED BY THE DESIGN ENGINEER. GRADE TOLERANCES - ESTABLISHING DESIGN SUBGRADE ELEVATIONS TO WITHIN ONE TENTH OF ONE FOOT (0.10') IN PAVEMENT AREAS (INCLUDING WALKS) AND TO WITHIN THIRTY-THREE HUNDREDTHS OF ONE FOOT (0.33') FOR ALL REMAINING AREAS.COMPACTION - ACHIEVING THE SPECIFIED MINIMUM COMPACTION VALUES FOR EMBANKMENT/FILL AREAS. THE TERMS "FILL" AND EMBANKMENT" ARE INTERCHANGEABLE.CUTS - ONCE EXCAVATIONS ARE SHAPED TO THE DESIGN GRADES THE AREAS SHALL BE PROTECTED TO ASSURE THAT THE INTEGRITY OF MATERIAL IS NOT COMPROMISED BY CONSTRUCTION VEHICLES AND/OR IMPROPER DRAINAGE. AREAS DETERMINED BY CONTRACTOR TO BE NOT SUITABLE FOR SUBGRADE PLACEMENT SHALL BE IMMEDIATELY REPORTED WHEN THE SUBGRADE IS ESTABLISHED TO OWNER'S REPRESENTATIVE. STABILIZATION MEASURES FOR CUT AREAS MAY BE CONSIDERED BY OWNER'S REPRESENTATIVE AS A CHANGE TO THE BASE CONTRACT.3.TESTING - THE FOLLOWING MAXIMUM DRY DENSITIES SHALL BE ACHIEVED AS MEASURED BY THE MODIFIED PROCTORMETHOD ASTM D-1557:95% UNDER PAVEMENTS, WALKS, AND IN STRUCTURAL FILL AREAS85% IN REMAINING AREASTHE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR SHALL DEFINE THE NUMBER OF TESTS AND RESPONSIBILITY. WE RECOMMEND IN EMBANKMENT AREAS ONE PER LIFT AND/OR ONE PER 1,000 CUBIC YARDS. REFER TO BIDDERS PROPOSAL FOR SPECIFIC COMPACTION AND TESTING REQUIREMENTS WITHIN THEBUILDING AREA.4.LIFT THICKNESS - THE MAXIMUM LIFT THICKNESS UNDER PAVEMENTS, WALKS, AND STRUCTURAL FILLS SHALL BE 12INCHES. HAND OPERATED COMPACTION FILLS SHALL NOT EXCEED 6 INCHES. LIFTS PLACED WITHIN BUILDING PADAREAS SHALL NOT BE GREATER THAN 8".5.PROOF ROLLING - THE OWNER'S REPRESENTATIVE WILL REQUIRE A PROOF ROLL (I.E. LOADED TEN WHEELER) OFSUBGRADE AREAS PRIOR TO PLACEMENT OF SUBBASE MATERIALS. AREAS THAT "FAIL" SHALL BE REMOVED ANDREPLACED TO ACHIEVE A PASSING SUBGRADE.
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MATCH LINEHH TRAF SIGBKPPPP4+005+006+007+008+009+0010+00BIO RETENTION G.I. #1LP = 383 XFP = 390.5BIO RETENTION G.I. #3BIORETENTIONG.I. #2X HP = 389.72BIO RETENTION G.I. #1BIO RETENTION G.I. #1384.9X385.3X385.3X385.3X389.6389.3XTC = 389.6BC = 389.1X389.3X389.2XBIO RETENTION G.I. #3BIO RETENTION G.I. #3389.3X389.5X389.3X389.4XX389.4X389.5X<4%389.2X389.5X389.4XHP = 4+64.13ELEV. = 389.84LP = 6+56.52ELEV. = 388.89HP = 8+47.62ELEV. = 389.62LP = 9+48.91ELEV. = 389.27HP = 1+07.14ELEV. = 389.79Overall HP = 1+07.14ELEV. = 389.79LP = 2+53.25ELEV. = 388.89Overall LP = 2+53.25ELEV. = 388.89LIMITS OFDISTURBANCEAPPROXIMATELY11 ACRES (TYP.)392.0X389.5X8.5%4.5%3.0%D387.2X0+001+002+002+96TC=390.40BC=389.90TC=389.90BC=389.40DC-1.1TG=388.902'x2'CBDA-6.1TG=388.502'x2'CBDA-0TG=389.10WATER QUALITY UNITDA-2.0.1TG=388.502'X2' CBDC-1TG=388.905' DIA INLET MHDC-2.0.1TG=389.002'x2'CBDC-2TG=389.005' DIA INLET MHDC-2.1TG=389.102'x2'CBD-3TG=387.502'x2'CBDC-4.1TG=388.002'x2'CBDC-4.3TG=388.002'x2'CBDA-2.4TG=388.102'x2'CBDA-2.3TG=387.903'x3'CBDC-3.1TG=389.202'x2'CBDA-2.2TG=387.803'x3'CBDA-2.1TG=388.504' DIA INLET MHDC-6TG=387.702'x2'CBDC-3TG=389.205' DIA INLET MHD-1TG=387.502'x2'CBD-2TG=387.502'x2'CBDC-5TG=388.902'x2'CBDC-4TG=388.603'x3'CBDC-4.2TG=388.002'x2'CBDA-6TG=388.504' DIA INLET MHDA-5TG=389.404' DIA INLET MHDA-3TG=389.004' DIA INLET MHD-4TG=387.502'X2' CBDB-1TG=387.504' DIA INLET MH255 BAYFILTERTG=388.50WQV UNITDA-2.3.1TG=387.502'X2' CBOS-2TG=390.105' DIA INLET MH384.4X384.4X384.4X-2.00%389.54TC=389.70BC=389.70TC=388.80BC=388.80TC=388.70BC=388.20TC=389.60BC=389.60TC=389.10BC=389.10388.7XTC=390.00BC=390.00TC=389.90BC=389.90TC=389.20BC=389.20TC=389.30BC=389.30TC=388.50BC=388.50DA-3.3.28" END SECTIONINV=387.44TC=387.80BC=387.80SEDIMENT TRAP CALCULATION:3630 CF/ACRES X 0.43 ACRESSOIL DISTURBANCE = 1,561 CFCATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)LIMITS OFCONSTRUCTIONDISTURBANCEAPPROXIMATELY 9.79ACRES (TYP.)LIMITS OFDISTURBANCEAPPROXIMATELY9.79 ACRES (TYP.)LIMITS OFDISTURBANCEAPPROXIMATELY9.79 ACRES (TYP.)388.50388.50387.90387.90388.50388.10388.10388.10388.10388.10SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF386385384
385384385386SFSF TC=388.40BC=387.90TC=388.20BC=387.70TC=388.20BC=387.70TC=388.40BC=387.90TC=389.00BC=388.50TC=388.90BC=388.40TC=388.30BC=387.80TC=388.70BC=388.20TC=388.80BC=388.30TC=388.20BC=387.70TC=388.20BC=387.70TC=388.40BC=387.90TC=389.00BC=388.50TC=388.70BC=388.20TC=389.30BC=388.80TC=389.10BC=388.60TC=388.20BC=388.20TC=388.30BC=388.30TC=389.60BC=389.10TC=390.30BC=389.80DTC=389.50BC=389.00TC=388.80BC=388.80TC=389.40BC=388.90TC=389.10BC=389.10DROP INLETPROTECTION(TYP.)DA-1TG=390.006' DIA INLET MHDA-2TG=389.205' DIA INLET MHTC=389.60BC=389.10TC=389.70BC=389.20TC=389.50BC=389.00REFER TO RAISEDCROSS WALKDETAILREFER TO RAISEDCROSS WALKDETAILTC=389.10BC=389.10TC=389.20BC=389.20TC=389.60BC=389.10TC=389.70BC=389.20389.52TC=388.90BC=388.90TC=388.20BC=388.20TC=390.20BC=389.70TC=389.40BC=388.90TC=390.30BC=389.80TC=388.90BC=388.40TC=389.20BC=389.20TC=389.20BC=389.20TC=389.00BC=388.50TC=389.50BC=389.00TC=389.50BC=389.00TC=389.50BC=389.00389388389389389389 389389388389387
38738838
6 389390
391
389389389389385384386386384385386387384385386387384388 388389389389389 390
389
390389
386388
389 388 387389
3
8
7 389388389390389389388388
388389 389389389
389389388388388388388387387387386385 385387386385384389388389389388387386385384389No.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 SCALE20GRADING & EROSIONCONTROL PLANC 112121" = 20'EXIST. LIGHT POLEEXISTING EASEMENT LINELPEMHHHGVCBEXIST. ELECTRIC MANHOLEEXIST. ELECTRIC HANDHOLEEXIST. GAS VALVEPROPOSED EASEMENT LINEPROPOSED 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 CONCRETEEXISTING MAJOR CONTOURPROPOSED MAJOR CONTOURSILT FENCEEXISTING MINOR CONTOURPROPOSED MINOR CONTOURSF521520520521PROPOSED STONE CHECK DAMPROPOSED INLET PROTECTIONEXISTING TREE/BRUSH LINEPROPOSED TREE/BRUSH LINEDOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
SILT FENCESF
383384385
3863853843833823863870+001+002+002+96BUILDING C4/2 STORIES MIXED USE64 UNITS23,678 SF FOOTPRINTUPBUILDING D5 STORIES13,700 SF FOOTPRINTEMATCH LINE ℄ SEVENTH STREET(UNOPENED STREET)MATCH LINE 0+001+002+002+8214+5610+0011+0012+0013+0014+00FP = 390.0BIO RETENTIONG.I. #4FP = 390.5BIO RETENTION G.I. #3X HP = 389.72BIO RETENTIONG.I.#5BIO RETENTION G.I. #1385.3389.6389.3XTC = 389.6BC = 389.1X389.3X389.2XBIO RETENTION G.I. #3BIO RETENTION G.I. #3389.3X389.5X389.3X389.4XX389.4X389.5X<4%389.2X389.5X389.4XSLP = 9+48.91ELEV. = 389.27HP = 11+11.53ELEV. = 391.07LP = 14+01.61ELEV. = 386.89HP = 1+07.14ELEV. = 389.79Overall HP = 1+07.14ELEV. = 389.79LP = 2+53.25ELEV. = 388.89Overall LP = 2+53.25ELEV. = 388.89X LP = 386.66LIMITS OF CONSTRUCTIONDISTURBANCE APPROXIMATELY9.79 ACRES (TYP.)390.0390.0XXXXBIO RETENTION G.I. #7SSS0+001+002+002+96388.2X388.2X388.2XTC=390.40BC=389.90TC=389.90BC=389.40DC-1.1TG=388.902'x2'CBDB-8.1TG=388.402'x2'CBDC-1TG=388.905' DIA INLET MHDC-2.0.1TG=389.002'x2'CBDC-2TG=389.005' DIA INLET MHDC-2.1TG=389.102'x2'CBDB-8.2TG=388.302'x2'CBDB-8.3TG=388.502'x2'CBDB-3.4TG=388.502'x2'CBDC-3.1TG=389.202'x2'CBDC-6TG=387.702'x2'CBDC-8TG=387.702'x2'CBDB-9TG=389.304' DIA INLET MHDB-7.1TG=388.904' DIA INLET MHDC-3TG=389.205' DIA INLET MHDB-7.2TG=387.404' DIA INLET MHDB-7.5TG=386.602'x2'CBDB-7.6TG=386.702'x2'CBDC-5TG=388.902'x2'CBDC-4TG=388.603'x3'CBDB-12TG=384.902'x2'CBDB-11TG=387.103'x3'CBDC-7TG=387.202'x2'CBD-4TG=387.502'X2' CBDB-1TG=387.504' DIA INLET MHS-2TG=388.504' DIA MHDB-3.2TG=387.502'X2' CBDB-3.1TG=387.502'X2' CBDB-3TG=387.805' DIA INLET MHDB-8TG=389.404' DIA INLET MHDB-7TG=388.905' DIA INLET MHDB-5TG=390.705' DIA INLET MHDB-4TG=390.304' DIA INLET MHDB-3.3TG=388.502'X2' CBDB-6TG=388.502'X2' CBDB-5.1TG=390.802'X2' CBDB-10.2TG=388.502'X2' CBDB-7.3.2TG=386.402'X2' CBDB-7.3TG=386.202'X2' CBDB-10TG=387.504' DIA INLET MH384.4XX384.4XTC=389.70BC=389.20TC=389.90BC=389.90TC=389.10BC=389.10TC=388.70BC=388.70TC=389.60BC=389.60TC=389.40BC=388.90TC=389.40BC=389.40TC=390.00BC=389.50389.65389.18389.62TC=389.30BC=388.80387.30TC=388.80BC=388.30TC=389.10BC=388.60TC=390.20BC=389.70TC=389.30BC=388.80TC=390.50BC=390.00-2.00%TC=386.10BC=385.60TC=388.80BC=388.30TC=388.10BC=388.10TC=386.30BC=385.80TC=386.60BC=386.10TC=386.30BC=385.80BIO RETENTIONG.I. #6TC=390.00BC=389.50-2.00%-2.00%TC=389.80BC=389.30-2.00%-2.00%389.90TC=389.90BC=389.90TC=390.40BC=389.90389.54TC=389.80BC=389.80TC=389.70BC=389.70TC=388.80BC=388.80TC=388.70BC=388.20TC=388.70BC=388.20TC=389.90BC=389.40390.0X390.0XDC-10.112" END SECTIONINV=385.41DB-138" END SECTIONINV=384.93389.79TC=389.50BC=389.50TC=390.00BC=389.50TC=388.90BC=388.90TC=389.00BC=389.00TC=389.40BC=388.90TC=389.20BC=388.70TC=389.90BC=389.40TC=389.50BC=389.50TC=389.40BC=389.40TC=389.50BC=389.50TC=389.40BC=389.40TC=390.40BC=389.90TC=390.40BC=389.90390.50TC=389.90BC=389.40TC=390.00BC=389.50TC=389.00BC=388.50TC=389.10BC=388.60TC=386.80BC=386.30TC=388.40BC=387.90TC=386.90BC=386.40TC=388.30BC=388.30TC=388.20BC=388.20TC=387.70BC=387.20386.91TC=386.60BC=386.10TC=387.00BC=386.50386.24386.54TC=385.90BC=385.40TC=386.60BC=386.60TC=386.40BC=386.40TC=386.00BC=385.50TC=386.50BC=386.50TC=388.00BC=388.00TC=388.10BC=388.10TC=388.70BC=388.20TC=388.70BC=388.20TC=388.00BC=388.00TC=389.90BC=389.40TC=389.20BC=389.20TC=389.00BC=389.00TC=389.50BC=389.00TC=389.40BC=388.90TC=389.00BC=389.00TC=388.20BC=388.20TC=388.90BC=388.40TC=389.20BC=388.70389.20TC=390.10BC=390.10TC=389.60BC=389.60TC=389.10BC=389.10TC=389.40BC=388.90TC=389.70BC=389.20390.50392.00392.00S-1.1RIM=390.594' DIA MHS-1RIM=388.104' DIA MHDB-7.412" END SECTIONINV=382.39DB-7.3.18" END SECTIONINV=382.92TC=389.30BC=388.80TC=389.50BC=389.00389.71TC=390.40BC=389.90384.9XX387.9XX388.7X386.9XDROP INLET PROTECTIONSEE DETAIL (TYP.)SFSFSFSFSF
SF SFSFSFSFS
F
SF SFTOP SOILSTOCK PILEDOUBLE ROWSILT FENCEPROPOSED CONCRETEWASHOUT STATIONLOCATIONSEDIMENT TRAP CALCULATION:3630 CF/ACRES X 0.4 ACRES SOILDISTURBANCE = 1,452 CFSEDIMENT TRAP CALCULATION:3630 CF/ACRES X 0.21 ACRESSOIL DISTURBANCE = 762 CFSEDIMENT TRAP CALCULATION:3630 CF/ACRES X 0.46 ACRESSOIL DISTURBANCE = 1,670 CFSEDIMENT TRAP CALCULATION:3630 CF/ACRES X 0.63 ACRESSOIL DISTURBANCE = 2,287 CF385384383390385CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)CATCH BASINSEDIMENT TRAPSSEE DETAIL (TYP.)LIMITS OFDISTURBANCEAPPROXIMATELY9.79 ACRES (TYP.)LIMITS OFDISTURBANCEAPPROXIMATELY9.79 ACRES (TYP.)LIMITS OFDISTURBANCEAPPROXIMATELY9.79 ACRES (TYP.)388.80388.80388.80388.50388.20388.20387.90388.20388.50DB-2TG=387.804' DIA INLET MH387.90388.10388.10388.10388.10388.40388.40RAISE STRUCTURETO GRADE (TYP.)STAGING / LAYOUT AREASFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFTC=389.40BC=389.40TC=389.40BC=389.4063'8'387.30384.4X386.0X386.0X386.5X384.4387.30XTC=388.40BC=387.90TC=388.20BC=387.70TC=388.70BC=388.20TC=388.20BC=387.70TC=388.40BC=387.90TC=389.00BC=388.50TC=388.70BC=388.20TC=389.30BC=388.80TC=389.10BC=388.60TC=388.20BC=388.20TC=388.30BC=388.30TC=388.50BC=388.50TC=389.60BC=389.10TC=390.30BC=389.80TC=389.60BC=389.10TC=390.50BC=390.00TC=390.80BC=390.30TC=389.90BC=389.40TC=390.90BC=390.40TC=390.00BC=389.50TC=390.00BC=389.50TC=389.90BC=389.40REFER TO RAISEDCROSS WALKDETAILTC=389.10BC=389.10TC=389.20BC=389.20TC=389.60BC=389.10TC=389.70BC=389.20389.52TC=390.20BC=389.70TC=389.40BC=388.90TC=390.30BC=389.80TC=388.90BC=388.40TC=389.20BC=389.20TC=389.20BC=389.20TC=389.00BC=388.50TC=389.50BC=389.00TC=389.50BC=389.00TC=389.50BC=389.00TC=385.40BC=385.40TC=385.40BC=385.40385.29CURB BREAK8.5'DB-6.18" END SECTIONINV=385.003883883893883893893903913
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8387387387
38938938
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385388388385386387385388386384385387389389 3883893893863843853863873913903883883893903903
8
4
388 38838
8
389389389389
390
386387 387385387385388388 38838938938
9
389389387
3
8
8 383384386386387388386386
390388389389387386389385384
3873853863
89389 389389387388 387383385388388388388390391388389388387389389390389390No.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 SCALE20GRADING & EROSIONCONTROL PLANC 113131" = 20'EXIST. LIGHT POLEEXISTING EASEMENT LINELPEMHHHGVCBEXIST. ELECTRIC MANHOLEEXIST. ELECTRIC HANDHOLEEXIST. GAS VALVEPROPOSED EASEMENT LINEPROPOSED 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 CONCRETEEXISTING MAJOR CONTOURPROPOSED MAJOR CONTOURSILT FENCEEXISTING MINOR CONTOURPROPOSED MINOR CONTOURSF521520520521PROPOSED STONE CHECK DAMPROPOSED INLET PROTECTIONEXISTING TREE/BRUSH LINEPROPOSED TREE/BRUSH LINEDOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHWOHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
OHW
SILT FENCESF
SCALE: HORIZONTAL - 1" = 50'VERTICAL - 1: = 5'CARPENTER DRIVE PROFILE375380385390395400375380385390395400-1+000+00387.01387.01390.23390.231+00390.65390.65389.80389.802+00388.64388.64385.04385.043+004+003.79%-2.00%1.00%-0.75%PVI STA=0+00.00PVI ELEV=389.52PVI STA=2+96.01PVI ELEV=389.72 LOW POINT ELEV.=388.89'LOW POINT STA.=2+53.25PVI STA=2+70.00PVI ELEV.=388.73K=11.00V.C.=50.00BVCS: 2+45.00BVCE: 388.92EVCS: 2+95.00EVCE: 389.68HIGH POINT ELEV.=389.79'HIGH POINT STA.=1+07.14PVI STA=1+00.00PVI ELEV.=390.01K=57.14V.C.=100.00BVCS: 0+50.00BVCE: 389.51EVCS: 1+50.00EVCE: 389.63DC-2TG=389.00SW INV=385.80SE INV=384.055' DIA INLET MHDC-2.0.1TG=389.00NE INV=386.002'x2'CBDC-3.1TG=389.20S INV=386.34NE INV=386.202'x2'CBDC-3TG=389.20SW INV=386.00SE INV=384.58NW INV=384.585' DIA INLET MH107 LF 15" HDPESTM. @ 0.50%99 LF 15" HDPESTM. @ 0.25%DC-4TG=388.60SW INV=384.83N INV=384.83NW INV=384.833'x3'CBDC-5TG=388.90SW INV=384.92NE INV=384.922'x2'CBEXISITNG 12" WATER MAINSCALE: HORIZONTAL - 1" = 50'VERTICAL - 1: = 5'CARPENTER CIRCLE PROFILE360365370375380385390395400405410360365370375380385390395400405410-1+000+00385.65385.65385.21385.211+00385.53385.53386.56386.562+00387.47387.47388.48388.483+00389.36389.36389.34389.344+00389.73389.73
389.92
389.92
5+00389.74
389.74
389.48
389.48
6+00389.04
389.04
388.83
388.83
7+00388.67
388.67
388.43
388.43
8+00388.23
388.23
388.04
388.04
9+00387.83
387.83
387.61
387.61
10+00387.07
387.07
386.23
386.23
11+00387.03
387.03
387.76
387.76
12+00388.24
388.24
388.29
388.29
13+00387.76
387.76
387.83
387.83
14+00386.60
386.60
15+0016+000.60%-0.55%-0.65%0.50%-0.50%2.74%-1.74%1.50%-1.60%1.16%PVI STA=0+00.00PVI ELEV=385.65
PVI STA=14+55.69PVI ELEV=387.34DA-9TG=385.20SE INV=382.35NW INV=382.58SW INV=382.352'x2'CB163 LF 12" HDPE STM. @ 0.25%85 LF 15" HDPE STM. @ 0.20%163 LF 12" HDPE STM. @ 0.25%85 LF 15" HDPE STM. @ 0.20%163 LF 12" HDPE STM. @ 0.25%85 LF 15" HDPE STM. @ 0.20%163 LF 12" HDPE STM. @ 0.25%DA-8TG=386.90SE INV=383.78NE INV=381.95NW INV=383.78SW INV=381.954' DIA INLET MH85 LF 15" HDPE STM. @ 0.20%DA-7.1TG=388.50NW INV=385.502'x2'CBDA-7TG=387.90NE INV=381.78SE INV=385.37SW INV=381.784' DIA INLET MHDA-6.1TG=388.50W INV=386.002'x2'CBDA-6TG=388.50E INV=385.87NE INV=381.66S INV=381.664' DIA INLET MH60 LF 18" HDPE STM. @ 0.20%DA-5TG=389.40N INV=381.54S INV=381.544' DIA INLET MH56 LF 18" HDPE STM. @ 0.20%DA-0TG=389.10SW INV=381.02W INV=380.52WATER QUALITY UNITDA-3TG=389.00NE INV=381.22SW INV=381.224' DIA INLET MHDA-2.0.1TG=388.50NE INV=385.502'X2' CB255 BAYFILTERTG=388.50SW INV=381.13NE INV=380.63WQV UNITDC-1TG=388.90SE INV=382.15E INV=385.68NW INV=382.155' DIA INLET MHDB-4TG=390.30SE INV=381.48NW INV=381.484' DIA INLET MHDB-3.3TG=388.50SE INV=385.37NW INV=385.372'X2' CBDB-7.5TG=386.60NW INV=383.57SW INV=382.50NE INV=382.502'x2'CBDA-10TG=385.30NW INV=382.402'x2'CBDB-3.4TG=388.50NW INV=385.502'x2'CBDB-7.6TG=386.70SE INV=383.702'x2'CBDA-8.1TG=386.90NW INV=383.902'x2'CB60 LF 18" HDPE STM. @ 0.20%92 LF 12" HDPE STM. @ 0.50%DB-5.1TG=390.80SW INV=387.802'X2' CBDB-5TG=390.70SE INV=381.52NE INV=387.34S INV=381.52NW INV=381.525' DIA INLET MHS-1RIM=388.10SE INV=381.00NW INV=380.904' DIA MHEXISITNG 12" WATER MAINHIGH POINT ELEV.=389.84'HIGH POINT STA.=4+64.13PVI STA=4+50.00PVI ELEV.=390.05K=55.18V.C.=100.00BVCS: 4+00.00BVCE: 389.47
EVCS: 5+00.00
EVCE: 389.72
HIGH POINT ELEV.=389.62'HIGH POINT STA.=8+47.62PVI STA=8+50.00PVI ELEV.=389.75K=95.24V.C.=100.00BVCS: 8+00.00
BVCE: 389.50
EVCS: 9+00.00
EVCE: 389.48
HIGH POINT ELEV.=391.07'HIGH POINT STA.=11+11.53PVI STA=11+05.92PVI ELEV.=391.33K=11.16V.C.=50.00BVCS: 10+80.92
BVCE: 390.65
EVCS: 11+30.92
EVCE: 390.90LOW POINT ELEV.=385.49'LOW POINT STA.=0+40.04PVI STA=0+50.00PVI ELEV.=385.40K=30.08V.C.=50.00BVCS: 0+25.00BVCE: 385.53EVCS: 0+75.00EVCE: 385.69
LOW POINT ELEV.=388.89'LOW POINT STA.=6+56.52PVI STA=6+50.00PVI ELEV.=388.75K=86.96V.C.=100.00BVCS: 6+00.00
BVCE: 389.08
EVCS: 7+00.00
EVCE: 389.00
LOW POINT ELEV.=389.27'LOW POINT STA.=9+48.91PVI STA=9+50.00PVI ELEV.=389.20K=43.48V.C.=50.00BVCS: 9+25.00
BVCE: 389.34
EVCS: 9+75.00
EVCE: 389.35
LOW POINT ELEV.=389.65'LOW POINT STA.=10+25.00PVI STA=10+50.00PVI ELEV.=389.80K=23.33V.C.=50.00BVCS: 10+25.00
BVCE: 389.65
EVCS: 10+75.00
EVCE: 390.49
LOW POINT ELEV.=389.30'LOW POINT STA.=12+25.00PVI STA=12+00.00PVI ELEV.=389.70K=365.44V.C.=50.00BVCS: 11+75.00
BVCE: 390.13
EVCS: 12+25.00
EVCE: 389.30
LOW POINT ELEV.=386.89'LOW POINT STA.=14+01.61PVI STA=14+00.00PVI ELEV.=386.50K=32.26V.C.=100.00BVCS: 13+50.00
BVCE: 387.30
EVCS: 14+50.00
EVCE: 387.25
EVCE: 390.49DA-4TG=389.50N INV=381.40SW INV=381.404' DIA STORM MHDA-1TG=390.00SE INV=381.06NE INV=381.066' DIA INLET MHDA-2TG=389.20NE INV=381.10SW INV=385.21E INV=381.10S INV=387.84NW INV=381.105' DIA INLET MHOS-0TG=389.40SW INV=380.50E INV=380.50N INV=380.505' DIA DOGHOUSE MH111 LF 18" HDPE STM. @ 0.12%58 LF 12" HDPE STM. @ 0.50%OS-2TG=390.10SW INV=382.88SW INV=381.20NE INV=381.205' DIA INLET MH137 LF 36" HDPE STM. @ 0.05%DC-2.1TG=389.10SE INV=385.40SW INV=385.402'x2'CBDC-2TG=389.00SW INV=385.80SE INV=384.055' DIA INLET MH35 LF 12" HDPE STM. @ 0.50%63 LF 18" HDPE STM. @ 0.20%40 LF 12" HDPE STM. @ 0.50%DC-2.0.1TG=389.00NE INV=386.002'x2'CB44 LF 12" HDPE STM. @ 0.25%DB-7.4INV=382.3912" END SECTIONEXISITNG 12" WATER MAINEXISITNG 12" WATER MAINEXISITNG 36" SANITARY MAINEXISITNG 8" SANITARY MAINNo.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 CONSTRUCTIONLEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT00201040SCALE: 1"=20'HORIZONTAL SCALE20LIGHTING PLANC 115151" = 20'APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATE42.75"25"N.T.S.OPTIONAL SHIELDLIGHT FIXTURE DETAILPROVIDE LITHONIA 232 WATT LED TYPE III MEDIUMDISTRIBUTION ON 24' POLE CATALOG # DSX2 LED100C 700 50K T3M MVOLT RPA DNAXD PROVIDE 4FT. DEEP CONCRETE FLUSH POLE BASES AS PERMANUFACTURER RECOMMENDATION FOR 90 MPHWIND LOAD.OR BELOW LOCAL FROST LEVEL
4'-0" MIN.FROST DEPTH PER LOCAL CODES.2. FOUNDATIONS SHALL EXTEND BELOWOF UNSTABLE SOIL CONDITIONS.CONTRACTOR SHALL ADVISE ENGINEERREQUIRE AN ALTERNATE DESIGN.90 MPH AND UNSTABLE SOIL MAYDESIGN. WIND LOADS OF MORE THAN1. FOUNDATION SHOWN IS A TYPICAL21" DIA.NOTES:2'-0"
24'-0"W/DOUBLE NUT & WASHERTO BUILDING ELECT. SERVICE.3/4" HEAVY WALL CONDUIT EXTENDLOCATIONS FROM A.B.@ 12" -LOCATE ALTERNATE4-#4 BARS W/ #3 TIES WITH CONCRETE.(SONOTUBE) FORM FILLED2'-0" HIGH RIGID FIBER FORMBOLT SIZE: 11" BOLT CIRCLEGROUTED GAP1"x36" ANCHOR BOLTS PAVEMENT
36" IN
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101010COMPACTCOMPACTS 35°56'24" W MAPMATCH LINEMATCH LINE
MATCH LINEMATCH LINE 0+001+002+002+96BIO RETENTION G.I. #3BIO RETENTION G.I. #3BIO RETENTION G.I. #3LIGHT POLE AND FIXTURE(TYP.) SEE DETAIL.4/2 STORIES MIXED USE23,678 SF FOOTPRINTXXXXXXXXXXXXXX X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX5+006+007+008+009+0010+00BIO RETENTION G.I. #1BIO RETENTIONG.I. #2BUILDING B4/2 STORIES MIXED USE102 UNITS37,459 SF FOOTPRINTPROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.PROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.0.5 FC1 FC0.5 FC1 FC0
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XXXXNo.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 CONSTRUCTIONLIGHTING PLANC 116161" = 20'LEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT00201040SCALE: 1"=20'HORIZONTAL SCALE20APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATENYS ROUTE 13
EPOSTPOSTMB ON WALKMATCH LINE 0+001+002+002+963+020+001+002+003+00BIO RETENTION G.I. #3BIO RETENTION G.I. #3BIO RETENTION G.I. #3LIGHT POLE AND FIXTURE(TYP.) SEE DETAIL.PROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.BUILDING C4/2 STORIES MIXED USE64 UNITS23,678 SF FOOTPRINT14+5610+0011+0012+0013+0014+00UPBIO RETENTIONG.I. #5BIO RETENTIONG.I. #4BIO RETENTIONG.I. #6BIO RETENTIONG.I. #7BUILDING D5 STORIES13,700 SF FOOTPRINTPROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.UNLESS OTHERWISENOTED) SEE DETAIL.PROPOSED BUILDINGMOUNTED LIGHT 'XLB' SEE DETAIL.PROPOSED BUILDINGMOUNTED LIGHT 'XLC' SEE DETAIL.PROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.PROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.1 FC0.5 FC1 FC0.5 FC1 FC0.5 FC
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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 CONSTRUCTIONLIGHTING PLANC 117171" = 20'LEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT00201040SCALE: 1"=20'HORIZONTAL SCALE20APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEMODEL: UVK - 30042 - 54W - T3 - W30 - 01 - 120/277VBUILDING MOUNTED LIGHT - XLA (TYP.)EXTERIOR WALLFIXTURE WILL BE RECESSEDINTO WOOD CEILING, BUTMOUNTED METHOD WILL BESURFACE-MOUNTEDBUILDING MOUNTED LIGHT - XLC (TYP.)MODEL: 674 - 43 - WP - L4/ 827 - UNV - ALP - RBPNOTES:-LUMEN OUTPUT SOURCE LUMENS: L4:3000 NOMINAL LUMENS-WATTAGE: 29W-COLOR RENDERING: CRI 83+-CORRELATED COLOR TEMPERATURE: 4000K, 3500K, 3000K,2700K-RATED LIFE OF LAMP (HRS): 50,000-DIMMING: 0-10V-WARRANTY: 5 YEAR LIMITEDBUILDING MOUNTED LIGHT - XLB (TYP.)
8'10'10'ASPHALTSECTION SEEDETAIL0.5'8" CONCRETE PAVEMENT,NYSDOT PCC SECTION 502,4,000 PSI12" AGGREGATE BASECOURSE TYPE NYSDOTITEM NUMBER 304.122 6" LIFTSCRACK CONTROLJOINT (TYP.)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 CONSTRUCTIONDETAILSC 20118N.T.S.N.T.S.HANDICAP ACCESSIBLE PARKING SPACE9 FT9 FT9 FT2 FT4" SOLID WHITELINEMODIFIEDINTERNATIONALSYMBOL OFACCESSR7-8/8PSIGNAGENYP1-2SIGNAGER7-8/8PSIGNAGE20 FT
HANDICAP ACCESSIBLERAMP W/ DETECTABLEWARNING STRIPS1/8" SAWCUT1/3 SLAB THICKNESSSEE PLANN.Y.S.D.O.T. ITEM No. 304.14STONE SUBBASE 1. CONCRETE SHALL BE 4000 PSI AIR-ENTRAINED MIX.2. CONCRETE SURFACE SHALL RECEIVE A BROOM FINISH (IF NOT SPECIFIED AS EXPOSED AGGREGATE CONCRETE) AND TWO COATS OF A MEMBRANE FORMING SEALER AT RATES SPECIFIED BY PRODUCT MANUFACTURER.3. EXPANSION JOINTS SHALL BE PROVIDED AT FIXED STRUCTURES.4. CONTROL JOINTS SHALL BE LOCATED AS SHOWN ON PLAN AND IN ACCORDANCE WITH ACI 330-R92. THESE JOINTS SHALL BE COMPLETED WITHIN 24 HOURS OF CONCRETE PLACEMENT.5. SCORE PATTERN - SCORING PATTERN SHALL BE 5' X 5' SQUARE, MAY VARY IN CERTAIN AREAS-COORDNIATE WITH OWNERS ONSITE REP PRIOR TO SCORING SIDEWALKS5" CONCRETE SIDEWALK4" SUBBASE MATERIALCONCRETECOMPACTED SUBGRADE4"6"FIRST SLABSECOND SLABD/2D6" TYP.SEE CURBDETAILSEE NEW PAVEMENTSECTION5/8" DIAMETER 10" LONG SMOOTHDOWEL. GREASE ONE END, LOCATE 12" FROMEND OF SLAB & 18" O.C.ELASTOMERIC JOINT FILLER1/2" EXTRUDED JOINT FILLERCONCRETE SIDEWALKBE FORMED WITH PRE-MOLDED BITUMINOUS JOINT FILLER.EXPANSION JOINTS AT 80' MAXIMUM SPACING. EXPANSION JOINTS SHALL2. PROVIDE CONSTRUCTION JOINTS WITH AT 20' INTERVALS AND1. PROVIDE 7" REVEAL AT DROP INLETSR=3/4"3"TO A UNIFORM SURFACEFINISH (RUBBED) CONC.6"1"6"CONCRETE MIX LEVELING COURSECRUSHED STONE OR DRYFINISH GRADE6"18"CAST-IN-PLACE OR FORMEDCONC. CURB, 4,000 P.S.I.AIR-ENTRAINED CONCRETE7"SEE PAVEMENT SECTIONTACK-COATFACE OF CURBISOMETRICDOME SPACING0.90"-1.41"0.625"1"0.625"2"-4"1.625"-2.41"
C TO C 1.625"-2.41"C TO CEDGEOFRAMPBACK EDGEOF CURBSECTION7"CONCRETE6" SUBBASE COURSEFILL JOINTS WITH UNILOCKPOLYMERIC JOINT SAND ORAPPROVED EQUIVALENT1" MINIMUMCOARSE SAND BEDDINGMATERIALSIDEWALKTYPICALWARNING UNIT2" DIAMETER WEEPHOLE AT LOW POINTFILL WITH COARSESAND BEDDING MATERIALNOTES:1. QUANTITY OF TRUNCATED DOMES SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY, TO DEPICT REQUIRED SQUARE GRID PATTERN.2. TRUNCATED DOMES ARE TO BE ALIGNED IN SQUARE GRID PATTERN IN PREDOMINANT DIRECTION OF TRAVEL.3. DETECTABLE WARNING SYSTEM FIELD IS TO BE 2 FEET DEEP, AND IS TO EXTEND ACROSS FULL WIDTH OF SIDEWALK ACCESS RAMP, BUT NOT UP SIDE FLARES.4. DETECTABLE WARNING SYSTEM FIELD IS TO BE LOCATED SUCH THAT OUTER EDGE OF WARNING FIELD NEAREST TO STREET IS 2 TO 4 INCHES OFF BACK EDGE OF CURB.5. ENTIRE DETECTABLE WARNING SYSTEM FIELD INCLUDING TRUNCATED DOMES, IS TO BE DARK GRAY IN COLOR, PER MUNSELL BOOK NOTATION 10BG 3/1, FEDERAL STANDARD 595B NUMBER 36081, OR APPROVED EQUIVALENT.DETECTABLE WARNING SURFACE DETAILN.T.S.0.20"DOME SECTION112VIEW A-A6'-0"5'-0"TOP OFPAVEMENTNO CURB REVEALPAVEMENT1121. THE MAXIMUM SLOPE OF A SIDEWALK RAMP IS 1:12 3. SIDEWALK RAMP AND LANDING PAD IS TO BE 7" THICK.STABLE, FIRM, AND SLIP-RESISTANT. (i.e.COARSEBROOM FINISH PERPENDICULAR TO THE RAMP SLOPE IS ACCEPTABLE)2. THE SURFACE OF ALL SIDEWALK RAMPS IS TO BESEE DETECTABLE WARNINGFOR SIDEWALKSSTD. DWG. NO. S608-28VARIES5'MINIMUM6'-0"SIDEWALK RAMP DETAILCURB (OPTIONAL ATBACK OF SIDEWALK)CURB (OPTIONAL ATBACK OF SIDEWALK)N.T.S.NOTES:SECTION B-B1:50ABBATYPE C RAMP ISOMETRICNO PARKINGANYTIMENYP1-2PARKINGRESERVED R7-8NOANYTIMENYP1-2PARKING2"x2" SQ. UNISTRUT POST LENGTH VARIES(GALVANIZED STEEL)CONCRETE BASE3" COVER3 1/2" I.D. PIPE SLEEVEFACE OF CURB5'-6" MIN.12" DIA.N.T.S.3'-0"SIGN PANEL(SIGN IN LANDSCAPE AREA OR SIDEWALK)2' MIN. TOCURBTYPICAL POST MOUNTHANDICAP SIGN INSTALLATIONR7-8PVANACCESSIBLECONCRETE CURB16"6"CONC. CURBMATCH TRANSITION CURB TOADJACENT CURB OR HEADERCURB/PAVEMENT.VARIESHEADER CURB12"NOTES :1.PROVIDE 5/8" MAX. LIP FOR HEADER CURB AT SIDEWALK RAMPS.2.TRANSITION CURB LENGTHS SHALL BE FROM 18" TO 36" AS DETERMINED BY THEPROJECT MANAGER UNLESS OTHERWISE INDICATED IN THE DRAWINGS.3.PROVIDE 0" REVEAL FOR HEADER CURB AT ACCESSIBLE RAMPS ANDSTORMWATER CURB CUTS. ALL OTHER PLACES SHALL HAVE 1" REVEALN.T.S.18" - 36"TRANSITION CURB DETAIL( SEE NOTES )SEE GRADING PLAN112" 12.5 F2 ASPHALT TOPCOAT NYSDOT ITEM #403.198902212" 19 F9 ASPHALT BINDER NYSDOT ITEM #403.1389026" STEP @ EDGE OF PAVEMENTFOR EACH COURSELIGHT DUTY ASPHALTPAVEMENT SECTIONN.T.S.12" LIFT OF #2 CRUSHER RUNCOMPACTED NYS DOT ITEM #304.12TENSAR TX-130 TRI-AXIAL GEOGRIDCOMPACTED STRUCTURALFILL AS APPROVED – GRASS PAVER DETAIL3' TYP.6" TALL CONCRETE CURB (TYP.)PARKING LOT PAVEMENTSECTION (SEE DETAIL)DRAINAGE RELIEF IN CURBN.T.S.45°YELLOWYELLOWCLDOUBLE YELLOW CENTERLINENOT TO SCALE4"4"4"2"2"ITEM 685.12SEE PLANCOMPACTED SUBSOIL1. EACH LIFT TO BE COMPACTED WITH VIBRATORY ROLLER.8" 4,500 PSI NYSDOT CLASS A CONCRETE SLAB WITH FIBER MESH.CONTRACTION JOINTS SHALL BE IN A 10' GRID. SLAB SHALL CONTAIN #4 REBARPLACED 16" ON CENTER EACH WAY. TOP OF REBAR SHALL BE 2" FROM TOP OFSLAB. OUTER 2' OF CONCRETE SHOULD BE INCREASED TO 12" THICKHEAVY DUTY CONCRETEPAVEMENTN.T.S.SEE PLAN FOR SLOPE#4 REBAR 16" ON CENER 16" (TYP)12" CRUSHED STONE(3 LIFTS) (NYSDOT ITEM 304.12)MORTAR JOINTSCOLOR AND MATERIAL TO BE SPECIFIED1/2" - 1-1/2" MORTAR SETTING BED4" BASE COURSENYSDOT ITEM 304.11SEPARATION FABRICMIRAFI 270HP4" FIBER REINFORCED 4000 PSI CONCRETE SLABCOMPACTED SUBGRADETUMBLED EDGE 1.25" THICK OR APPROVED EQUALGENERIC PAVERSBIKE RACKBIKE RACK DETAILN.T.S.SITESEE GRADING PLAN112" 12.5 F2 ASPHALT TOPCOAT NYSDOT ITEM #403.198902312" 19 F9 ASPHALT BINDER NYSDOT ITEM #403.1389026" STEP @ EDGE OF PAVEMENTFOR EACH COURSEHEAVY DUTY ASPHALTPAVEMENT SECTIONN.T.S.12" LIFT OF #2 CRUSHER RUNCOMPACTED NYS DOT ITEM #304.12TENSAR TX-130 TRI-AXIAL GEOGRIDCOMPACTED STRUCTURALFILL AS APPROVED4" WIDE WHITEPAINTEDSTRIPE45°20" SPACE(TYP.)4"TYPICAL PARKING PAVEMENT MARKING LAYOUT9' - 0"(TYP.)4" WIDEPAINTED WHITESTRIPECURB LINE18' - 0" (TYP.)NOT TO SCALESEE BLOWUP FOR STRIPING DIMENSIONS18" DIA.TRAFFIC SIGN, INCLUDING NO PARKING, ACCESSIBLEPARKING, AND STOP SIGNSACCESSIBLE PARKING SIGNLOCATIONS ARE 2-SIDEDWHERE STALLS FACE EACHOTHER.2" STEEL PIPE, ROUND ORSQUARE, SET IN CONCRETE6" DIA. STL PIPE- FILLW/ NON-SHRINK GROUT-ROUND TOP.DOME TOP OF CONC FTGSEALANT & BACKERROD OVER 1" JOINT FILLERPAVEMENT SURFACE6"
3'-6" MIN. OR TO
MINIMUM FROST DEPTH
IF GREATER
5'-6" MIN. OR PER
LOCAL CODES
TYPICAL BOLLARD MOUNTHANDICAP SIGN INSTALLATIONN.T.S.NOTE: MUTCD STANDARD OROWNER SPECIFIED SIGN TO BEUSED.PROVIDE YELLOWPLASTIC COVER FORSTEEL BOLLARD.ELEVATED CROSS WALKN.T.S.
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 CONSTRUCTIONDETAILSC 20219N.T.S.Lateral connection must be cored.Pneumatic devices or hammeringknock-out methods are not acceptablefor creating opening for new lateralpipe.Size of cored opening shall be limitedto one-half the nominal diameter ofthe mainline sewer.Expose face of pipe from crown toinvert for 12" along the length of themain. Core hole a minimum of 6"away from existing pipe hubs.Take necessary precautions to preventdamage to the existing sewer, and toprevent debris from entering the sewer.Thoroughly clean surface of existingpipe of foreign matter and looseparticles prior to placement of Teeconnection.Tee connection: Inserta Tee by InsertaFittings Co., or approved equal.Lateral connections must be witnessedby a representative of the District.Notify Pure Waters a minimum of 48hours in advance of construction forinspection of the lateral connection.Telephone (585) 760-7600, Option 5.7.6.5.3.4.2.1.N.T.S.CORED TEE CONNECTION TO EXISTING SEWERSANITARYSEWER CONNECTION TO EXISTING MAN HOLE (MCPW FIGURE 2.03)NOT TO SCALECITY OF ITHACA SANITARY SPECS:10.0 RESIDENTIAL SANITARY SEWER COMPONENTS10.1. INSERTA TEES: INSERTA TEES AS MANUFACTURED BY INSERTA FITTINGS CO./FOWLER MANUFACTURING CO. OR APPROVED EQUAL.10.2. CAST IRON SOIL PIPE AND FITTINGS: SERVICE WEIGHT CAST IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301, ASTM A888 OR ASTM A74 FOR ALL PIPE ANDFITTINGS. PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE OR APPROVED EQUAL. CI SOIL PIPE SHALL BE SUPPLIED IN 5-FOOTLENGTHS.10.3. 4” SDR-35 PVC HUB ADAPTER & RUBBER DONUT SEAL: AS MANUFACTURED BY GPK PRODUCTS INC. PART NUMBER 239-0004 OR APPROVED EQUAL. HUB ADAPTER WITH ONE HUBCONNECTION FOR EXTRA HEAVY CAST IRON AND THE OTHER END A SPIGOT CONNECTION FOR SDR-35 PVC. EACH HUB ADAPTER TO BE SUPPLIED WITH ONE 4” MULTI-TITE RISER DONUTRUBBER SEAL AS MANUFACTURED BY SERCO CONFORMING TO ASTM C564.10.4. 4” CLEANOUT TOP CAST IRON WITH BRASS PLUG: AS MANUFACTURED BY JUMBO MANUFACTURING PART NUMBER 185PACS OR APPROVED EQUAL. CLEANOUT SHALL BE PANELLA TYPEFOR USE ON EXTRA HEAVY CI SOIL PIPE RISER END. CLEANOUT SHALL HAVE A COUNTERSUNK 3-1/2” BRASS PLUG.10.5. FLEXIBLE COUPLINGS AS MANUFACTURED BY FERNCO OR APPROVED EQUAL.11.0 MANHOLES11.1. PRE-CAST CONCRETE SANITARY SEWER MANHOLES SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C478. ALL CONCRETE SHALL HAVE A 5,000-PSI MINIMUM COMPRESSIVESTRENGTH @ 28 DAYS. REINFORCING STEEL SHALL CONFORM TO THE ASTM A185 SPECIFICATION. ALL CASTINGS SHALL MEET OR EXCEED AASHTO HS-20, ACI 318 SPECIFICATIONS.11.2. DIAMETER, ELEVATIONS, AND OPENINGS SHALL BE AS SPECIFIED. INVERT SHALL BE PRECAST AS SPECIFIED.11.3. FLAT TOP SLAB AND BASE SLAB MINIMUM 8”-THICK. TOP SLAB SHALL HAVE 30-INCH DIAMETER OPENING UNLESS OTHERWISE SPECIFIED.11.4. OFFSET JOINTS SHALL HAVE DOUBLE BUTYL ROPE SEALANT TYPE CONFORMING TO ASTM C433. MANHOLE TO PIPE SEAL GASKET/CONNECTOR SHALL BE A-LOK OR Z-LOK ASMANUFACTURED BY A-LOK PRODUCTS INC. OR AN APPROVED EQUAL. THE RESILIENT CONNECTOR BETWEEN THE REINFORCED CONCRETE STRUCTURE AND PIPE SHALL CONFORM TO ASTMC923-79.11.5. MH STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE CONFORMING TO ASTM C478.11.6. THE EXTERIOR OF ALL CONCRETE CASTINGS SHALL BE SEALED WITH CS-55 WATER BASED ACRYLIC COATING OR APPROVED EQUAL.12.0 MANHOLE FRAMES, COVERS, AND GRADE RINGS12.1. MH FRAMES AND COVERS SHALL BE EITHER HEAVY DUTY CI CONFORMING TO ASTM A48-83 CLASS 30B, AASHTO M105-82 RATED FOR AASHTO HS20-44 HEAVIEST WHEEL LOADING, ORHEAVY DUTY DI CONFORMING TO ASTM A 536 AND AASHTO HS20-44 HEAVIEST WHEEL LOADING. MH COVERS SHALL HAVE THE WORDS “SANITARY SEWER” CAST IN.A. 30” DIAMETER1. STANDARD (NOMINAL 6 ½” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1322, NEENAH R-1557, OR EQUAL2. LOW-PROFILE (NOMINAL 4” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1480, NEENAH R-1557-A4, OR EQUAL3. ASPHALT SUPPORTED MH FRAMES AND COVERS SHALL BE THE EJ MODEL #3027Z SELFLEVEL WITH #1810 COVER, OR EQUALB. 24” DIAMETER1. STANDARD (NOMINAL 6 ½” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1310, NEENAH R-1554, OR EQUAL2. LOW-PROFILE (NOMINAL 4” TALL) MH FRAMES AND COVERS SHALL BE EJ MODEL #1311Z, NEENAH R-1553, OR EQUALC. COMPOSITE ADJUSTMENT RISERS (GRADE RINGS) SHALL BE THE INFRA-RISER AS MANUFACTURED BY EJ OR APPROVED EQUAL.D. PRECAST CONCRETE RISERS (GRADE RINGS) SHALL BE CONSTRUCTED WITH 5000PSI CONCRETE AND REINFORCED WITH #3 REBAR.13.0 AGGREGATES13.1. #2 UNIFORMLY GRADED WASHED STONE SHALL MEET REQUIREMENTS OF NYSDOT ITEM # 203.21 “SELECT STRUCTURE FILL”.13.2. BANK RUN GRAVEL SHALL MEET THE REQUIREMENTS OF NYSDOT ITEM # 203.07 “SELECT GRANULAR FILL”.13.3. CRUSHER RUN GRAVEL SHALL MEET THE REQUIREMENTS OF NYSDOT ITEM # 304.12 “TYPE 2”.13.4. CRUSHED LIMESTONE SHALL MEET THE REQUIREMENTS OF NYSDOT ITEM # 203.20 “SELECT GRANULAR SUBGRADE”.
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 CONSTRUCTIONDETAILSC 20320NTSNOTE:1. VALVE BOX SHALL BE CENTERED ON VALVE AND SET ON COMPACTED BACKFILL.2. VALVE SHALL NOT SUPPORT VALVE BOX.3. ALL BODY AND BONNET BOLTS SHALL BE STAINLESS STEEL.4. ALL VALVES SHALL BE OPEN LEFT EXCEPT VALVES 12" AND SMALLERSOLID CONCRETE BLOCKFOR WIDTH OF TRENCH AROUND VALVE BOXVALVE(MIN:4"x8"x16")TYPE 1 CRUSHED STONE GRADEVALVE BOX 5'-0" MINN.T.S.12" MIN12" GRADEMINN.T.S.DISINFECTION/BLOW-OFF/SAMPLING TAPNOTE:IMMEDIATELY PRIOR TO THE AUTHORITY PLACING WATER MAIN IN SERVICE CONTRACTORSHALL REMOVE ALL CORPORATIONS ASSOCIATED WITH TEMPORARY FACILITIES (I.E.SAMPLING TAPS, ETC.) AND REPLACE WITH THREADED BRASS PLUGS. PLACEMENT OFTHREADED BRASS PLUG MUST BE WITNESSED BY A MCWA REPRESENTATIVE.WATER MAIN1" CURB STOPCORPORATION STOP1" COPPER (MIN)WATER VALVE1" PERMANENT MANUAL AIR RELEASEN.T.S.WATER MAIN1" CORPORATIONSTOP1" CURB STOP COMP x COMP(DRAIN ON OUTLET SIDE)CURB BOX AND ROD1" COPPER PIPEVALVE BOX TOP SECTIONAND COVERCOMPRESSION FITTINGw/BRASS PLUG4"x8"x16" SOLID CONCRETE BLOCKMIN 5.0 CF OF TYPE 7 SELECT FILLWATERCITY OF ITHACA WATER SPECS:1.0 MATERIALS – GENERAL1.1. ALL SUPPLIED MATERIALS SHALL BE NEW AND CONFORM TO THE LATEST REVISION OF THE APPROPRIATE ANSI/ASTM/NSF/AWWA STANDARDS.1.2. AS OF JANUARY 4, 2014, ALL BRASS AND BRASS CONTAINING MATERIALS SHALL BE LABELED WITH THE MANUFACTURER’S MARK INDICATING THAT THE MATERIAL IS “LEAD-FREE OR NO-LEAD”.2.0 DUCTILE IRON PIPE FOR WATER SERVICE2.1. PIPE THICKNESS SHALL NOT BE LESS THAN CLASS 52. PIPE SHALL BE CENTRIFUGALLY CAST FOR WATER CONFORMING TO AWWA C151. JOINTS FOR DUCTILE IRON SHALL BE PUSH-ON TYPE IN ACCORDANCE WITH AWWA C111. RUBBER GASKETS FURNISHED SHALL BE INACCORDANCE WITH AWWA C111.2.2. THE ASPHALTIC OUTSIDE COATING SHALL BE IN ACCORDANCE WITH AWWA C151. THE CEMENT-MORTAR LINING AND INSIDE COATING SHALL BE IN ACCORDANCE WITH AWWA C104 AND ANSI/NSF 61. ALL COATINGS, SEALANTS AND LININGS SHALL BE LISTED BY NSFINTERNATIONAL AND CONFORM TO THE REQUIREMENTS OF ANSI/NSF 61.2.3. THE EXTERIOR OF DUCTILE IRON PIPE SHALL BE COATED WITH A LAYER OF ARC-SPRAYED ZINC PER ISO 8179. THE MASS OF THE ZINC APPLIED SHALL BE 200 G/M2 OF PIPE SURFACE AREA. A FINISHING LAYER TOPCOAT SHALL BE APPLIED TO THE ZINC. THE MEAN DRY FILMTHICKNESS OF THE FINISHING LAYER SHALL NOT BE LESS THAN 3 MILS WITH A LOCAL MINIMUM NOT LESS THAN 2 MILS. THE ZINC COATING SYSTEM SHALL CONFORM TO ISO 8179-1.3.0 DUCTILE-IRON MECHANICAL JOINT COMPACT FITTINGS FOR WATER SERVICE3.1. FITTINGS SHALL BE DUCTILE IRON CLASS 350 AND SHALL CONFORM TO ALL THE REQUIREMENTS OF AWWA C153. FITTINGS SHALL HAVE PROTECTIVE ASPHALTIC SEALCOAT AND CEMENT-MORTAR LINING IN ACCORDANCE WITH AWWA C104.3.2. ACCESSORIES (GLANDS, BOLTS AND RUBBER GASKETS) ARE TO CONFORM TO AWWA C111.4.0 DUCTILE IRON PIPE ACCESSORIES4.1. RETAINER GLANDSA. SHALL BE UNI-FLANGE SERIES 1400 AS MANUFACTURED BY FORD OR AN APPROVED EQUAL.B. RETAINER GLANDS SHALL BE WEDGE ACTION TYPE WITH GLAND BODY OF HIGH STRENGTH DUCTILE IRON PER ASTM A536, GRADE 65-45-12. GLAND SHALL BE COMPATIBLE WITH ALL MECHANICAL JOINTS CONFORMING TO AWWA C111.C. DUCTILE IRON WEDGE ACTUATING SCREW HEADS SHALL BE OF BREAK-AWAY TYPE WHEN DESIGN TORQUE IS ATTAINED. WEDGES SHALL BE DUCTILE IRON, HEAT TREATED AND HARDENED TO 370 BHN MINIMUM.D. RETAINER GLANDS SHALL BE PROVIDED WITH ALL ACCESSORIES, MECHANICAL JOINT GASKET, T-BOLTS AND NUTS.4.2. MECHANICAL JOINT BOLT & GASKET PACKSA. SHALL BE PART NUMBER SS-140-070-135 (4”), SS-160-070-135 (6”), OR SS-180-070-140 (8”) AS MANUFACTURED BY NAPAC, INC., WORCESTER, MA, OR EQUAL. “T” BOLTS AND NUTS SHALL BE CORTEN. PARTS SHALL BE SUITABLE FOR AWWA C110 & C153 MECHANICAL JOINTS.4.3. BOLT-THRU MECHANICAL JOINT RESTRAINTSA. SHALL BE THE INFACT CORPORATION FOSTER ADAPTOR, OR EQUAL. THE DEVICE SHALL BE USED WITH STANDARD MECHANICAL JOINT FITTINGS (AWWA C110 OR C153) AND VALVES. THE DEVICE SHALL COME COMPLETE WITH ALL ACCESSORIES, INCLUDING STANDARD STYRENEBUTADIENE RUBBER (SBR) MJ GASKETS AND WEATHERING STEEL (CORTEN) BOLTS. NUTS FOR 3 THROUGH 12-INCH SIZES SHALL BE SAE GRADE 5 STEEL WITH BLACK OXIDE COATING. NUTS FOR 14-INCH AND LARGER ADAPTORS SHALL BE HEAVY HEX CORTEN STEEL. SIZES 3-12-INCHSHALL BE SUPPLIED WITH AN NSF 61 ASPHALTIC SEAL COATING IN ACCORDANCE WITH AWWA C104. SIZES 14-36-INCH SHALL BE SUPPLIED WITH NSF 61, 7-MIL. FUSION BONDED EPOXY CONFORMING TO AWWA C116.4.4. TAPPING SLEEVESA. TAPPING SLEEVES SHALL BE THE FAST STYLE SLEEVES AS MANUFACTURED BY FORD METER BOX COMPANY OR APPROVED EQUAL. SLEEVES SHALL BE CONSTRUCTED OF TYPE 304 STAINLESS STEEL WITH ASTM A36 CARBON STEEL FLANGE. FLANGE SHALL CONFORM TO AWWA C207CLASS D ANSI 150# DRILLING. STUDS, NUTS, AND WASHERS SHALL BE TYPE 304 STAINLESS STEEL. OUTLET GASKET SHALL BE GRIDDED VIRGIN BUNA-N COMPOUNDED FOR WATER SERVICE. FULL GASKET SHALL BE GRIDDED VIRGIN SBR COMPOUNDED FOR WATER SERVICE.4.5. WIDE-RANGE REPAIR COUPLINGA. COUPLING SHALL BE THE HYMAX2 COUPLING AS MANUFACTURED BY KRAUSZ. END RINGS SHALL BE CONSTRUCTED OF ASTM A283/A283M GRADE C STEEL. CENTER RING SHALL BE CONSTRUCTED OF ASTM A53 GRADE A STEEL. EPDM GASKETS COMPOUNDED FOR WATERSERVICE MEETING NSF 61. BRIDGE, SPACERS, NUTS, AND BOLTS SHALL BE CONSTRUCTED OF AISI 304 STAINLESS STEEL. COUPLING SHALL BE COATED WITH FUSION BONDED EPOXY WITH MINIMUM 14 MIL THICKNESS.4.6. 360-DEGREE REPAIR CLAMPA. SHALL BE THE FORD F2-STYLE DOUBLE SECTION REPAIR CLAMP AS MANUFACTURED BY FORD METER BOX COMPANY OR APPROVED EQUAL. BAND SHALL BE CONSTRUCTED OF TYPE 304 STAINLESS STEEL WITH GRIDDED VIRGIN STYRENE BUTADIENE RUBBER (SBR) COMPOUNDEDFOR WATER SERVICE PER ASTM D2000. LOW ALLOY BOLTS AND NUTS PER ASTM A242 AND AWWA C111. LUGS CONSTRUCTED OF DUCTILE IRON ASTM A536.5.0 HYDRANTS5.1. HYDRANTS SHALL BE GUARDIAN AS MANUFACTURED BY KENNEDY, MODEL #K-81-D, OR APPROVED EQUAL.5.2. HYDRANTS SHALL HAVE 5’-0” BURY DEPTH UNLESS OTHERWISE SPECIFIED, A 5-1/4” VALVE OPENING, TWO 2-1/2” HOSE NOZZLES AND ONE 4-1/2” STEAMER NOZZLE. COLOR SHALL BE ORANGE.5.3. HYDRANTS SHALL BE UL LISTED AND FM APPROVED AND CONFORM TO AWWA C502.5.4. HYDRANTS SHALL BE OF THE COMPRESSION TYPE, CLOSING WITH LINE PRESSURE. HYDRANTS SHALL BE OF THE TRAFFIC MODEL BREAKAWAY TYPE. HYDRANT CAP AND STUFFING BOX SHALL BE OF A UTILIZED, ONE PIECE DESIGN CREATING A WATER TIGHT CAVITY WITHOUT THEUSE OF GASKETS. THE COMBINATION OF O-RINGS TO A CRIMPED BRASS FERRULE AROUND THE STEM SHALL SEAL THE CAVITY FROM CONTACT WITH WATER. AN ALEMITE FITTING SHALL BE SUPPLIED FOR PERIODIC LUBRICATION OF THE OPERATING THREADS WITH GREASE.OPERATING NUT SHALL BE OF ONE PIECE BRONZE CONSTRUCTION. A DIRT SHIELD SHALL BE PROVIDED TO PROTECT THE OPERATING MECHANISM FROM GRIT BUILDUP AND CORROSION DUE TO MOISTURE. A THRUST WASHER SHALL BE SUPPLIED BETWEEN THE OPERATING NUT ANDSTEM LOCK NUT TO FACILITATE OPERATION. NOZZLES SHALL BE OF THE TAMPER RESISTANT, 1/4 TURN TYPE WITH O-RING SEALS AND STAINLESS STEEL RETAINING SCREWS. AN O-RING SHALL BE PROVIDED TO SEAL BETWEEN THE UPPER AND LOWER BARRELS. THE MAIN VALVE SHALL BEOF SYNTHETIC RUBBER REINFORCED WITH STEEL. THE SEAT SHALL BE OF A BRONZE RING THREADED TO A BRONZE INSERT IN THE HYDRANT SHOE, WITH O-RINGS TO SEAL THE DRAINWAY AND BARREL FROM LEAKAGE OF WATER IN THE SHOE. HYDRANT DRAIN VALVE SHALLMOMENTARILY FORCE FLUSH WITH EACH OPERATION. DRAINWAY SHALL BE OF BRONZE. DRAIN VALVE FACING SHALL BE OF SYNTHETIC RUBBER WITH A STAINLESS STEEL RETAINING PIN.5.5. HYDRANT ACCESSORIESA. HYDRANT EXTENSION KIT SHALL BE THE MODEL #K-8150 AS MANUFACTURED BY KENNEDY, OR APPROVED EQUAL.B. HYDRANT TEES SHALL BE ANCHOR TYPE WITH ROTATING SPLIT ANCHOR GLAND. HYDRANT ANCHOR PIPE SHALL BE CLASS 52 DUCTILE IRON MECHANICAL JOINT PIPE WITH ROTATING FOLLOWER GLAND ON EACH END.6.0 VALVES6.1. GATE VALVESA. GATE VALVES SHALL BE THE KENSEAL II R/W VALVE WITH SMJ ENDS. VALVES SHALL OPEN LEFT.1. #8571 REGULAR VALVES2. #8950 TAPPING VALVES3. #8576 CUT-IN VALVESB. VALVES SHALL CONFORM TO THE LATEST REVISION OF AWWA C509, BE UL LISTED AND FM APPROVED FOR SERVICE TO 250 PSI, COLD WATER, NON-SHOCK WATER WORKS SERVICE AND 200 PSI FIRE PROTECTION SERVICE. FLANGES DRILLED TO ANSI B-16.1 (125#). ALL INTERNALPARTS SHALL BE ACCESSIBLE WITHOUT REMOVING THE BODY FROM THE LINE. THE WEDGE SHALL BE OF CAST IRON COMPLETELY ENCAPSULATED WITH RESILIENT MATERIAL. THE RESILIENT SEALING MATERIAL SHALL BE PERMANENTLY BONDED TO THE CAST IRON WEDGE WITH A RUBBERTEARING BOND TO MEET ASTM D 429. NRS STEMS SHALL BE CAST BRONZE WITH INTERNAL COLLARS IN COMPLIANCE WITH AWWA. OS&Y STEMS SHALL BE BRONZE. THERE SHALL BE TWO "O" RING SEALS ABOVE THE THRUST COLLAR AND ONE "O" RING BELOW THE THRUST COLLAR. THETWO "O" RINGS ABOVE THE THRUST COLLAR SHALL BE FIELD REPLACEABLE WITHOUT REMOVING THE VALVE FROM SERVICE. THE THIRD "O" RING BELOW FACILITATES SUCH FIELD REPLACEMENT. THERE SHALL BE LOW FRICTION THRUST BEARINGS ABOVE AND BELOW THE STEM COLLAR.THE STEM NUT SHALL BE INDEPENDENT OF THE WEDGE AND OF SOLID BRONZE. THE WATERWAY IN THE SEAT AREA SHALL BE SMOOTH, UNOBSTRUCTED AND FREE OF CAVITIES. STUFFING BOX SHALL BE ATTACHED TO THE BONNET AND BONNET TO THE BODY WITH BOLTS AND NUTS.BLIND BOLTS THREADED DIRECTLY INTO THE BODY OR BONNET WILL NOT BE ACCEPTABLE. THE BODY AND BONNET SHALL BE COATED INTERIOR AND EXTERIOR WITH FUSION BONDED THERMOSETTING PLASTIC. EACH VALVE SHALL BE HYDROSTATICALLY TESTED AT 500 PSI.7.0 VALVE BOXES7.1. STREET VALVE BOXES (5 ¼”)A. SHALL BE THE 3-PIECE SCREW-TYPE VALVE BOX AS MANUFACTURED BY BINGHAM & TAYLOR, FIGURE 4906, OR APPROVED EQUAL.1. #6 (11”) ROUND BASE2. 5 ¼” DROP IN LID LABELED “WATER”3. #55 (15”) SHORT TOP SECTION4. #56 (26”) LONG TOP SECTION5. #58 (18”) SHORT MIDDLE SECTION6. #59 (24”) LONG MIDDLE SECTION7.2. ROADWAY BOXES (4 ¼”)A. SHALL BE THE 2-PIECE SCREW-TYPE VALVE BOX AS MANUFACTURED BY BINGHAM & TAYLOR, FIGURE 4903, OR APPROVED EQUAL.1. #144-R BOX WITH STANDARD BELL2. COVER LABELED “WATER”3. #49 (18”) EXTENSION SECTION7.3. WATER SERVICE CURB BOX (2-1/2”)A. SHALL BE AS MANUFACTURED BY BINGHAM & TAYLOR FIGURE 4901, OR APPROVED EQUAL. INDIVIDUAL COMPONENTS ARE AS FOLLOWS:1. SIZE 94-E (54”)2. SIZE 94-F (66”)3. FIGURE 4901-B TOP LABELED “WATER”8.0 RESIDENTIAL WATER SERVICE COMPONENTS8.1. COPPER TUBING FOR WATER SERVICE PIPE SHALL CONFORM TO THE SPECIFICATIONS OF ASTM B88 FOR TYPE K COPPER. COPPER TUBING SHALL BE SUPPLIED IN 60-FOOT ROLLS FOR ¾” AND 1” DIAMETER AND 40-FOOT ROLLS FOR 2” DIAMETER.8.2. CORPORATION VALVES SHALL BE AS MANUFACTURED BY FORD (#F1000-3 -Q-NL), OR APPROVED EQUAL. GROUND KEY CORPORATION STOP WITH AWWA/CC X QUICK JOINT FOR CTS TUBING (INLET X OUTLET).8.3. CURB VALVES SHALL BE THE BALL VALVE TYPE AS MANUFACTURED BY FORD (#B44-344-Q-NL), OR APPROVED EQUAL. QUICK JOINT FOR CTS TUBING (INLET AND OUTLET).9.0 SDR 35 PVC SANITARY SEWER PIPE AND FITTINGS9.1. PIPE SHALL MEET THE REQUIREMENTS OF THE LATEST ASTM STANDARD F679. THE PIPE SHALL CONFORM TO THE REQUIREMENTS OF CSA B-182.2. INTEGRAL GASKETEDBELL ENDS SHALL BE PROVIDED ON THE PIPE, THE PIPE JOINT MUST MEET THE REQUIREMENTS OF ASTM D3212. THE NORMAL PIPE LENGTH WILL BE 14’+/-1” LAYING LENGTH9.2. SDR-35 PVC FITTINGS: SHALL CONFORM TO ASTM D3034, GASKETS TO CONFORM TO ASTM F477.
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 ITHACASITECAYUG
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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 CONSTRUCTIONDETAILSC 20421NTSFILTER STONE TYPE 14" PERFORATED UNDERDRAIN1'-0"4"4"4"N.T.S.DRAIN PAVEMENT SUB-BASE12" MIN & DEPTH VARIES TOPAVEMENT AREAUNDERDRAIN DETAILCONSTRUCTION SPECIFICATIONS3'5:1PLAN VIEWPROFILEEXISTINGGROUNDFILTERCLOTHEXISTINGPAVEMENTMOUNTABLE BERM(OPTIONAL)EXISTINGPAVEMENT10'MIN.10'MIN.12'MIN.50'MIN.6"MIN.EXISTINGGROUND50'MIN.12'MIN.N.T.S.1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOTMINIMUM LENGTH WOULD APPLY).3. THICKNESS - NOT LESS THAN SIX (6) INCHES.4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHEREINGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTIONENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLEBERM WITH 5:1 SLOPES WILL BE PERMITTED.7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENTTRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED,DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICHDRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAINSTABILIZED COSNTRUCTION ENTRANCECONSTRUCTION SPECIFICATIONSSILT FENCEWOVEN WIRE FENCE(MIN. 14 1/2 GAUGEW/ MAX. 6" MESHSPACING)36" MIN. LENGTH FENCEPOSTS DRIVEN MIN. 16"INTO GROUND.HEIGHT OF FILTER= 16" MIN.6" MIN.5' MAX. C. TO C.5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES "BULGES" DEVELOP IN THE SILT FENCE. MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.UNDISTURBED GROUNDEMBED FILTER CLOTHA MIN. OF 6" IN GROUND.4"16"MIN.WOVEN WIRE FENCE (MIN. 14 1/2GAUGE W/ MAX. 6" MESHSPACING) WITH FILTER CLOTH36" MIN. FENCE POSTFLOWCOMPACTED SOIL20"MIN.PERSPECTIVE VIEWSECTION VIEWN.T.S.FLOW
FLOW
SEE PLAN A2'AN.T.S.4'SEE PLAN2'5'SECTION "A-A"PLAN VIEWRIP-RAP DETAILSEE TABLE ON SA-09 FORMANHOLE SIZESLOPE ½"/FT. (TYP.)AASHAPED INVERT RADIUSNOT LESS THAN ½ MHINSIDE DIAMETERNEW SANITARY SEWERSEE SANITARY MANHOLE FOR REMAINDERPLAN VIEWSECTION A-AMANHOLE STEPSFLOWMIN. 6" FOUNDATIONBEDDINGCOMPACTED NO. 1CRUSHER RUN STONENOTES:1. CONTRACTOR TO BUILD NEWMANHOLE EQUAL DISTANCEBETWEEN EXISTING PIPE JOINTSON EXISTING SANITARYSEWER.2. REINFORCEMENT TO BEDETERMINED BY DESIGNCALCULATIONS ANDSUBMITTED TO TOWNENGINEERING DEPARTMENTFOR REVIEW. USE NO. 5 BARS,12" O.C. EACH WAY MINIMUM.3. EXISTING SANITARY SEWERSHALL BE TELEVISED BEFOREAND AFTER CONSTRUCTION OFNEW SANITARY MANHOLE.1' MIN., 3' MAXP.V.C. STUB (TYP.)PORTION OF EXISTING SANITARYSEWER TO BE CUT, REMOVED ANDPLUGGED TO FACILITATE PLACEMENTOF NEW STANDARD 5' DIA. BASESECTION.STANDARD SANITARY SEWERFLANGED MANHOLE BASE4000 P.S.I. CONCRETEBRICK SEWER INVERT (ASTM C-32)SAW CUT EXISTING PIPEAND REMOVEPROPOSEDPVC STUBEXISTINGSANITARY SEWERMECHANICAL ORNON-SHEAR TYPE,WATERTIGHT COUPLINGSPROPOSED PVC STUBMECHANICAL OR NON-SHEARTYPE, WATERTIGHT COUPLINGSEXISTING SANITARYSEWERPRE CAST CONCRETEMANHOLE BASENEW MANHOLE CONSTRUCT OVER EXISTING SEWER90° MAX.(SEE NOTE 4)12" MIN. (TYP.)5"12" MIN.(TYP.)PLASTIC M & A INDUSTRIES MANHOLE STEPSGROOVED THREAD SURFACE.UNDISTURBED EARTH MINIMUM 6" CRUSHED STONE FOROR ROCKLEVELING PRECAST CONCRETE BASEPRECAST CONCRETE BASE9" IN EARTH (MIN.)OR 6" IN ROCK (MIN.)SUPER "0" RING JOINTA.S.T.M. C 47812" TYP.7"SPRING LINE OF PIPESLOPE 1/2" PER FT. (TYP.)BENCH WALLSCOAT INSIDE AND OUTSIDE SURFACESWITH TWO COATS OF COAL TARCOATING A.S.T.M. D-450 TYPE BPROVIDE 4" KNOCK OUTFOR WEEP PIPE5"RETICULINE TYPE NO. 9CAST IRON FRAME AND COVER. COVER TO BE VENTEDAND HAVE "STORM" CAST INTO TOP. ALL TOP SLABS& CASTING SHALL BE HS-20 LOADING CAPABLEMAXIMUM THREE COURSESCONCRETE RISER SECTIONSTARPRECAST SPACERSSQUARE24"OPENINGFILL ALL AROUND WITHCONCRETE EXCEPT IN PAVEMENT & COAT WITHWITH DROP FRONT DESIGN AND MORTAR TOP SLAB24" MAX.8"FINISHED GRADESTANDARD STORM MANHOLE DETAILN.T.S.FINISH GRADESEE PLANANCHOR BOLT FLOW6"4"3"24"UNDISTURBED EARTHFILL SUMP WITH CONCRETE1/4"/FTFLOWSTANDARD CATCH BASIN DETAILCOMPACTED ITEM 605.10AROUND PIPE AND TO 3"ABOVE TOP OF PIPE,REMAINDER OF THE TRENCHTO BOTTOM OF ROAD BASETO BE FILLED WITH RUN-OF-BANK GRAVELCOMPACTED IN 6" LIFTS1. ALL CONCRETE TO BE 3500 psi CLASS A N.Y.S.D.O.T. ITEM601.052. ALL CONCRETE IN CONTACT WITH ASPHALT PAVEMENTSHALL BE COVERED WITH A TACK COAT IN ACCORDANCEWITH N.Y.S.D.O.T. SECTION 407.COATED WITH 2 COATSOF BITUMINOUS TARPROPOSED 4" PVCUNDERDRAIN INPAVEMENT AREAS24"x24" OR 36" X 36" P.C.CONCRETE INLET BOXPRECAST6" COMPACTED No.2 STONE IF PRECASTBASE USED# 4 BARS 12" OCBOTH WAYSGRATE TO BE NYSDOTRETICULINE TYPE 9. (24"X24")OR TYPE 6 OR EQUAL(36"x36")N.T.S.UNPAVEDPAVEDBACKFILL WITH R.O.B.GRAVEL IN 12" LIFTSTOPSOILAS REQ'D.SEE "TYPICAL PAVEMENT SECTION"AND NO. 2 CRUSHED STONEPIPEO.D.8"6"
MIN.O.D.PIPE8"MIN.MIN.UNIFORM MIXTURE OF NO. 1CONTRACTORS OPTIONSLOPED EXCAVATION ATBACKFILLCOMMONSTORM PIPESTORM TRENCHPROVIDE SHEETING AS NECESSARY TOMEET OSHA STANDARDS &REQUIREMENTS.NOTE:1. FOR ALL SEEDING & STABILIZATION MEASURES IT IS THE RESPONSIBILITY OF THE OWNER & DEVELOPER TO ENSURE THAT FINAL STABILIZATION OCCURS AS REQUIRED BY THE NYSDEC.2. SAND, GRAVEL AND UNDERDRAIN SHALL NOT BE PLACED IN BIORETENTION AREA UNTIL SITE HAS REACHED 50% STABILIZATION.SILT FENCE TO BE PROVIDE AROUND ENTIRE BIO RETENTION AREAAT ALL TIMES.24" X 24" CATCH BASINFRONT VIEWN.T.S.SECTION VIEWFILL SUMP WITH 3500 PSICONCRETEPROPOSEDHDPE OUTLET PIPETOP OF BERM24" X 24" CATCH BASIN24"x24" GRATE24"x24" GRATEELEV. = 0.5' ABOVE TOPSOILBIO-RETENTION OUTLET CONTROL STRUCTURE4" UNDERDRAINCONNECTIONINV. = RIM LESS 3.83'4" UNDERDRAINCONNECTIONSEE PLANOUTLET PIPESEE PLANCONSTRUCTION SPECIFICATIONSFILTER FABRICDROP INLET PROTECTIONN.T.S.1' MIN.BURIED FABRICDROP INLETWITH GATE2"X4" WOOD FRAME1.5' MAX.3' MIN.GATHER EXCESS AT CORNERSFRAMEFABRICSTAKE1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERMAPPLICATIONS. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEYWILL BE OVERLAPPED TO THE NEXT STAKE.3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. METAL WITH AMINIMUM LENGTH OF 3 FEET.4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHESDEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHINDTHE FILTER FABRIC FOR SUPPORT.5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALLBE SECURELY FASTENED TO THE STAKES AND FRAME.6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVERFLOW STABILITY.MAXIMUM DRAINAGE AREA 1 ACRE4' MIN.18" MINTREE CANOPY DRIP LINE NOTE: THE BARRIER SHALL BELOCATED AT THE DRIP LINE OFTHE CANOPY OF THE TREE AND AMIN. OF 2' FROM THE TRUNK OFTHE TREE TO BE PROTECTED, ANDSHALL BE ROUND AND CENTEREDON THE TREE.NOTE: ACCESS FOR WATERINGSHALL BE LOCATED AWAY FROMCONSTRUCTIONELEVATION VIEWEXISTING GRADE4' HEIGHT ORANGEPLASTIC FENCESECURELY WIRED TOPOSTS6' LONG, HEAVY STEELFENCE POSTS DRIVE 18"MIN INTO THE GROUNDAT 6' INTERVALS MIN.TREE CANOPY DRIP LINETREE PROTECTION DETAILN.T.S.STORMEROSION CONTROL & DEMOBIORETENTION AREA DETAILN.T.S.WATER QUALITYPROFILE VIEWUNDERDRAINOUTFLOWPIPEOUTLETSTRUCTUREFILTER FABRIC6" PERFORATED PIPE IN8" GRAVEL JACKET2.5-4' PLANTING SOIL2"-3" MULCH6" PONDINGSECTION VIEWUNDERDRAINWATER QUALITYOUTLETBERMUNDERDRAIN COLLECTION SYSTEMOUTLET CONTROL STRUCTUREPLAN VIEW18"STONE DIAPHRAGM DETAILN.T.S.SEE PAVEMENTDETAILSTONE SUBBASESUBGRADE6" PONDING HEIGHTSEE BIORETENTIONDETAILSECTIONVIEWCONSTRUCTION SPECIFICATIONSCATCH BASINSEDIMENT TRAP ST-III1. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE.4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER2. THE VOLUME OF SEDIMENT STORAGE SHALL BE 1800 CUBIC FEET PER ACRE3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS OF CONTRIBUTORY DRAINAGE. MADE AS NEEDED. THE CONSTRUCTED DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.MAXIMUM DRAINAGE AREA: 3 ACRES6. ALL CUT SLOPES SHALL BE 1:1 OR FLATTER. THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED.5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHENCROSS SECTION1' MIN.1:1 ORFLATTERFLOWYARD DRAINAS REQUIRED1:1 ORFLATTERFLOWFLOWFLOW
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 ITHACASITECAYUG
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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 ITHACASITECAYUG
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'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 INcDateByDescriptionProposed SubdivisionCarpenter Business ParkSUB-11 of 11" = 40'Sheet No.Project No.DateDrawing No.Drafted byProject ManagerPrincipal-in-ChargeScale:242 West Main Street, Suite 100(585) 325-1000Passero AssociatesRochester, NY 14614Fax: (585) 325-1691Manhole ElectricCatchbasinManhole (Unkown Type)LightpoleHydrantGas ValveWater ValveSign Post (Single)Water ServiceManhole Storm DrainageCleanout Manhole Sanitary SewerUtility Pole with LightUtility PoleUtility Pole Anchor WireManhole Inlet Storm DrainageLEGENDPark Grove Realty, LLC46 Prince StreetRochester, New York 14607City of Ithaca, County Of Tompkins,State of New YorkThird Street atNew York State Route 13(585) - 481 - 6091ArchitecturePASSERO ASSOCIATESEngineeringwww.passero.comONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL INKEDOR EMBOSSED SEAL AND INKED SIGNATURE SHALL BE CONSIDERED A TRUE AND VALIDCOPY.CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON(S) FOR WHOMTHE SURVEY WAS PREPARED, AND ON THEIR BEHALF TO THE AGENCIES LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENTOWNERS.TSAN MHPMCITY OF ITHACATax Account No.079.140-0001-040.11PROJECTSITEJANUARY-202120172440.0003A.J.S.R.A.V.D.J.S.1. 09.01.20 A.S. LAND SWAP OMITTED2. 10.26.20 M.N. UPDATE LOTS 1 AND 23. 01.15.21 T.H. UPDATE PER PROPOSED LANDSWAP4. 01.27.21 A.S. UPDATED LOTS 1 AND 25. 02.22.21 A.S. UPDATED LOTS 1 AND 2Received by DiMarco 02/23/21