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Home My WebLink AboutC130 - Site Layout Plan - G1.3782.66782.66782.78782.78782.50782.00782.43781.93782.42781.92TC 782.25 MEGBC 781.75 MEGTC 781.82 MEGBC 781.82 MEG782.43781.93TC 782.21 MEGBC 781.71 MEGTC 781.73 MEGBC 781.73 MEGTC 781.76 MEGBC 781.76 MEG782.31781.81782.07782.07781.93781.93780.68780.68TC 780.42 MEGBC 779.92 MEG780.55780.55780.49779.99780.44779.94TC 779.92 MEGBC 779.92 MEGTC 780.47 MEGBC 779.97 MEGTC 780.28 MEGBC 779.78 MEGTC 779.79 MEGBC 779.79 MEGTC 779.79 MEGBC 779.79 MEG780.47779.97780.84780.34780.98780.48780.34779.84780.17780.17780.02780.02780.40780.40780.55780.55TC 780.52 MEGBC 780.02 MEGTC 779.96 MEGBC 779.96 MEGTC 779.94 MEGBC 779.94 MEGTC 780.08 MEGBC 779.58 MEGTC 779.37 MEGBC 779.37 MEG779.58779.58779.60MEG 779.49779.43779.43779.50779.50779.65779.65MEG 779.44INLETS, 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! 412048LEGENDCOPYRIGHT 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.G1.3ENLARGEDSITE LAYOUT PLANSASPHALT PATHCONCRETE SIDEWALK/PAVEMENT1.SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYSCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANYOTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.\4.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.5.FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEARFLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETSLOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY. THESE INLETS FLOW TOFREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELYDISCHARGING TO THE WHITE RIVER.6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.7.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.8.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OFCONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.9.REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHT POLE IMPROVEMENTS.10.ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THEFRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVEBEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES ASNECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENTWIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE ORREPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.11.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORMTO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTORSHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTIONREQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FORCERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENTAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESLAWN*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.ADA RAMP - ENLARGEMENT 11" = 4'31ADA RAMP - ENLARGEMENT 21" = 4'ADA RAMP - ENLARGEMENT 3ADA RAMP - ENLARGEMENT 41" = 4'ADA RAMP - ENLARGEMENT 51" = 4'ADA RAMP - ENLARGEMENT 61" = 4'SITE KEYNOTESCONCRETE CONNECTION - PER DETAIL F/G4.11 1/2" ASPHALT SURFACE OVERLAY - PER DETAIL F/G4.24" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONSCONCRETE CURB - PER DETAIL H/G4.1SEEDED DISTURBED LAWN - SEE LANDSCAPE PLANCONCRETE TO ASPHALT CONNECTION - PER DETAIL G/G4.1CURB TO CURB CONNECTION - PER DETAIL K/G4.110' WIDE MULTI-USE ASPHALT PATH ADJACENT TO CURB -PER DETAIL F/G4.310' WIDE MULTI-USE ASPHALT PATH WITH GRASS STRIP - PER DETAIL G/4.3CONCRETE ADA RAMP - PER DETAILS AND ENLARGED PLANS ON SHEET G4.4PROVIDE CONCRETE TRANSITION CURB AND GUTTER - PER DETAIL H/G4.3BETWEEN NEW ADA RAMPS AND EXISTING CURB AND GUTTERRELOCATE SIGN 3' TO THE WEST FROM NEW SIDEWALKFULL DEPTH HMA PAVEMENT - PER CITY OF CARMEL STANDARD DRAWING10-9 SEE SHEET G1.0 FOR EXTENTS OF PAVINGCONCRETE ROLL CURB AND GUTTER PER CITY OF CARMEL STANDARDDRAWING 10-15. SEE SHEET G1.0 FOR EXTENTS OF NEW CURB.STOP BAR - 24" WIDE PAINTED, THERMOPLASTIC (WHITE) LENGTH = 2'SHORTER THAN LANE WIDTH2' WIDE TACTILE WARNING PLATES PER SECTION 1/G4.1438081828341311" = 4'3131313131313131313131434343434343434343808080808079798282828282828282838181818181812241414141414118181818181818181818185.00'10.00'10.00'9.00'6.00'10.00'21.7'7.50'7.00'6.31'5.00'10.00'10.00'10.00'PROPERTY LINE PROPERTY LINE RIGHT OF WAY RIGHT OF WAY 10.00'18187.00'18182.50'4.18'8544485864382868544868787R55' (MATCH EXIST.)R50' (MATCH EXIST.)6.00'135°TAC COMMENT RESPONSE16-17-2024388EXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONTCBC750.6588444444448788888787888188388413R0.75'R2.00'R1.00'R2.00'R1.0'R2.0'R2.0 'R1.0'R1.00'R2.0 ' R 1 . 0 'R1.0'3.84'333333333131