HomeMy WebLinkAboutC113 Grading & Erosion Control Plan383384385
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
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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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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
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