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Home My WebLink About17_G2.0_Overall Grading PlanPROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98F.F.E.= 831.98F.F.E.= 831.98F.F.E.= 834.65FH1FH2FH4FH3GTBM#2 = 834.95TBM#4 = 810.78HAR R O W G A T E A D D I T I O N P.B . 2 , P G . 2 0 3 - 2 0 5HARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 52LOT 53LOT 54LOT 55LOT 56LOT 57LOT 58LOT 59LOT 60LOT 61PARCEL 7PARCEL 8GST-401ST-305ST-302ST-102ST-201ST-303ST-301ST-105ST-202ST-402ST-103ST-405ST-404ST-104ST-304ST-406BMPST-203BMPST-306ST-501ST-204ST-403ST-502ST-500 INST-500 OUT2222222211111111111111111UNDERGROUND DETENTIONBOTTOM OF CHAMBER = 812.00TOP OF CHAMBER = 819.0010 YEAR ELEVATION = 815.3210 YEAR RELEASE RATE = 1.36 CFS10 YEAR STORAGE VOLUME = 0.084 AC/FT100 YEAR ELEVATION = 818.22100 YEAR RELEASE RATE = 1.88 CFS100 YEAR STORAGE VOLUME = 0.168 AC/FT2SAN-2ST-101MEGMEGMEGMEGSAN-3SAN-18 2 2 . 5 0 BENCHMARKS:4012004080G2.0OVERALL GRADING PLANCOPYRIGHT 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: PMR1ADDENDUM #101/25/20222ADDENDUM #202/01/2022INLETS, 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 ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITHTHE 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 SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION 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.REFER TO PLAN SHEETS G2.1 AND G2.2 FOR PROPOSED SPOT GRADEELEVATIONS.10.ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE ANDSHALL REMAIN PRIVATE.11.CONSTRUCTION LIMITS FOR THIS PROJECT DO NOT FALL WITHIN ANYFLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS.GENERAL NOTESGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONPROPOSED SURFACE DRAINAGE FLOW ARROWFLOOD ROUTING PATHAPPROXIMATE LIMITS OF CONSTRUCTIONMEGTCBCTCBC750.65100 YEAR INLET CASTING CAPACITY ELEVATION TABLESTRUCTURENUMBER100 YEAR ELEVATION(INLET 50% CLOGGED)204R-3010NEENAH INLETCASTING TYPE823.19TOP OF CASTINGELEVATION823.38301*302*303*304*305*403825.08825.58828.09828.25825.68825.71823.67824.17831.63831.84822.48822.98R-3010R-3010R-3010R-3010R-3472R-3010100 YEAR ELEVATION(INLET 100% CLOGGED)823.69825.58828.59826.18824.17832.13822.98* BYPASS INLET NO PONDING WILL OCCUR FLOOD ROUTING KEYNOTES1.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE NORTH SIDE OF THE PROJECT WHEN 100YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A NORTHERLY AND NORTHEASTERLY DIRECTIONOVER PROPOSED AND EXISTING INLETS THEN CONTINUES IN A NORTHERLY NORTHWESTERLYDIRECTION TO STADIUM DRIVE THEN CONTINUES NORTHERLY TO EXISTING INLETS LOCATED ONTHE NORTH SIDE OF THE BRIDGE OVER COOL CREEK.2.FLOOD ROUTING PATH FOR THE IMPROVEMENTS ON THE EAST SIDE OF THE PROJECT WHEN 100YEAR FLOOD IS EXCEEDED. PATH TRAVELS FROM THE EAST SIDE DRIVE AND THEN TRAVELS IN ANORTHERLY DIRECTION OVER MULTIPLE EXISTING CURB INLETS LOCATED ON THE EAST SIDE OFTHE DRIVE. EVENTUALLY GRADE LEVELS OUT ON THE EAST DRIVE NEAR THE NORTHEAST CORNEROF THE HIGH SCHOOL BUILDING AND IF PONDING DEPTH EXCEEDS SIX INCHES FLOOD ROUTINGPATH WILL OVERTOP CURB AND TRAVEL EAST TO A EXISTING SWALE AND THEN TRAVEL NORTH INTHE SWALE TO COOL CREEK.3TAC REVIEW COMMENTS03/15/2022WEST AND NORTHMLAG = 806.32, MFPG = 805.32PAVEMENT GRADES AT COOL CREEK BRIDGE = 804.32EAST AND SOUTHMLAG = 824.50, MFPG = 823.50HIGHEST GRADE ALONG EAST DRIVE CURB = 822.50