HomeMy WebLinkAbout18_G2.1_GP-Grading Plan NorthTBM#4 = 810.78PROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98F.F.E.= 831.98FH1FH2FH3TC 824.19BC 823.69TC 824.56BC 824.06TC 825.21BC 824.71TC 824.27BC 823.77825.30831.84824.34824.07823.95823.90822.83MEG 822.02831.79831.98828.06830.09822.78821.83MEG 820.53MEG 820.60MEG 828.16MEG 832.62EXISTING STEPS AND RAMPTO REMAIN IN PLACETC 823.85BC 823.35TC 831.71BC 831.21TC 831.98BC 831.48TC 829.44BC 828.94MEG 832.30MEG 832.44MEG 832.43TC 825.82BC 825.32TC 824.43BC 823.93MEG 822.34MEG 822.10MEG 820.83823.88823.50823.89824.01824.22MEG 829.78TC 829.48BC 828.98826.00825.77824.54831.84824.34826.00825.00TC 830.10BC 829.60TC 830.57BC 830.07TC 830.92BC 830.42TC 828.75BC 828.25TC 827.84BC 827.34829.04831.82831.98831.82828.38828.14831.84826.00TC 826.33BC 825.83TC 823.61BC 823.11824.36ST-305RIM. = 831.63'ST-302RIM. = 828.09'ST-303RIM. = 825.64'ST-301RIM. = 825.08'ST-402RIM. = 824.31'ST-105RIM. = 824.26'ST-202RIM. = 824.34'ST-405 BMPRIM. = 823.67'ST-406RIM. = 823.51'ST-104RIM. = 823.72'ST-304RIM. = 823.67'ST-404RIM. = 823.36'ST-203 BMPRIM. = 823.45'ST-306RIM. = 823.53'ST-204ST-501RIM. = 823.21'ST-403RIM. = 822.48'ST-502RIM. = 818.88'ST-500 INRIM. = 824.56'ST-500 OUTRIM. = 823.51'MEG 832.42TC 829.17BC 828.67MEG 828.46STORMTRAPUNDERGROUNDDETENTION SYSTEM825.07826.00826.00826.00TC 823.69BC 823.19TC 824.06BC 823.56TC 824.71BC 824.21TC 823.68BC 823.18824.65TC 822.79BC 822.29TC 823.84BC 823.34TC 823.96BC 823.46824.07TC 824.36BC 823.86TC 824.11BC 823.61824.47831.96831.92831.98831.98831.92826.00TC 823.40BC 823.40TC 823.45BC 823.45823.44823.49823.94TC 822.69BC 822.69TC 822.78BC 822.78823.25822.74823.17TC 823.58BC 823.08TC 823.34BC 822.84TC 822.98BC 822.48TC 823.39BC 822.89TC 823.77BC 823.27823.07TC 822.16BC 821.66TC 823.35BC 822.85TC 823.66BC 823.16TC 823.32BC 822.82823.44MEG 820.18MEG 821.76TC 822.60BC 822.10TC 821.66BC 821.16TC 821.86BC 821.36TC 821.61BC 821.11TC 822.17BC 821.67TC 821.00BC 820.50TC 821.89BC 821.39TC 822.64BC 822.14MEG 821.10MEG 820.62822.79825.87827.75827.59827.09828.01827.71827.27TC 827.95BC 827.95TC 827.65BC 827.65TC 828.33BC 828.33TC 828.28BC 828.28MEG 830.66MEG 832.04826.49827.17828.40826.20TC 826.27BC 825.77TC 830.15BC 829.65TC 831.42BC 830.92TC 830.47BC 829.97TC 829.67BC 829.17TC 829.21BC 828.71TC 829.16BC 828.66MEG 831.99MEG 819.49MEG 818.92MEG 818.33MEG 818.00MEG 817.32111222MATCHLINE - SHEET G2.1MATCHLINE - SHEET G2.2BENCHMARKS:206002040G2.1GRADING PLAN - NORTHCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220014.00CARMEL HIGHSCHOOLNATATORIUMADDITION ANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.17.2021CONSTRUCTION DOCUMENTSDRAWN BY: HHW317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTATAC SUBMITTAL11/17/202119700317No.PROJECT MANAGER: PMRINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKESNO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHERSITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUTAN APPROVED STORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEDEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.7.REFER TO UTILITY DETAILS ON SHEETS SU2.1, SU2.2 AND SU2.38.REFER TO STORM STRUCTURE TABLE ON SHEET SU2.39.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS,HYDRANTS, WATER OR GAS VALVES AND UTILITY PEDESTALSSHALL BE ADJUSTED AS REQUIRED TO MEET PROPOSEDFINISH GRADE.10.ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT AREPRIVATE AND SHALL REMAIN PRIVATE.GENERAL NOTESGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBTOP OF WALLEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCTCBC750.65TW GRADING KEYNOTES1.FINISHED GRADE ELEVATIONS IN MILLED ASPHALT SURFACEAREA SHALL MATCH EXISTING GRADES.2.THE PROPOSED GRADES OF THE REPLACED CURB ALONG THEEAST SIDE OF THE PROJECT ARE CLOSE TO EXISTING GRADES.THE CONTRACTOR SHALL MINIMIZE THE EARTH DISTURBANCEEAST OF THE CURB REPLACEMENT.