HomeMy WebLinkAboutC430 - Site Details - G4.3INTERIOR STONE FOUNDATION/SUPPORT STRIP - DETAIL ASCALE: 1/2" = 1'-0"FINISHED FLOOR2" CONCRETE CAP16" X 16" MASONRY PIERLOW POINT#53 STONE COMPACTED TO98% MODIFIED PROCTORCOMPACTED SUBGRADE TO98% MODIFIED PROCTOR6" OF NO. 5 STONECOMPACTED TO 95%STANDARD PROCTORMODULAR TRAILERSTRUCTURAL SUPPORTMEMBERSSEAM BETWEEN TRAILERSELEV. = 781.50'SLOPEDOWNSLOPEDOWNEDGE PIER CONDITION ALONG SOUTH FENCE OF TRAILERS - DETAIL BSCALE: 1" = 1'-0"FINISHED FLOORELEV = TBD2" CONCRETE CAP16" X 16" MASONRY PIER#53 STONE COMPACTED TO98% MODIFIED PROCTORCOMPACTED SUBGRADE TO98% MODIFIED PROCTOR#8 STONEFILTER FABRIC12" Ø HDPE UNDERDRAIN6" OF NO. 5 STONE COMPACTEDTO 95% STANDARD PROCTORSKIRTINGFACE OF MODULAR TRAILER4" OF WASHED RIVER ROCK OVERSOIL SEPARATOR FABRICHDPE EDGINGEXISTING LAWNELEV. = 781.50'MODULAR TRAILERSTRUCTURAL SUPPORTMEMBERSSTONE SURFACE - DETAIL CSCALE: 1/2" = 1'-0"EXISTING LAWNHDPE EDGINGWEED BARRIERFABRIC4" OF WASHED RIVER ROCK OVERSOIL SEPARATOR FABRIC7' HT. CHAIN LINKFENCE POSTSANITARY LATERAL TO WASTE HOLDING TANK CONNECTION - DETAIL DSCALE: 1" = 1'-0"FINISHED FLOORELEV = TBD16" X 16" MASONRY PIER#8 STONEFILTER FABRIC4" Ø HDPE UNDERDRAINSKIRTINGFACE OF MODULAR TRAILER4" OF WASHED RIVER ROCK OVERSOIL SEPARATOR FABRIC12" OF NO. 5 STONE COMPACTEDTO 95% STANDARD PROCTORINVERT ELEV.= TBD4" Ø PVC SDR-21 PIPE @2.0% SLOPEPIPE HANGERS @ 5'-0"O.C. MAX.4" Ø SDR-21 PIPESANITARY LINE1,000 GALLON SANITARYWASTE HOLDING TANKMARMAC COUPLER FORDISSIMILAR MATERIALSPROVIDE REDUCERFITTING AS REQUIREDPROVIDE GASKETED RINGTHROUGH SKIRTINGELEV = 681.17'ELEV. = 681.50'MODULAR TRAILERSTRUCTURAL SUPPORTMEMBERSELEV. = 681.50'(RAISE ELEVATION ASREQUIRED BASED ONTANK INLET PIPE INVERTELEVATION AND SANITARYOUTLET PIPE STRUCTURALSUPPORT)MULTI-USE PATH ADJACENT TO CURB - DETAIL FSCALE: 1/2" = 1'-0"1 1/2" HMA SURFACE, TYPE 'B' 9.5 MM (165# / SYD)2 1/2" HMA INTERMEDIATE, TYPE 'B' , 19.00 MM (275# / SYD)1.5%SLOPEEXISTING CURB AND GUTTER6" OF #53 STONE (COMPACTED 95%)COMPACT SUBGRADE TO 95% STANDARD PROCTORFILLCUT13 (MAX)131 1/2" HMA SURFACE, TYPE 'B' 9.5 MM (165# / SYD)2 1/2" HMA INTERMEDIATE, TYPE 'B' , 19.00 MM (275# / SYD)1.5%SLOPE6" OF #53 STONE (COMPACTED 95%)COMPACT SUBGRADE TO 95% STANDARD PROCTORFILLCUT13 (MAX)13MULTI-USE PATH WITH GRASS BUFFER - DETAIL GSCALE: 1/2" = 1'-0"EXISTING CURB AND GUTTERGRASS BUFFERCOMPACTEDBACKFILLCURB TRANSITION - DETAIL HNO SCALE3" TOP SOIL1" R2" RADIUSCLASS "A"CONCRETENOTES:1.CURE ALL EXPOSED SURFACES2.CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TOA MINIMUM DEPTH3.DAMPEN SUBGRADE BEFORE PLACING CONCRETE4.CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM.PERFORMED EXPANSION JOIN EVERY 50' MAXIMUM5.NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULLDAYS HAVE PASSED AFTER PLACING CONCRETE6.SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARDSINLETS, 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! COPYRIGHT 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.G4.3SITE DETAILSBRACE BANDRAIL ENDLINE POST CAPFABRIC: 9GAFABRIC TIE: 11GATOP RAIL: 1.66", 2.27 LB/FTFABRIC SELVAGE: KNUCKLEDKNUCKLED SELVAGEW/TENSION WIRE ONBOTTOMSEE DETAIL E/G4.1 FORPOST FOOTING DETAIL(TYP.)END & CORNER POSTS11'-0" 8'-0" BAR LENGTH4'-0" 7'-0" HEIGHTNOMINALB-1FENCE HEIGHTB-2BAR LENGTH9'-8"6'-8" H-1HEIGHT ABOVE GRADE7'-0 5/8" 4'-0 5/8" HEIGHT ABOVE GRADE6'-8 7/8" 3'-8 7/8" H-2LINE POSTSPOST CAP: MALLEABLE ORALUM D.C.CORNER/END POST: 2.875",5.79 LB/FT10'-O" O.C.LINE POST: 2.375",3.65 LB/FTTENSION BANDTENSION BAR:3/16" x 3/4"H-2
H-1
B-2
SEE PLAN SHEETS
FOR LOCATIONS
B-1
SEE PLAN SHEETS
FOR LOCATIONSPOST SIZE2 3/8" x 0.154o.d. x wall thickness (min.)2 3/8" x 0.1542 3/8" x 0.154o.d. x wall thickness (min.)2 3/8" x 0.154POST SIZECHART APR-024-18-20241TAC COMMENT RESPONSE25-14-202436-5-2024TAC COMMENT RESPONSE46-17-2024TAC COMMENT RESPONSENOTE:- SEE CITY OF CARMEL STANDARD DETAILS 10-19& 10-20 ON THIS SHEET.NOTE:- SEE CITY OF CARMEL STANDARD DETAILS 10-19& 10-20 ON THIS SHEET.