HomeMy WebLinkAboutC110 - Site 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 /RECEIVINGC100STORAGEC101ATV CLASSROOMC141STUDIO BOFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101HCORRIDOR-C1528118911111611555554777771066613433334121514518222155577722248.0'4.6'6'R50'7'8.0'28.9'20.7'552121212222222277181818111818181815152323232323232324252566644441111113777202020202626172071712252031313018187331323232333333331515151515151835353322563277718183333206002040NEW BUILDING ADDITION16,000 SFSITE KEYNOTESCONCRETE PAVEMENT - SEE DETAIL D/G4.1CONCRETE SIDEWALK - SEE DETAIL A/G4.1ASPHALT PAVEMENT - SEE DETAIL O/G4.1CONCRETE STOOP - SEE STRUCTURAL DRAWINGLAWN AREA - SEE LANDSCAPE PLAN L1.0CONCRETE CURB - SEE DETAIL H/G4.1EXTERIOR STORAGE MASONRY SCREEN WALL - SEE ARCHITECTURAL PLANSUNDERGROUND STORMWATER DETENTION AREA - SEE DRAWING SU1.1 & SU2.11234567PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED CONCRETE PAVEMENT/SIDEWALKPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTUREPROPOSED LAWN AREA8PARKING SUMMARYHARD SURFACE91011COPYRIGHT 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! G1.1SITE PLAN121.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CEC - CIVIL & ENVIRONMENTAL CONSULTANTS, INC DATED MAY 19, 2023. THEENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED.3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4.SEE SHEET G1.2 FOR STRIPING AND SIGNAGE PLAN.5.SEE SHEET G1.3 FOR CONCRETE JOINTING PLAN.6.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.7.FLOOD ROUTING PATH FROM PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.8.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.9.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITHTHE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONEFOOT OF PROPOSED RIGHT-OF-WAY LINE.10.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTES131415PRECAST PARKING BUMPER - SEE DETAIL D/G4.21617ALUMINUM HANDRAIL - SEE DETAIL E/G4.2EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGPROPOSED ASPHALT PAVEMENT18R100'R100'R15'R3'R10'R5'R20'R10'R2'R2
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'TRASH DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANS & DWG 10/S3.01, 19STEEL BOLLARD - PER DETAIL Q/G4.1 20CONCRETE/ASPHALT INTERFACE - DETAIL G/G4.121MONOLITHIC CURB & WALK - SEE DETAIL B/G4.122PAVEMENT MARKING - SEE STRIPING AND SIGNAGE PLAN G1.21
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'CONCRETE COLLAR - SEE DETAIL N/G4.123CONCRETE EQUIPMENT PAD (±25'-0" X ±20'-0") FOR DUST COLLECTOR AND WELDING 24EXHAUST - SEE DETAIL M/G4.1 (COORDINATE WITH MEP PLANS FOR SIZE AND ADA PARKING SIGN - SEE STRIPING AND SIGNAGE PLAN G1.225CONCRETE EQUIPMENT PAD (12' X 20') WITH ABOVE GROUND TANK - SEE DETAIL M/G4.1 (REFER TO MEP PLANS FOR SIZE AND LOCATION)SHREDDED HARDWOOD MULCH PLANTING BED - SEE LANDSCAPE PLAN L1.0OIL CONTAINMENT TANK, CONCRETE PIT AND CANOPY, SEE SHEET G4.2 FOR 26LOCATION)PROVIDE TWO SWING GATES, CITY SCAPES - TOUGHGATE (PVC VERTICAL PLANK INFILL SERIES - MADISON STYLE) ADDITIONAL LAYOUT INFORMATION AND STRUCTURAL PLAN SHEET S1.01 & 2
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'6'SEE ENLARGEMENT B/G4.3SEE ENLARGEMENT A/G4.3SEE ENLARGEMENT A/G4.4TAPER CURB FROM 6" TO 1"271TAC REVIEW9-19-20232ADDENDUM 210-04-202310'6" PIPE BOLLARD - SEE DETAIL 1/G4.130NEW TRENCH DRAIN - SEE DETAIL ON SHEET SU2.1313TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTION32ADA RAMP TYPE A - SEE DETAIL R/G4.1 (SIMILAR)EXISTING/RELOCATED SIGN - SEE STRIPING AND SIGNAGE PLAN G1.233DETAILS 12 & 17/S3.034PR-011-5-20245PR-021-11-20248' HT. BASTEEL BENNINGTON STYLE FENCE PANELS AND POSTS DOUBLE SWING GATE (2 - 10'-0" GATES) WITH BASTEEL INFINITY STYLE 8' HEIGHTDOUBLE SWING GATE (2 - 6'-0" GATES) WITH BASTEEL INFINITY STYLE 8' HEIGHT5'-0" SWING GATE BASTEEL INFINITY STYLE 8' TALL WITH WEATHERPROOF PANIC HARDWARE MOUNTED TO DOOR 348' HT. BASTEEL BENNINGTON STYLE FENCE PANELS AND POSTS W/ DOUBLE SWING GATE (BASTEEL INFINITY STYLE) ROLLING GATE (BASTEEL INFINITY STYLE) FOR A 12'-0" WIDE OPENING AND 8'-0" HEIGHT635ADA RAMP TYPE B - SEE DETAIL S/G4.1 (SIMILAR)2-1-2024PR-05, TAC RESPONSE