HomeMy WebLinkAboutC010.08_G3.3.GP_EP1FIRE LANE NO PAR
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G FFE: 851.55851.20TC 851.41BC 850.91851.50851.53851.55851.55TC 851.42BC 850.92BC 850.65TC 850.65851.40851.45851.45851.35851.32851.37851.00851.00BC 850.80BC 850.80TC 851.20TC 851.20MEG 850.21TC 850.80BC 850.30TC 851.20BC 850.70850.76850.91851.40TC 850.70BC 850.70851.07MEG 850.64MEG 850.66MEG 850.67MEG 850.67MEG 851.40MEG 851.41MEG 851.29MEG 851.28BC 850.29MEG 850.99BC 850.14TC 850.14BC 850.13TC 850.13TC 850.74BC 850.24BC 850.30MEG 850.85MEG 850.92MEG 850.8010.00'12.00'12.00'5.00'R2.50
'5.00'6.33'6.33'9.50'10.00'MEG 850.229.00'MEG 849.82BC 850.12BC 849.53MEG 849.20MEG 849.162255256686668FIRE LANE NO PARKING552455588745546678TC 851.30BC 850.80851.43TC 851.29BC 850.79851.50TC 851.43BC 850.93TC 851.35BC 850.85851.43TC 851.35BC 850.85TC 851.43BC 850.96TC 851.43BC 850.93BC 850.79TC 850.79TC 851.17BC 850.67TC 851.15BC 850.65TC 851.28BC 850.78BC 851.43TC 851.43BC 851.43TC 851.43TC 851.23BC 850.73850.52MEG 850.01TC 851.08BC 850.58TC 851.11BC 850.61TC 851.16BC 850.66TC 851.14BC 850.64TC 851.08BC 851.08TC 850.93BC 850.43BC 850.55TC 850.55MEG 850.51MEG 850.40MEG 850.99MEG 851.07TC 850.98BC 850.48BC 851.06TC 851.06TC 851.16BC 850.66TC 851.42BC 850.92BC 851.43TC 851.43MEG 851.37BC 851.01TC 851.37MEG 851.43BC 850.87TC 850.87BC 850.57TC 850.576.00'5.00'6.50'6.00'5.00'5.50'6.00'131111122BC 850.85TC 850.855.00'8850.69850.676661415146.50'10145.15'6.37'14MAIN STREET10SANSANSAN6553799184564851010TC 851.90BC 851.40TC 851.85BC 851.35BC 851.79TC 851.795.00'6.00'6.00'13.00'7.00'BC 853.35TC 853.35BC 852.86TC 852.86BC 852.70TC 853.20BC 852.40TC 852.80BC 853.43BC 852.98BC 852.73BC 852.30TC 852.75TC 852.73TC 852.98TC 853.81BC 853.80TC 853.54BC 853.04TC 853.33BC 852.83TC 853.80TC 852.75BC 852.75TC 851.54BC 851.04851.6416.00'5.00'MEG 852.62MEG 852.68MEG 851.23851.25 ±TC 851.75 ±BC 851.35 ±TC 851.85 ±851.35 ±69525.50'6.00'25TC MEGBC MEGMEGBC MEGBC MEG69TC 851.81BC 851.31BC 851.26TC 851.26TC 851.70BC 851.201111111112125.00'5.00'MAIN STREET78165.00'891616171515141417166.50'6.
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'13851.96852.01BC 851.46BC 851.51TC 852.06BC 851.56TC 851.90BC 851.40G3.3GRADING PLAN ENLARGEMENTSCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220114.00CARMEL HIGHSCHOOLPERFORMINGARTS ADDITIONANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 03/08/2021DRAWN BY: HHW317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTCONSTRUCTION DOCUMENTS19700317No.ENLARGEMENT 1ENLARGEMENT 2INLETS, 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! 104001020LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONMEGTCBCEP750.651.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES 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 OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED 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.SEE TOPOGRAPHIC SURVEY AND GRADING PLAN SHEET G2.3FOR BENCHMARK INFORMATION.GENERAL NOTES KEYNOTES1.NEW TYPE "A" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.22.NEW TYPE "B" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.23.NEW TYPE "C" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.24.NEW TYPE "D" CONCRETE ADA RAMP, PER DETAIL ON SHEET G5.25.6" WIDE CONCRETE CURB INTEGRAL WITH SIDEWALK ALONG RAMP.SEE TYPE "D" ADA RAMP ON SHEET G5.26.PROVIDE 1/2" DIA. EPOXY COATED DOWELS x 1'-4" LONG @ 12" O.C.BETWEEN NEW AND EXISTING CONCRETE.7.2' WIDE DETECTABLE WARNING SURFACE PLATES PER ADASTANDARDS AND PER INDOT DETAIL ON SHEET G5.28.5" THICK CONCRETE SIDEWALK AT 1.5% MAX. CROSS SLOPE9.PROVIDE 1/2" DIA. EPOXY COATED DOWELS x 1'-0" LONG BETWEENNEW AND EXISTING CURBS. PROVIDE 1/2" EXPANSION JOINTMATERIAL WITH SEALANT.10.NEW 4" THICK CONCRETE SIDEWALK11.NEW 8" WIDE WHITE SOLID THERMOPLASTIC PAVEMENT MARKING(WITH SHARK GRIP ANTI-SLIP ADDITIVE).12.NEW 18" WIDE WHITE SOLID THERMOPLASTIC PAVEMENT MARKING(WITH SHARK GRIP ANTI-SLIP ADDITIVE) SPACED AT 30" O.C.13.RELOCATED SIGN14.CONCRETE CONTROL JOINT. CONTROL JOINTS ARE EQUALLYSPACED @ 6' MAX. (TYPICAL)15.CONCRETE EXPANSION JOINT16.NEW 24" WIDE CONCRETE CURB AND GUTTER17.ASPHALT PATCH AT NEW CONCRETE GUTTERENLARGEMENT 3ENLARGEMENT 3