HomeMy WebLinkAboutC130 - Concrete Jointing Plan - G1.1DNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGSTORAGEC101ATV CLASSROOMC141STUDIO BOFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101H-C15212111111112223332223324488888887777722233322338665556666555551566665555566699999996511010101010108116665561166111166665332613288864883233206002040NEW BUILDING ADDITION16,000 SFSITE KEYNOTESISOLATION JOINT - SEE DETAIL L/G4.1 SIDEWALK CONTROL JOINT - SEE DETAIL C/G4.1SIDEWALK EXPANSION JOINT - SEE DETAIL C/G4.1NEW SIDEWALK TO EXISTING SIDEWALK CONNECTION - SEE DETAIL F/G4.1CONCRETE PAVEMENT CONTROL JOINT - SEE DETAIL E/G4.1CONCRETE PAVEMENT EXPANSION JOINT - SEE DETAIL E/G4.1ASPHALT PAVEMENT/CONCRETE PAVEMENT INTERFACE - PER DETAIL G/4.1CONCRETE CURB CONNECTION TO EXISTING CURB - SEE DETAIL K/G4.1 1234567PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED CONCRETE PAVEMENT/SIDEWALKPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTURE8COPYRIGHT 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! G1.3CONCRETE JOINTING PLANGENERAL NOTESEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGPROPOSED ASPHALT PAVEMENTEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ9CONCRETE COLLAR - SEE DETAIL N/G4.11.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.10CONCRETE STOOP/APRON - SEE STRUCTURAL DRAWINGEJEXPANSION JOINTTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYP1TAC REVIEW9-19-20232ADDENDUM 210-04-2023EJTYPEJEJEJEJEJAPPROXIMATE LIMITS OF CONSTRUCTION3TAC COMMENT RESPONSE11-16-20234PR-011-5-2024552-1-2024PR-05, TAC RESPONSE