HomeMy WebLinkAboutC200 - Grading Plans - G2.040' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNO
1MEG 780.56780.41MEG 780.01ST-100RIM = 781.40ST-104RIM = 776.42162 LF OF 14" DIP @ 1.00%ST-200RIM = 781.40779.65779.65779.65MEGMEGMEGMEGMEGMEGMEGMEG11ST-202RIM = 781.40ST-201RIM = 781.40ST-103RIM = 778.45ST-101RIM = 780.33ST-102RIM = 778.35EXISTING 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/FT10'6'3222310'10'6'TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
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781.92782.07781.92782.07782.19782.34782.02782.17781.72781.87781.54781.69781.29781.44781.03781.18780.78780.93780.66780.81780.64780.79780.54780.69780.54780.69780.34780.49780.40780.58779.49779.66779.47779.60779.44779.49TC 781.36 MEGBC 780.86 MEGTC 781.68 MEGBC 781.18 MEGINLETS, 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! 206002040COPYRIGHT 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.G2.0OVERALLGRADING PLAN GRADING KEYNOTES1.WOOD BOLLARD - PER DETAIL L/G4.2 & G1.0 OVERALL SITE LAYOUTPLAN2.PROVIDE A 1.50% CROSS-SLOPE FROM WEST (HIGH) TO EAST(LOW) ACROSS NEW MULTI-USE PATH. TOP OF NEW PAVEMENTADJACENT TO EXISTING CURB SHALL BE 1/2" HIGHER THAN CURB -SEE DETAIL F/G43.3.PROVIDE A 1.50% CROSS-SLOPE FROM WEST (HIGH) TO EAST(LOW) ACROSS NEW MULTI-USE PATH. TOP OF NEW PAVEMENTEAST EDGE SHALL BE +2" HIGHER THAN EXISTING TOP OF CURB -SEE DETAIL G/G4.3.NEW BUILDING ADDITIONFFE = 782.00SEE ENLARGEMENTC/G2.1SEE ENLARGEMENT A/G2.1SEE ENLARGEMENT B/G2.11.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,EITHER IN 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.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY 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 POLELINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.6.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGEDTO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THESTART OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITIONOF THE RIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURBPOLICIES.7.SEE STORM STRUCTURE TABLE ON SHEET SU1.2 FOR PIPE SIZES,MATERIAL AND INVERTS OF STORM SEWER.8.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES ANDBRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT AREINDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TOIMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGESAS NECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATETHE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, ANDANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THEROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAIANGESTRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.9.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACTTHE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OFTHE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENTAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSEDRIGHT-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 PLAYGROUNDMECHANICALCOURTYARD1111MEGTAC REVIEW12-15-20231TAC COMMENT RESPONSE3CONSTRUCTION LIMITSNEW BUILDING ADDITIONFFE = 779.67MLAG = 780.50MFPG = 781.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSTEMPORARY CLASSROOMS DURINGRENOVATION OF MAIN BUILDING -SEE ENLARGEMENT G1.2MLAG = 781.40MFPG = 782.40ADDENDUM #33-7-202423-5-2024TAC COMMENT RESPONSE45-14-2024TAC COMMENT RESPONSE56-5-20243G4.42G4.4TPTPTP
TREE PROTECTIONMATCH LINE "A"MATCH LINE "A"TAC COMMENT RESPONSE66-17-2024