HomeMy WebLinkAboutC420 - Site Details - G4.22"8"2"1'-0"1'-6"3"2'-0"1'-0"1'-0"3'-0"5'-0"#4 @ 12" o.c.COMPACTEDBACKFILL#4 @ 12" o.c.BOTH WAYS#5 REBAR(TYP)GUARDRAIL (SEEARCH. PLANS)2'-0"
3'-0"FINISHED GRADECOMPACTED BACKFILL#5 REBAR (TYP)NEAR AND FARSIDE GRADE BEAMAND FACE WALL#4 @ 12" o.c., BOTH WAYS#4 NOSING BAR6"FINISH GRADEELEV. = 779.27 (EAST)ELEV. = 779.31 (WEST)R1
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5 RISERS @ 6" = 2'-6"4 TREADS @ 12" = 4'-0"1'-0"GUARDRAIL (SEEARCH. PLANS)CONCRETE STEPS @ DOCK - DETAIL KSCALE: 1/2" = 1'-0"ABRASIVE METAL NOSING FULLWIDTH, TYP, AT EACH NOSINGBOTTOM FND.ELEV. = 776.27A2'-0"
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.2"12" LAP (TYP)SEE STRUCTURAL PLANS FOR BUILDING FOUNDATION WALL1/2" PREFORMED EXPANSIONJOINT FILLER w/SEALANT#4 @ 12" o.c. BOTH WAYSELEV. = 781.846"1 1/2" CLR.6'-3"2 1/2"FACE OF BUILDINGGUARDRAIL (SEEARCH. PLANS)ELEV. = 781.78TOP OF FOOTINGELEV. = SEE STRUCTURAL PLANS1/2" (TYP)8"SECTION A-ASCALE: 1/2" = 1'-0"4'-8"4'-0"AISOLATION JOINT -PER DETAIL L/G4.1ISOLATION JOINT -PER DETAIL L/G4.1TOP OFWALL/CURB(BEYOND)FINISHEDGRADEINLETS, 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.G4.2SITE DETAILSNONEPAINTED A.D.A. SYMBOL - DETAIL BNOTE:1.SEE SPECIFICATIONS SECTION 321723 FORPAINT REQUIREMENTS.ADA PARKING SIGN - DETAIL A4" WIDE PAINTED PAVEMENT MARKING6"PARKING BUMPER - DETAIL DNO SCALEBEVELEDEDGE (TYP.)3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINSDRIVEN FLUSH WITH TOP. REINFORCEBUMPER WITH 2 - #3 BARS.NOTE:DIMENSIONS INDICATED AREMINIMUMS, MANUFACTURER'SSTANDARDS IN EXCESS AREACCEPTABLE.3'-0"45°45°PAINTED PARKING ISLANDS - DETAIL C4"SEE PLAN FOR COLOR4" WIDE PAINTED LINESNO SCALE6" WHITE STRIPEBLUEWHITE1 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT - DETAIL ECOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #2PAVEMENT OVERLAY - DETAIL F1" = 1'-0"TACK COATEXISTING GRANULAR BASE COURSEEXISTING ASPHALT BINDER COURSENEW 1-1/2" HMA SURFACE,TYPE A, 9.5 mmPAVING FABRIC (PETROTAC 4591 ORAPPROVED EQUAL) WITH A MINIMUM2' OVERLAP ON EITHER SIDE OF THEEXISTING JOINT OR CRACK (TYP.)REMOVE LOOSE MATERIAL AND FILLEXISTING JOINT OR CRACK WITH AE150 ORCRAFCO HOT RUBBER SEALANT PRIOR TOPLACING PAVING FABRIC (TYP.)NOTE:THIS DETAIL APPLIES TO MAJOR CRACKS ONLY.BIDDER SHALL PROVIDE UNIT PRICE ANDINCLUDE 1,000 L.F. OF THIS WORK IN HIS BID.EXISTING PAVEMENTNEW PAVEMENT1"PAVEMENT INTERFACE - DETAIL G1" = 1'-0"NEW PAVEMENTMILLED SURFACESEE PAVEMENTDETAIL THIS SHEETEXISTING PAVEMENTSAWCUTTACK COAT1"SAWCUTTACK COATSEE PAVEMENTDETAIL THIS SHEETMONUMENTAL SIGN REPAIRS - DETAIL HCLEAN AND TUCK POINT MASONRY WALLS ONALL SIDES OF MONUMENTAL SIGN - PERMASONRY SPECIFICATIONSTAC REVIEW12-15-20231BOLLARD - DETAIL JWOOD BOLLARD - DETAIL L1'-2"6"2'-2"3'-6"1"BIKE RACK - DETAIL MNO SCALENOTE:-BIKE RACKS TO BE APEX INVERTED U BIKE RACK AVAILABLE FROM SITESCAPES(888-331-9464) P.O. BOX 22326 LINCOLN, NE 68542. COLOR TO BE BLACK.-BIKE RACKS TO BE SURFACE MOUNTED PER MANUFACTURERS REQUIREMENTS.TAC COMMENT RESPONSE25-14-2024