HomeMy WebLinkAboutC010 - Overall Demolition Plan - GD1.0TPTP
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14182212INLETS, 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! 4012004080DEMOLITION LEGEND DEMOLITION KEYNOTES1.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY SCHNEIDER GEOMATICS DATED 09/05/2023. THEENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUNDUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHERIN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.REPORT ANY DISCREPANCIES TO THE ENGINEER.4. SEE SHEET GD1.1 FOR ADDITIONAL SITE DEMOLITION INFORMATION.5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BEPRIVATE OWNED.6.FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOTWHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLYDIRECTION TO EXISTING INLETS LOCATED ON THE WEST SIDE OF HAZELDELL PARKWAY. THESE INLETS FLOW TO FREEMONT RANDALL DRAIN(VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELY DISCHARGING TOTHE WHITE RIVER.7.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.8.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITHPROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINESREQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSEDRIGHT-OF-WAY LINE.9.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIREDTO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THERIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTIONTO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.10.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ONTHE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACEANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR ASREQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENT WIDENING,AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TOIMPROVE OR REPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILLBE BORNE BY THE DEVELOPER.11.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAYSHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENTOF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TOREVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFFNOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING ANDPROPOSED 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.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.GD1.0OVERALL SITE DEMOLITION PLAN 2.SAWCUT EXISTING PAVEMENT3.REMOVE 12" DIA. STORM SEWER LINES 5.MODIFY EXISTING OUTFALL CONTROL STRUCTURE OUTLET PIPE, SEESITE UTILITY PLAN SU1.1 AND DETAIL J/SU2.211.REMOVE MONOLITHIC CURB AND SIDEWALK12.REMOVE ASPHALT PAVEMENT13.PROTECT EXISTING TREE TO REMAIN14.REMOVE EXISTING TREE AS REQUIRED TO INSTALL STORM PIPING18.MILL ASPHALT SURFACE 1 1/2"27.REMOVE BIKE RACK28.REMOVE EXISTING 5' WIDE CONCRETE SIDEWALK AND BASE TOPROPOSED SIDEWALK SUBGRADE ELEVATIONS29.SAWCUST SIDEWALK AT PROPERTY LINE30.REMOVE CONCRETE ADA CURB RAMPS AND CURB AS REQUIRED TOINSTALL NEW ADA CURB RAMPS31.REMOVE TOPSOIL TO NEW SIDEWALK SUBGRADE ELEVATIONS ASREQUIRED FOR LAYOUT. PROTECT EXISTING CURB.32.SEE MAINTENANCE OF TRAFFIC PLAN FOR SIDEWALK AND LANECLOSURE INFORMATIONAPPROXIMATE LIMITS OF CONCRETE REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP
APPROXIMATE LIMITS OF UTILITY LINE REMOVALAPPROXIMATE LIMITS OF ASPHALT MILLINGSEE ENLARGEMENT B/GD1.1SEE ENLARGEMENT A/GD1.1EXISTING BUILDING*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.HAZEL DELL PARKWAYSOUTH PLAYGROUNDNORTHWESTPLAYGROUNDSOUTHWESTPLAYGROUNDMECHANICAL
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CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSTAC REVIEW12-15-20231TAC COMMENT RESPONSE3-5-20242SEE ENLARGEMENT A/G1.2PROPERTY LINE (RIGHT-OF-WAY)TAC COMMENT RESPONSE35-14-2024CONSTRUCTION LIMITSTAC COMMENT RESPONSE46-5-2024TREE PROTECTION - PER DETAIL F/L1.2TAC COMMENT RESPONSE56-17-2024