HomeMy WebLinkAboutC310 - Pre-Developed Erosion Control Plan - G3.1NEW BUILDING ADDITION16,000 SFFFE = 852.88WWWWWWWWWWWWWWWW WW
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888888206002040COPYRIGHT 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! G3.1PRE-DEVELOPED EROSIONCONTROL PLANEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING EROSION CONTROL KEYNOTES1.SILT FENCE - SEE DETAIL B/G3.42.INLET SEDIMENT PROTECTION - SEE DETAIL E/G3.43.CONSTRUCTION ENTRANCE DRIVE - SEE DETAIL F/G3.44.SWPPP INFORMATION BOARD - SEE DETAIL G/G3.45.CONSTRUCTION LIMITS6.DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEANAND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OFVEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTOROADS OR OTHER PAVED AREAS.7.WEIGHTED WATTLE (GATOR GUARD OR APPROVED EQUAL)8.PROTECT TREES TO REMAIN - PER DETAIL F/L2.0CONTACT:JACOB BOWERCONTACT ADDRESS:3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203CONTACT PHONE:317-788-5142EMAIL:JBOWER@SKILLMAN.COMEROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATIONFLOOD INFORMATION:THE SITE LIES IN ZONE "X" (AREA OF 500 YEAR FLOOD; AREAS OF100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOTOR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ANDAREA PROTECTED BY LEVEES FROM 100 YEAR FLOOD) OF FIRMCOMMUNITY PANEL NO. 18057C0226G, DATED NOVEMBER 19, 2014.EROSION 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 WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIESIN THE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION ANDDEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE 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 EROSION CONTROL DETAILS ON SHEET G3.48.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BEPRIVATE OWNED.9.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.10.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.11.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.12.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 NOTESEROSION CONTROL LEGENDSEDIMENT BAG INLET PROTECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONSILT FENCESFWEIGHTED WATTLEWWSTONE CONSTRUCTION ENTRANCECONSTRUCTION FENCEEXISTING DRAINAGE FLOW DIRECTION1TAC REVIEW9-19-2023222TAC COMMENT RESPONSE11-16-20232TPTPTPTP
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