HomeMy WebLinkAboutC510 - Enlarged Site Plan - G5.1WALK-INC124C1111161214111111311111115730303051920171931201SITE KEYNOTESCONCRETE PAVEMENT - SEE DETAIL D/G4.1LAWN AREA - SEE LANDSCAPE PLAN L1.0CONCRETE CURB - SEE DETAIL H/G4.1DOUBLE SWING GATE (TWO 10'-0" GATES) WITH CITY SCAPES - TOUGHGATE (PVC157PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED CONCRETE PAVEMENT/SIDEWALKPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTUREPROPOSED LAWN AREA11COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.INLETS, 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! G5.1ENLARGED SITE PLAN121.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC - CIVIL & ENVIRONMENTALCONSULTANTS, INC DATED MAY 19, 2023. THE ENGINEER MAKESNO GUARANTEES 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.SEE SHEET G1.2 FOR STRIPING AND SIGNAGE PLAN.5.SEE SHEET G1.3 FOR CONCRETE JOINTING PLAN.GENERAL NOTESDOUBLE SWING GATE (2 - 6'-0" GATES) WITH CITY SCAPES - TOUGHGATE (PVC135' WIDE SWING GATE WITH CITY SCAPES - TOUGHGATE (PVC VERTICAL PLANK148' HT. CITY SCAPES COVRIT SCREENWALL ENCLOSURE WITH VERTICAL PLANKS AND STANDARD STIFFENER, FENCE PANELS AND POSTS, DOUBLE SWING GATEINFILL SERIES - MADISON STYLE) 8'-0" HEIGHT WITH WEATHERPROOF PANIC16PROPOSED ASPHALT PAVEMENTTRASH DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANS & DWG 10/S3.01 PROVIDE TWO 19STEEL BOLLARD - PER DETAIL Q/G4.1 20CONCRETE EQUIPMENT PAD (12' X 20') WITH ABOVE GROUND TANK - SEE DETAIL M/G4.1 (REFER TO MEP PLANS FOR SIZE AND LOCATION)SWING GATES, CITY SCAPES - TOUGHGATE (PVC VERTICAL PLANK INFILL SERIES- MADISON STYLE) VERTICAL PLANK INFILL SERIES - MADISON STYLE) 8'-0" HEIGHTVERTICAL PLANK INFILL SERIES - MADISON STYLE) 8'-0" HEIGHTHARDWARE MOUNTED TO DOOR EXISTING BUILDINGNEW BUILDING ADDITION16,000 SF412048ENLARGED SITE PLAN A1/4" = 1'-0"ENLARGED SITE PLAN B1/4" = 1'-0"TAPER CURB FROM 6" TO 1"27R2.0000'15.4'36.5'4.0'12.0'5.0'5.0'4.9'135
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'136°1TAC REVIEW9-19-20232ADDENDUM 210-04-2023EXISTING FENCE TO REMAIN30EXISTING CURB/WALL TO REMAIN3116.0'1'-2"1'-2"4'-2"4'-2"13.0'5.0'R3
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5.5'APPROXIMATE LIMITS OF CONSTRUCTION3TAC COMMENT RESPONSE11-16-2023