HomeMy WebLinkAboutC210 - Grading Plan - G2.1DNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGSTORAGEC101ATV CLASSROOMC141OFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101H-C152FDCFDCFDC FDC FDC FDCNEW BUILDING ADDITION16,000 SFFFE = 852.88DWDW UNDERGROUND DETENTION SYSTEMTOTAL CONTRIBUTING AREA = 1.36 ACRESBOTTOM OF CHAMBERS = 841.00TOP OF CHAMBERS = 844.7510 YEAR ELEVATION = 842.4010 YEAR RELEASE RATE = 4.13 CFS10 YEAR STORAGE VOLUME = 0.063 AC/FT100 YEAR ELEVATION = 844.72100 YEAR RELEASE RATE = 6.36 CFS100 YEAR STORAGE VOLUME = 0.127 AC/FT206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.INLETS, 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! G2.1GRADING PLANGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBTOP OF RIMFINISH FLOOR ELEVATIONEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCTORTCBC750.65FFE1.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.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.5.FLOOD ROUTING PATH FROM PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY 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.8.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.GENERAL NOTESEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING STORM LINEEXISTING SANITARY LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED STORM LINEPROPOSED SANITARY LINEPROPOSED MANHOLE (STORM / SANITARY)PROPOSED STORM INLETPROPOSED / RELOCATED GAS LINE1TAC REVIEW9-19-20231.SEE SHEET G5.2 FOR ADDITIONAL GRADING INFORMATION.. KEYNOTES2ADDENDUM 210-04-202313TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTION4PR-011-5-20242-1-2024PR-05, TAC RESPONSE5ENLARGED PLAN1" = 10'55