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SFSFSFMATCHLINE - SHEET GD1.1MATCHLINE - SHEET GD1.2206002040GD1.1DEMOLITION PLAN - NORTHCOPYRIGHT 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: PMRINLETS, 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 PROVIDED BYTHE SURVEYOR (REFER TO SHEET SV-4). THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES INTHE AREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.REMOVE ALL IRRIGATION SYSTEM COMPONENTS WITHIN THE PROPOSEDBUILDING FOOTPRINT.5.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM WATER MANAGEMENT PERMIT.6.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FORROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENTSHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.7.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.8.DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THIS PLAN. IT IS THE CONTRACTORS RESPONSIBILITY TO REMOVEOR RELOCATE ALL ITEMS WHICH INTERFERE NEW CONSTRUCTION.9.THE CONTRACTOR SHALL REMOVE AN ADDITIONAL 12" OF SOIL BELOWPROPOSED STONE BASE UNDER ALL NEW PAVEMENT.10.ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, HYDRANTS, WATER ORGAS VALVES AND UTILITY PEDESTALS SHALL BE ADJUSTED AS REQUIRED TOMEET PROPOSED FINISH GRADE.GENERAL NOTES DEMOLITION KEYNOTES1.PAVEMENT SAWCUT LINE (ASPHALT AND CONCRETE)2.REMOVE ASPHALT PAVEMENT3.REMOVE CONCRETE PAVEMENT4.REMOVE CONCRETE SIDEWALK5.REMOVE CONCRETE CURB6.REMOVE EXISTING 8' CHAIN LINK FENCE7.REMOVE SIGN8.REMOVE EXISTING IRON VEHICLE GATE AND POSTS. SALVAGE FOR PROPOSEDRELOCATION. REMOVE EXISTING FOUNDATIONS IN THEIR ENTIRETY.9.REMOVE TREE10.REMOVE SHRUBS11.REMOVE GATE POST (SALVAGE FOR LATER REUSE)12.REMOVE LIGHT POLE AND FOUNDATION13.REMOVE BUILDING CANOPY AND RELATED COLUMNS, COORDINATE WITHARCHITECTURAL PLANS14.REMOVE AND RELOCATE FIRE HYDRANT, COORDINATE NEW LOCATION WITHUTILITY PLAN (SHEET SU1.1 AND SU1.2)15.REMOVE FIRE PROTECTION LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITYPLAN (SHEET SU1.1 AND SU1.2)16.REMOVE STORM SEWER LINE, COORDINATE LIMITS OF REMOVAL WITH UTILITYPLAN (SHEET SU1.1 AND SU1.2)17.REMOVE STORM STRUCTURE (MANHOLE OR INLET)18.MILL EXISTING ASPHALT PAVEMENT 1 1/2"19.EXISTING BUILDING DEMOLITION, SEE ARCHITECTURAL PLANS20.ADJUST EXISTING SANITARY CASTING/STRUCTURE TO NEW FINISH GRADE21.PLUG AND SEAL END OF EXISTING STORM PIPE TO REMAIN IN PLACE22.REMOVE EXISTING TRENCH DRAIN AND OUTLET PIPE23.REMOVE APPROXIMATELY 60 L.F. OF EXISTING GUARDRAIL AND POSTS. SALVAGEFOR RE-INSTALLATION24.REMOVE EXISTING DUMPSTER ENCLOSURE INCLUDING GATES, MASONRY SIDEWALLS AND BOLLARDS25.REMOVE EXISTING BOLLARDA.PROTECT EXISTING CURB TO REMAIN IN PLACEB.PROTECT EXISTING LIFT STATION AND CONTROL PANEL TO REMAIN IN PLACEC.PROTECT EXISTING STORM PIPE TO REMAIN IN PLACED.PROTECT EXISTING SANITARY PIPE TO REMAIN IN PLACEE.PROTECT EXISTING SANITARY MANHOLE TO REMAIN IN PLACEF.PROTECT (SUPPORT) EXISTING ELECTRICAL LINESG.PROTECT EXISTING FIRE DEPARTMENT CONNECTION, PIV, FIRE HYDRANT ANDVALVE.H.REMOVE MODULAR BLOCK WALL TOP CAP FOR LATER REUSE.J.REMOVE MODULAR BLOCK RETAINING WALL AS REQUIRED TO INSTALL NEW MODULAR BLOCK RETAINING WALLDEMOLITION LEGENDAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALAPPROXIMATE LIMITS OF CONCRETE PAVEMENT OR WALK REMOVAL APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVALAPPROXIMATE LIMITS OF 1 1/2" ASPHALT SURFACE MILLINGAPPROXIMATE LIMITS OF BUILDING DEMOLITION(SEE ARCHITECTURAL PLANS)APPROXIMATE LIMITS OF CONSTRUCTIONEROSION CONTROL LEGENDSF