HomeMy WebLinkAboutC010.02_GD1.3.DPTBM#1 = 856.00E MAIN STREETLOT 48CONSTRUCTION LIMITS (TYP.)SFSFSFSF1112992223342933443455566677810111111111112131312121414141414141414151515141416181819191917731924726247726257181818282824246447627272727143281826262818262626292724252425233074324616331311614CONSTRUCTION LIMITS (TYP.)CONSTRUCTION LIMITS (TYP.)206002040INLETS, 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.GENERAL NOTESCARMEL 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 COMMENTS04/19/2021BDEMOLITION LEGENDAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALAPPROXIMATE LIMITS OF CONCRETE WALK REMOVAL APPROXIMATE LIMITS OF CONCRETE CURB REMOVAL APPROXIMATE LIMITS OF UTILITY OR SEWER LINE REMOVALAPPROXIMATE LIMITS OF CONCRETE PAVEMENT REMOVAL APPROXIMATE LIMITS OF TREE PROTECTION FENCING DEMOLITION KEYNOTES1.REMOVE ASPHALT PAVEMENT FULL DEPTH2.REMOVE CONCRETE SIDEWALK (REMOVE TO NEAREST JOINT)3.REMOVE CONCRETE CURB AND GUTTER (REMOVE TO NEAREST JOINT)4.REMOVE CONCRETE CURB5.REMOVE CONCRETE PAVEMENT6.PAVEMENT SAWCUT LINE7.SIDEWALK SAWCUT LINE8.REMOVE TRASH ENCLOSURE WALLS AND SUPPORTS. SALVAGE SWING GATES ANDPOST FOR LATER USE.9.REMOVE BRICK PAVERS AND RELATED BASE10.REMOVE ALL BOLLARDS AND RELATED FOUNDATION WITHIN TRASH ENCLOSURE.11.REMOVE LIGHT POLE FOUNDATION AND RELATED CONDUITS / WIRING.12.REMOVE 24" RCP STORM SEWER. COORDINATE REMOVAL LIMITS WITH PROPOSEDSTORM SEWER INSTALLATION. SEE SHEET SU1.313.REMOVE 12" RCP STORM SEWER. COORDINATE REMOVAL LIMITS WITH PROPOSEDSEWER SEWER INSTALLATION. SEE SHEET SU1.314.REMOVE EXISTING TREE15.PROTECT EXISTING TREE16.PROTECT EXISTING CANOPY AND RELATED SUPPORTS. SHORE FOUNDATIONS ASREQUIRED.17.REMOVE CONCRETE STOOP18.REMOVE CONCRETE RAMPS19.REMOVE PARKING SIGN AND RELATED FOUNDATION20.REMOVE ABANDONED 4" PIPE UNDER NEW PROJECT AREA21.PROTECT EXISTING 6" STORM LINE DURING CONSTRUCTION22.CONTRACTOR TO FIELD VERIFY EXISTING PIPE LOCATION, MATERIAL ANDCONDITION PRIOR TO CONSTRUCTION.23.PROTECT EXISTING 4" FDC LINE AND 8" FIRE PROTECTION LATERAL DURINGCONSTRUCTION.24.REMOVE PORTION OF 4" DUCTILE IRON PIPE FDC LINE. SEE SHEET SU1.3 FORRELOCATED LINE.25.REMOVE PORTION OF 8" DUCTILE IRON PIPE FIRE PROTECTION LINE. SEE SHEETSU1.3 FOR RELOCATED LINE.26.PROTECT EXISTING CONCRETE WALK AND OR CURB & GUTTER TO REMAIN INPLACE.27.REMOVE AND REPLACE EXISTING 8" STORM PIPE (PER RECORD DRAWINGS).COORDINATE REMOVAL LIMITS WITH SHEET P2.0528.REMOVE ADA TACTILE WARNING PLATES (± 4'x 8')29.TREE PROTECTION FENCING30.REMOVE EXISTING ABANDONED WATER LINE WITHIN LIMITS OF NEWCONSTRUCTION.31.PROTECT EXISTING CURB INLET TO REMAIN IN PLACE. CONNECT EXISTING 12" RCPTO NEW MANHOLE, SEE UTILITY PLAN SHEET SU1.3GD1.3SITE DEMOLITION PLANMATCH LINE (SEE SHEET G1.4)EROSION CONTROL LEGENDSF