HomeMy WebLinkAbout19_G2.2_Grading Plan SouthLOT 52LOT 53LOT 54LOT 55LOT 56PARCEL 7PROPOSED NATATORIUMBUILDING ADDITIONF.F.E.= 831.98F.F.E.= 831.98F.F.E.= 834.65FH1FH4GG831.96831.96828.55TC 825.79BC 825.29TC 824.29BC 823.79TC 824.77BC 824.27TC 824.08BC 823.58TC 823.00BC 822.50TC 824.19BC 823.69TC 824.56BC 824.06825.88826.00831.78833.25831.86831.98834.65834.52831.79MEG 832.62EXISTING STEPS AND RAMP TOREMAIN IN PLACETC 831.98BC 831.48MEG 832.30MEG 832.44MEG 832.43825.00834.65834.52834.63834.63834.63834.52834.35833.45834.35833.45833.41832.00832.44832.40832.44831.98832.62832.51834.52832.18834.22TC 830.92BC 830.42828.29831.78TC 828.73BC 828.23TC 829.19BC 828.69829.28828.62828.39TC 827.80BC 827.30827.88828.04828.81828.12824.86832.72833.34834.65833.00831.85832.85831.81828.55831.83ST-401RIM. = 832.72'ST-305RIM. = 831.63'ST-102RIM. = 827.92'ST-201RIM. = 825.75'ST-202RIM. = 824.34'ST-103RIM. = 823.85'RIM. = 823.72'ST-203 BMPRIM. = 823.45'ST-204RIM. = 823.19'833.34834.22832.09831.95MEG 832.42825.07826.00826.00MEG 829.16MEG 829.68MEG 829.66MEG 830.18MEG 830.27TC 828.53BC 828.53TC 828.30BC 828.30TC 827.47BC 826.97TC 825.31BC 824.81TC 827.45BC 827.45TC 827.60BC 827.60TW 833.50TW 833.50TW 832.00TW 832.00827.94828.96TC 823.58BC 823.08TC 822.50BC 822.00TC 823.69BC 823.19TC 824.06BC 823.56824.17823.09MEG 832.04MEG 831.99ST-101RIM. = 833.87'834.44MATCHLINE - SHEET G2.1MATCHLINE - SHEET G2.2828.74831.23828.81828.74830.80828.10827.76EAST AND SOUTHMLAG = 824.50, MFPG = 823.50HIGHEST GRADE ALONG EAST DRIVE CURB = 822.50BENCHMARKS:206002040G2.2GRADING PLAN - SOUTHCOPYRIGHT 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 THEAREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.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 RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR 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.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER ORGAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TOMEET PROPOSED FINISH GRADE.10.ALL STORM SEWERS ASSOCIATED WITH THIS PROJECT ARE PRIVATE ANDSHALL 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 ELEVATIONAPPROXIMATE LIMITS OF CONSTRUCTIONMEGTCBCTCBC750.65TW GRADING KEYNOTES1.FINISHED GRADE ELEVATIONS IN MILLED ASPHALT SURFACE AREA SHALLMATCH EXISTING GRADES.2.THE PROPOSED GRADES OF THE REPLACED CURB ALONG THE EAST SIDE OFTHE PROJECT ARE CLOSE TO EXISTING GRADES. THE CONTRACTOR SHALLMINIMIZE THE EARTH DISTURBANCE EAST OF THE CURB REPLACEMENT.3TAC REVIEW COMMENTS03/15/2022