HomeMy WebLinkAboutC300 GRADING & FLOOD ROUTING PLAN131ST STREETE(A)WWWW W W W W W W
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DDDDDDDDDDDDDDDDDDDDDDDDD DDDDDDDDDDDDD D D ADJUST INLET CASTING TOPROPOSED GRADELIMITS OF 100-YEARCLOGGED INLETELEV=870.30LIMITS OF 100-YEARCLOGGED INLETELEV=870.80LIMITS OF 100-YEARCLOGGED INLETELEV=870.75ADJUST INLETCASTING TOPROPOSED GRADEPER MASTER PLAN, THIS IS THE SPILLOVER POINT IF PONDING COULD NOTREACH THE PROPOSED SITE TC=870.83PER MASTER PLAN, THE PONDINGWILL FOLLOW THIS PATH ON TOTHE PROPOSED SITE.109a b c d8
76e f g h 1098765432Part of the NW/4 of Section 26, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana1PREPARED FOR:PROJECT NO.SHEET NO.a b c d 5432e 1f h
SUBMITTAL TO CITY OF CARMEL 03.20.2024 TAS
RESUBMITTAL TO CITY OF CARMEL 05.15.2024 TAS
RESUBMITTAL TO CITY OF CARMEL 06.04.2024 TAS
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Land Surveying | Civil Engineering
Landscape Architecture06/13/2024PROJECT NO.:REVISIONS AND ISSUES DATE BY
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DATE:WSNEKnow what'sbelow.before you dig.CallRPLAN CERTIFICATE NOTE:ORIGINAL ALTA, TOPOGRAPHY, UTILITIES, STORMSEWERS AND ALL OTHER EXISTING CONDITIONS ITEMSWERE PREPARED BY SCHNEIDER CORP., JOB# 11453.001, DATED: 01/11/2019STEVEN SCOTT RUCKER P.E. 11300279APPROVAL PENDINGN
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RESUBMITTAL TO CITY OF CARMEL 06.13.2024 TAS GENERAL NOTES1.THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARDAREA AS ESTABLISHED BY THE FEDERAL EMERGENCYMANAGEMENT AGENCY - NATIONAL FLOOD INSURANCEPROGRAM, WHEN PLOTTED BY SCALE ON FLOODINSURANCE RATE MAP #18057C0206G, DATED NOVEMBER19, 2014.BENCHMARK DATAVERTICAL DATUM: NAVD 88 (GEOID 12B)SITE TEMPORARY BENCHMARKS (TBM) ORIGINDERIVED FROM TRIMBLE VRS NOW NETWORK GPSREFERENCE STATION IN_HAMCTBM 500:A 5/8 INCH DIAMETER REBAR WITH RED CAP STAMPED"SCHNEIDER RANDOM POINT" LOCATEDAPPROXIMATELY CENTER OF SUBJECT PROPERTY.ELEVATION 871.94 (NAVD 88)TBM 501:MAG.NAIL & WASHER STAMPED "SCHNEIDER RANDOMPOINT" SET IN TOP OF CURB, 34 FEET SOUTHEAST OFNORTHWEST CORNER OF THE SUBJECT PROPERTY.ELEVATION 871.51 (NAVD 88)EXISTING AREASPERVIOUS = 3.27 AC.IMPERVIOUS = 0.10 AC.PROPOSED AREASPERVIOUS = 1.38 AC.IMPERVIOUS = 1.99 AC.18" RCP OUTLETDISCHARGE SUMMARYPEAK DISCHARGE (CFS)RETURN PERIOD10 YR.100 YR.6.12ALLOWABLEACTUAL W/OFFSITE30.598.51NET SITE ACREAGE (MINUS ROW)OFF-SITE ACREAGEDETENTION VOLUME REQUIREDDETENTION VOLUME PROVIDED8.22 ACRES1.20 ACRES US 31127,200 CF221,267 (existing) CFORNAMENTAL LIGHTUTILITY POLEUTILITY POLE W/ TRANSFORMERTRANSFORMERRIGHT OF WAY LINEBOUNDARY LINEFIRE DEPT HOOKUPFIRE HYDRANTPOST INDICATOR VALVEWATER METERWATER VALVEGAS METERELECTRIC METERBOLLARDSIGNPARKING WHEEL STOPACCESSIBLE SPACECURB INLETSQUARE INLETSANITARY SEWER MANHOLEPARKING LOT LIGHT (2 HEAD)ROW RIGHT OF WAYESMTEASEMENTD.&U.E.DRAINAGE AND UTILITY EASEMENTFFE FINISH FLOOR ELEVATIONTCTOP OF CURBGUTGUTTERCMPCORRUGATED METAL PIPERCP REINFORCED CONCRETE PIPEPVC POLYVINYL CHLORIDE PIPEVCP VITRIFIED CLAY PIPEHDPE HIGH DENSITY POLYETHYLENE PIPEDIP DUCTILE IRON PIPESSDSUB SURFACE DRAIN PIPESTMSTORMSANSANITARYSTRSTRUCTURECOCLEANOUTGRADING PLAN LEGENDUTILITIESABBREVIATIONSOTHERLINE TYPESEXISTING SPOT ELEVATIONCURB & GUTTER ELEVATIONPAVEMENT SPOT ELEVATIONGROUND SPOT ELEVATIONFLOW LINEINDEX CONTOURINTERMEDIATE CONTOURSANITARY SEWER MAINEXISTING STORM SEWER MAINUNDERGROUND GASUNDERGROUND WATERAERIAL ELECTRICUNDERGROUND ELECTRICUNDERGROUND COMMUNICATIONSGGGWWE(A)E(A)EEECCCSANITARY SEWER LATERALSANSANROOF DRAINSTMSTMCARMEL REQUIREMENTS1.NO EARTH DISTURBING ACTIVITY MAY TAKE PLACEWITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT.2.DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES,LANDSCAPING MOUNDS, FENCES, LIGHT POLES OROTHER SUCH AMENITIES ARE NOT PERMITTED WITHINTHE RIGHT-0F-WAY.3.M.F.P.G. = MINIMUM FLOOD PROTECTION GRADEM.F.P.G. OF ALL STRUCTURES FRONTING A POND OROPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVEANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOODELEVATIONS, WHICHEVER IS GREATER, FOR ALLWINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS,AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. 12" ABOVE ADJACENTROADWAY.4.M.L.A.G. = LOWEST ADJACENT GRADE IS THEELEVATION OF THE LOWEST GRADE ADJACENT TO ASTRUCTURE WHEN THE SOIL MEETS THE FOUNDATIONAROUND THE OUTSIDE OF THE STRUCTURE.(INCLUDING STRUCTURAL MEMBERS SUCH ASBASEMENT WALKOUT, PATIOS, DECKS, PORCHES,SUPPORT POST, OR PIERS, AND RIM OF THE WINDOWWELL. 2-FEET ABOVE THE SPILLWAY ELEVATION OFTHE DETENTION FACILITY AND 1-FOOT ABOVE THELOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE.GRADE BREAK LINEFLOW DIRECTION AND SLOPE2 YR.NOT IN REPORTPROVIDEDFROM 20024.74EXISTING STORMSTRUCTURESEXISTING INDEX CONTOUREXISTING INTERMEDIATE CONTOURSTORM SEWER MAINW220592-C300 grad
C300GRADING & FLOOD ROUTING PLANW22.0592TAS
W22.0592
03.20.2024
SSR
SSR
COURTYARD BY MARRIOTT
13285 ILLINOIS ST., CARMEL, IN 46032 PONDING LIMITS-NOTE-ALL ONSITE STORM SEWERS WILL BE PRIVATE.