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Home My WebLink AboutC011 - Demolition Plan - GD1.110121821219192021122223'-0"0.5'171721547711122999999998888881515151515151516TPTPTPTPT P TP 136104444441111222222221111277777181812232323234TP TPTPTPTP 77TPTPTPTP13 1313131314TPTPTPTPTPTPTP TPTPTPTP TPTPTPTPTPTPTPTPTP1414142323INLETS, 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! 104001020DEMOLITION LEGEND DEMOLITION KEYNOTES1.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY SCHNEIDER GEOMATICS DATED 09/05/2023. 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 SHEET GD1.0 FOR ADDITIONAL SITE DEMOLITION INFORMATION.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.6.FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TOEXISTING INLETS LOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY.THESE INLETS FLOW TO FREEMONT RANDALL DRAIN (VEST - KIRKENDALLDRAINAGE AREA) ULTIMATELY DISCHARGING TO THE WHITE RIVER.7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.8.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.9.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.10.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.11.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #3TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.GD1.1DEMOLITION PLAN1.REMOVE CONCRETE SIDEWALK2.SAWCUT EXISTING PAVEMENT4.REMOVE 6" DIA. STORM SEWER LINES5.REMOVE EXISTING STORM INLET AREA DRAINS6.CAP EXISTING STORM LINES7.REMOVE PLANTINGS8.REMOVE AND SALVAGE BENCHES AND TRASH CANS FOR LATER REUSE9.REMOVE LIGHT BOLLARDS AND FOUNDATIONS10.REMOVE EXISTING CONCRETE CURB11.REMOVE MONOLITHIC CURB AND SIDEWALK12.REMOVE ASPHALT PAVEMENT13.PROTECT EXISTING TREE TO REMAIN14.REMOVE EXISTING TREE AS REQUIRED TO INSTALL STORM PIPING15.REMOVE DOWNSPOUT BOOT AND ASSOCIATED PIPING, REFER TO SITEUTILITY PLAN16.REMOVE BUILDING AND FOUNDATIONS, SEE ARCHITECTURAL/STRUCTURALPLANS17.REMOVE EXISTING CHAINLINK FENCE AND GATE18.MILL ASPHALT SURFACE, SEE G1.0 OVERALL SITE PLAN FOR EXTENTS OFMILLING19.REMOVE CONCRETE PAVEMENT20.REMOVE CONCRETE DOCK AND STEPS, SEE ARCHITECTURAL/STRUCTURALPLANS FOR ADDITIONAL INFORMATION21.REMOVE TRENCHDRAIN22.RELOCATE ADA SIGN TO LOCATION SHOWN ON SITE LAYOUT PLAN23.REMOVE HANDRAILAPPROXIMATE LIMITS OF CONCRETE REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP TREE PROTECTION REQUIREDAPPROXIMATE LIMITS OF UTILITY LINE REMOVALAPPROXIMATE LIMITS OF ASPHALT MILLINGDOCK ENLARGED PLAN - AREA "B"1" = 10'FRONT ENTRANCE ENLARGED PLAN - AREA "A"1" = 10'EXISTING BUILDING*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.EXISTING BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSTAC REVIEW12-15-20231ADDENDUM #23-4-20242TAC COMMENT RESPONSE33-5-2024