HomeMy WebLinkAboutC010.5_GD1.05-SITE UTILITY DEMOLITION PLAN-South EntranceGRAND BLVD34SFSFSFSFSFINLETS, 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: 220128.00/2020-367CARMEL CLAY SCHOOLSPROJECT ISSUE DATE: 01.13.2021DRAWN BY: ARSREV.NO.DESCRIPTIONDATECONSTRUCTION DOCUMENTSWWW.FHAI.COMARCHITECT317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204COPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.CARMEL MIDDLESCHOOL SITE300 S Guilford RdCARMEL, IN 46032IMPROVEMENTSPROJECT : 220128.00PROJECT MANAGER: BNH309003060NORTH PARKINGSITE UTILITY DEMOLITION PLANGD1.05SOUTH ENTRANCE1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND DRAWINGS SV-1AND SV-2 FOR EXISTING LEGEND.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 STORMWATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE OWNER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEOWNER'S 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 SHALL BERESTORED/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.7.EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BEINSTALLED PRIOR TO DEMOLITION.8.SEE EROSION CONTROL PLAN ON DRAWINGS G2.03-G2.05.9.SEE EROSION CONTROL DETAILS ON DRAWING G2.07.10.SEE SITE DEMOLTION PLAN ON DRAWINGS GD1.0-GD1.02 FORALL OTHER SITE DEMOLITION ITEMS, INCLUDING BUT NOTLIMITED TO, TREE PROTECTION.11.DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKSCLEAN AND WORK AREAS IN AN ORDERLY CONDITION. CLEANWHEELS OF VEHICLES BEFORE LEAVING THE SITE TO AVOIDTRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVEDAREAS.GENERAL NOTES DEMOLITION/EROSION CONTROL KEYNOTES1.ADJUST CASTING PER GRADING/UTILITY PLAN2.CONNECT TO EXISTING STORM SEWER PER GRADING/UTILITY PLAN3.REMOVE STORM SEWER STRUCTURE4.REMOVE STORM SEWER PIPE5.EXISTING ASPHALT DRIVE CONSTRUCTION ENTRANCEDEMOLITION LEGENDAPPROXIMATE LIMITS OF STORM SEWER REMOVALSILT FENCESEDIMENT BAG INLET PROTECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONENTRANCE