HomeMy WebLinkAboutC010.09_G4.3.EC1TBM#1 = 856.00E MAIN STREETLOT 48PROPOSED BUILDING ADDITION18,240 SFT.FINISH FLOOR ELEV. = 851.55 (EAST)FINISH FLOOR ELEV. = 852.89 (WEST)FIRE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PAR
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GSANSANSANFFE: 851.55FFE: 852.89FFE: 851.55FFE: 851.55FFE: 851.55CWPTSFSFSFSFST-202ST-201ST-204ST-206ST-207ST-208ST-20911111111122222ST-203ST-205ST-202AWQ - BMP UNIT223456678888822206002040CARMEL TAC REVIEW01/13/2021A19700317No.COPYRIGHT 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 DOCUMENTSRESPONSE TAC COMMENTS04/19/2021BG4.3EROSION CONTROL PLANINLETS, 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! EROSION CONTROL LEGENDCWPTSFEROSION CONTROL NOTES1.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BYTHE INSPECTOR.2.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHERPAVED AREAS.3.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCEWITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICALSTANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANSAND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TOTHE REQUIREMENTS AS SET FORTH IN THE MANUAL.1.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.GENERAL NOTES EROSION CONTROL KEYNOTES1.SEDIMENT BAG INLET PROTECTION2.LIMITS OF CONSTRUCTION3.TEMPORARY SEEDING4.CONCRETE WASHOUT5.PORTABLE TOILETS6.SILT FENCE7.CONSTRUCTION ENTRANCE8.SEDIMENT LOG ROLL