HomeMy WebLinkAboutC310.0_2020-266_P_G3.1.ECTBM#4 = 810.78HARROWGATE ADDITIONP.B
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CWPT811.50811.77813.80814.92815.84812.50812.89812.00812.54812.27812.65813.16812.77808.60808.99808.60809.38809.00813.71 MEG815.45 MEG816.47 MEG812.68 MEGTC 812.75BC 812.25TC 812.39BC 811.89TC 813.46BC 812.96TC 815.10BC 814.60TC 816.02BC 815.52TC 816.66BC 816.16TC 813.64BC 813.14TC 813.76BC 813.26TC 810.18BC 809.68TC 810.26BC 809.76TC 810.08BC 809.58TC 810.35BC 809.85TC 809.55BC 809.05TC 809.94BC 809.44TC 809.61BC 809.11TC 809.56BC 809.06809.15809.05808.98812.54812.33812.46810.47811.11810.77809.27809.58809.1811111111111118822222223812.383333333333444444567SF77777777SFSFSFEXISTING BMPPROPOSED BMP(UNDERGROUND DETENTIONWITH ISOLATOR ROW)PROPOSED BMP(AQUA-SWIRL AS-7)BMP E
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BMP EASEMENT309003060INLETS, 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! CONSULTANTPROJECT NUMBER: TLF-2020-266CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 10.14.2020DRAWN BY: HHWREV.NO.DESCRIPTIONDATETAC10/14/2020ACONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2020 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL HIGHSCHOOL520 E MAIN STREETCARMEL, IN 46032PARKING LOTADDITION19700317No.RESPONSE TO TAC COMMENTS11/25/2020BG3.1EROSION CONTROL PLANEROSION 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 ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CIVIL ENVIRONMENTAL CONSULTANTS, INC. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, 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.SEE EROSION CONTROL DETAILS ON SHEET G4.25.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.6.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.7.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 NOTES EROSION CONTROL KEYNOTES1.SEDIMENT BAG INLET PROTECTION2.LIMITS OF CONSTRUCTION3.TEMPORARY SEEDING4.EROSION CONTROL BLANKET5.CONCRETE WASHOUT6.PORTABLE TOILETS7.SILT FENCE8.CONSTRUCTION ENTRANCE