HomeMy WebLinkAbout16_G1.7_Site Plan Murray FieldTBM#4 = 810.78FH1FH25.0'9 SPA. @ 9'-0" = 81.0'9.0'9.0'9.0'EDGE OF EXISTINGASPHALT PAVEMENTEXISTING TRENCH DRAIN 6 TYP. 1 TYP. 1 TYP.9 SPA. @ 9'-0" = 81.0' 1 TYP. 1 TYP.53429.0'TYP20.0'
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.1EXISTINGSPEED BUMP5.0'3.0'10.0'3.0'10.0'3.0'9171783.0'G1.7SITE PLANMURRAY FIELD PARKING LOTCOPYRIGHT 2021 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 220014.00CARMEL HIGHSCHOOLNATATORIUMADDITION ANDRENOVATIONSCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 12.17.2021CONSTRUCTION DOCUMENTSDRAWN BY: HHW317.848.0966350 E NEW YORK ST #300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTATAC SUBMITTAL11/17/202119700317No.PROJECT MANAGER: PMRINLETS, 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! 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.5.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BETHE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINERELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULTIN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THEDEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY.EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHINONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6.REFER TO SITE DETAILS ON SHEETS G4.1 AND G4.2.7.COORDINATE PARKING LOT LAYOUT WITH PROPOSEDBLEACHER LAYOUT.GENERAL NOTESPROPOSED SITE LEGENDEXISTING BUILDINGCONCRETE PAVEMENT / WALKASPHALT PAVEMENTLANDSCAPE OR LAWN / TURF AREA206002040SITE KEYNOTES4" SOLID WHITE PAVEMENT MARKING4" SOLID BLUE PAVEMENT MARKING4" SOLID BLUE PAVEMENT MARKING @ 3'-0" O.C. @ 45°ADA PARKING SYMBOL (BLUE)4" SOLID WHITE PAVEMENT MARKING @ 3'-0" O.C. @ 45°PRECAST PARKING BUMPER, SEE DETAIL ON SHEET G4.14' TALL BLACK VINYL CHAIN LINK FENCENEW BLEACHER (NOT IN CONTRACT)CROSSWALK SIGN AHEAD, PER MUTCD STANDARDSCROSSWALK STRIPING, THERMOPLASTICCONCRETE SIDEWALK, SEE DETAIL ON SHEET G4.1PROVIDE DOWELS BETWEEN PROPOSED AND EXISTING CONCRETESIDEWALKPROVIDE DOWELS BETWEEN PROPOSED CONCRETE SIDEWALK ANDEXISTING CONCRETE CURB6" CONCRETE CURB, SEE DETAIL ON SHEET G4.1CONCRETE SIDEWALK CONTROL JOINT, SEE DETAIL ON SHEET G4.1CONCRETE SIDEWALK EXPANSION JOINT, SEE DETAIL ON SHEET G4.1CROSSWALK SIGN, PER MUTCD STANDARDS1234567891011121314151617