HomeMy WebLinkAboutC220 - Emergency Flood Routing Plan - G2.2MEG 780.56780.41MEG 780.01ST-100RIM = 781.40ST-101RIM = 780.33ST-103RIM = ???ST-102RIM = ???ST-104RIM = ???162 LF OF 14" DIP @ 1.00%ST-200RIM = 781.4040' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNO779.65779.65779.65MEGMEGMEGMEGMEGMEGMEGMEGST-202RIM = 781.40ST-201RIM = 781.40EXISTING EAST DRY DETENTION BASINTOTAL CONTRIBUTING AREA = 3.65 ACRESBOTTOM OF DRY BASIN = 771.822 YEAR ELEVATION = 776.802 YEAR RELEASE RATE = 7.02 CFS2 YEAR STORAGE VOLUME = 0.040 AC/FT10 YEAR ELEVATION = 777.3910 YEAR RELEASE RATE = 8.29 CFS10 YEAR STORAGE VOLUME = 0.121 AC/FT100 YEAR ELEVATION = 778.19100 YEAR RELEASE RATE = 9.10 CFS100 YEAR STORAGE VOLUME = 0.369 AC/FTOVERTOPPINGELEV.= 779.85OVERTOPPINGELEV.= 780.45100 YEARELEV.= 781.94206002040COPYRIGHT 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.NEW BUILDING ADDITIONFFE = 782.001.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 PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY 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.6.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. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES.7.SEE STORM STRUCTURE TABLE ON SHEET SU1.2 FOR PIPE SIZES, MATERIALAND INVERTS OF STORM SEWER.8.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.9.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 NOTESGRADING PLAN LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITION100% CLOGGED INLET GRATE PONDINGEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINEEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCEPTCBC750.65FLEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLESEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATIONSOUTH PLAYGROUNDMECHANICALCOURTYARDTAC REVIEW12-15-20231TAC COMMENT RESPONSE2CONSTRUCTION LIMITSNEW BUILDING ADDITIONFFE = 779.67MLAG = 780.50MFPG = 781.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSTEMPORARY CLASSROOMS DURINGRENOVATION OF MAIN BUILDING -SEE ENLARGEMENT G1.2MLAG = 781.40MFPG = 782.403-5-2024G2.2EMERGENCY FLOODROUTING PLANTAC COMMENT RESPONSE35-14-2024