HomeMy WebLinkAboutL-705 Site DetailsOwnerMechanical / Electrical / Plumbing EngineerCivil EngineerArchitect / Landscape Architect101 South Pennsylvania StreetIndianapolis, Indiana 46204317-633-4040RATIO30 S. Meridian Street, #1100Indianapolis, Indiana 46204Kite Realty GroupRepublic AirwaysHeadquarters12201 N. Meridian St.Carmel, Indiana 46032Structural Engineer1717 E 116th Street, Suite 200Carmel, Indiana 46032317-580-0402McComas/O'donnell Naccarato22014.0009229 Delegates Row, Suite 150Indianapolis, Indiana 46240317-781-6200Circle Design Group250 East 96th Street, Suite 580Indianapolis, Indiana 46240Kimley HornNOT FOR CONSTRUCTIONFOR REFERENCE ONLY8909 Purdue Road, Suite 300Indianapolis, Indiana 46268Republic Airways Holdings815 East 65th Street, #200Indianapolis, Indiana 46220Pure DevelopmentSITE DETAILSPRECAST TREAD AND UNIT PAVING APPLICATION:ELEVATION | MULTI-RISER HANDRAIL1" 1'-0"1'-0"VARIESVARIES34"34"3'-0"
VARIES
HANDRAIL POST:34" X 2" BAR STOCK(SPEC. 055213)VARIES,
SEE PLANS
FINISH GRADEHANDRAIL:2" O.D. PIPE(SPEC. 055213)MITER JOINT, TYP.SHAPE HANDRAIL POST TOMATCH PROFILE OF HANDRAIL,TYP.1 4"C5L-705DETAILHANDRAIL POST (GROUND MOUNT)C5L-705DETAILHANDRAIL POST(GROUND MOUNT)1 TREAD DEPTHL-705P-22014-134A5DETAIL | HANDRAIL POST (GROUND MOUNT)3" 1'-0"2"EQ.EQ.312"ØCONCRETE PAVING APPLICATION:6" MIN.3'-0"E5L-705DETAILHANDRAIL POSTESCUTCHEON PLATEHANDRAIL (DASHED):2" O.D. PIPE (SPEC. 055213)SHAPE HANDRAIL POST TOMATCH PROFILE OF HANDRAIL,TYP.HANDRAIL POST:34" X 2" BAR STOCK(SPEC. 055213)FINISH GRADECONCRETE PAVING PER PLANSAND DETAILS; THICKEN ASREQ'D FOR MIN. HANDRAILEMBEDMENTFILL CORE-DRILLED HOLECOMPLETELY W/ NON-SHRINKGROUTCONCRETE PAVING FOR UNITPAVER SUBSTRATE; THICKENAS REQ'D FOR MIN. HANDRAILEMBEDMENTCORE-DRILLED HOLEC5P-22014-133L-705PLAN:SECTION 'A-A':AANOTES:1.SET ESCUTCHEON PLATE ONSILICONE ADHESIVE BASE.2.SUBMIT COMPLETE SHOPDRAWINGS FOR REVIEW PERSPEC. 055213.DETAIL | HANDRAIL POST ESCUTCHEON PLATE6" 1'-0"1116"CL1516"R2"1116"1116"1516"1516"7 8"19 16"19 16"
4"2"2"4"1116"1516"R2"HANDRAIL POST PERELEVATIONS AND DETAILSHANDRAIL POST PERELEVATIONS AND DETAILSFINISH GRADEPAVING OR STAIR TREADSUBSTRATE PER PLANS ANDDETAILSNON-SHRINK GROUT PERHANDRAIL EMBEDMENTDETAILSJOINT SEALANT (CLEAR), TYP.3 12"Ø CORE DRILL HOLE14" X 4"Ø ESCUTCHEON PLATE(SPEC. 055213)14" X 4"Ø ESCUTCHEON PLATE(SPEC. 055213)3 12"Ø CORE DRILL HOLEE5P-22014-132L-705VARIESNOTES:1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATIONRELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING,RESPECTIVELY.ISOMETRIC VIEW @ CORNER:7"12"3 12"38" WIDE JOINT W/ 12" DEPTHJOINT SEALANT AND BACKERROD, TYP. (SPEC. 079200)COMPACTED STRUCTURAL SOIL(SPEC. 329119) OR SIM.C.I.P.CONCRETE FOOTER, 7"DEPTH MIN. VARYING WIDTHSTAINLESS-STEEL MASONRYDOWEL, MIN. (2) PER STONEJOINT SEALANT W/ BACKERROD, TYP. (SPEC. 079200)12" DEPTH MANUFACTUREDSOIL MIX (SPEC. 329119)MORTAR SETTING BEDFINISH GRADE2" DEPTH ORGANIC MULCH(SPEC. 329300)ARCHITECTURAL PRECASTCONCRETE(SPEC. 034500)GEOTEXTILESECTION | PLANTER CURB1 1/2" 1'-0"MIN.2 x 6 PRESSURE-TREATEDNAILER BOARD ATTACHED TOCONCRETE CURBCOMPACTED FREE-DRAININGOPEN-GRADED STONE BASEØ1"E6L-751SYNTHETIC GRASSSURFACINGA1P-22014-190L-705COPYRIGHT NOTICE: THIS ARCHITECTURALAND ENGINEERING DRAWING IS GIVEN INCONFIDENCE AND SHALL BE USED ONLYPURSUANT TO THE AGREEMENT WITH RATIO.NO OTHER USE, DISSEMINATION ORDUPLICATION MAY BE MADE WITHOUT PRIORWRITTEN CONSENT OF RATIO. ALL COMMONLAW RIGHTS OF COPYRIGHT AND OTHERWISEARE HEREBY SPECIFICALLY RESERVED.SHEET TITLESHEET NUMBERSHEET ISSUENPROJECT NO.SEAL | DATEL-7051ADDENDUM #109/28/232ADDENDUM #210/06/233ADLS SUBMISSION10/17/23DETAIL | WOODEN SEAT WALL3/4" 1'-0"VARIES1'-4"1X6 IPE LUMBER BENCHTOP BOARDSPRECAST ARCHITECTURALCONCRETE VENEER1'-0"2'-0"CONCRETE PAVING W/ TURNDOWN EDGE, SEE PLANSTOP OF SEATWALLAND TOP OFPAVEMENT TOALIGN FLUSHGALVANIZED ALUMINUMFRAMINGPRECAST ARCHITECTURALCONCRETE FLUSH CURB(SEE DETAIL )A3/L-7051'-8"4"5"LANDSCAPE UNDERDRAIN,(REF: CIVIL DWGS.)8"3'-0"1'-0"VARIESVARIES 2x6 NAILER, TYP ATTACH TOMETAL FRAME, USE WASHERSTO LEVEL TOP BOARD ANDALLOW DRAINAGEC.I.P. CONCRETE FOUNDATION(REF: STRUCT. DWGS.)SYNTHETIC GRASS SURFACING(SEE DETAIL )E6/L-751S.S. MASONRY JOINT DOWELEVERY 24" O.C., TYP.A4L-705NOTES:1.CUSTOM SEAT WALL BENCH TO BE DELEGATED DESIGN BY LANDSCAPE FORMS CUSTOM DIVISION. SHOPDRAWING SUBMITTALS OF FINAL DESIGN TO BE APPROVED BY LANDSCAPE ARCHITECT.2.STRUCTURAL COORDINATION OF FRAMING AND FOUNDATIONS TO BE COORDINATED WITH LANDSCAPE FORMSSTRUCTURAL ENGINEERING DIVISION.VARIES1'-4"D3P-22014-142L-7052SECTION | FLUSH PRECAST CONCRETE CURB @ SEAT WALL1 1/2" 1'-0"1'-4"4"2'-8"3'-0"STAINLESS-STEEL MASONRYDOWEL, MIN. (2) PER STONEARCHITECTURAL PRECASTCONCRETE (SPEC. 034500)MIN.2 x 8 PRESSURE-TREATEDNAILER BOARD ATTACHED TOCONCRETE CURBE6L-751SYNTHETIC GRASSSURFACING12" DEPTH JOINT SEALANT W/BACKER RODMORTAR SETTING BEDC.I.P. CONCRETE FOUNDATION(REF: STRUC. DWGS.)ARCHITECTURAL PRECASTCONCRETE (SEE DETAIL )12" DEPTH JOINT SEALANT W/BACKER ROD1'-4"A4/L-705A3P-22014-228L-705SECTION | SURFACE MOUNT BOLLARD @ UNIT PAVING1" 1'-0"BOLLARD, SEE PLANS41.7"(3) 58" O.D. CONCRETE ANCHORSCH. 40 PVC CONDUIT FORLIT BOLLARD, SEE PLANS2916"5"5"612"3"
33 8"8"6"58"3"CONCRTEANCHORWASHERHEX NUTHEX NUTWASHERWASHERHEX NUTTHREADEDRODANCHOR DETAILA5L-701L-705P-22014-131E3SECTION | PLANTER CURB1 1/2" 1'-0"VARIESNOTES:1.SEE DIVISION 3 AND 32 OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATIONRELATED TO PRECAST ARCHITECTURAL CONCRETE AND UNIT PAVING,RESPECTIVELY.ISOMETRIC VIEW @ CORNER:7"12"3 12"38" WIDE JOINT W/ 12" DEPTHJOINT SEALANT AND BACKERROD, TYP. (SPEC. 079200)COMPACTED STRUCTURAL SOIL(SPEC. 329119) OR SIM.CONCRETE PAVING WITHTHICKENED EDGE - SEE PLANS(SPEC. 321316)STAINLESS-STEEL MASONRYDOWEL, MIN. (2) PER STONEJOINT SEALANT W/ BACKERROD, TYP. (SPEC. 079200)12" DEPTH MANUFACTUREDSOIL MIX (SPEC. 329119)MORTAR SETTING BEDFINISH GRADE2" DEPTH ORGANIC MULCH(SPEC. 329300)ARCHITECTURAL PRECASTCONCRETE(SPEC. 034500)GEOTEXTILEL-705P-22014-191C1SECTION | CUSTOM SEAT WALL3" 1'-0"VARIES
1X6 IPE LUMBER BENCH TOPBOARDSATTACH SIDE AND TOP BOARDS WITH SS IPECLIP HIDDEN FASTENERS OR S.S. WOODSCREWS INTO 2X6 NAILER PERMANUFACTURER'S RECOMMENDATIONS3"X4" IPE LUMBER CUSTOMFABRICATED FOR FACE BOARDS,FASTENED TO IPE WOOD TOP W/S.S. WOOD SCREWS212"2"2x6 NAILER, TYP ATTACH TO METALFRAME, USE WASHERS TO LEVEL TOPBOARD AND ALLOW DRAINAGE6"x3", 14" STEEL ANGLE, TYP. ATTACHTO METAL FRAME, HELD 12" OFF GRADETO ALLOW FOR DRAINAGE3" RECAST ARCHITECTURALCONCRETE VENEER, COLOR ANDFINISH TO MATCH CURB BELOWLED STRIP LIGHT TO PROVIDECONTINUOUS DOWNCAST LIGHTALONG BENCH FACE, KLUS POREXTRUSION AS B.O.D., ELECTRICALPROVISION PROVIDED THROUGHMETAL FRAME POSTPRECAST ARCHITECTURALCONCRETE CURB(SEE DETAIL )2" SQUARE GALVANIZEDALUMINUM FRAME W/CONTINUOUS WELD BASE PLATEMOUNTED TO CONCRETEFOUNDATION BELOWA3/L-705SLOPE12" DEPTH JOINT SEALANT W/BACKER ROD, MORTAR SETTINGBED, TYP.238"158"3"12"512"112"158"412"NOTES:1.CUSTOM SEAT WALL BENCH TO BE DELEGATED DESIGN BY LANDSCAPE FORMSCUSTOM DIVISION. SHOP DRAWING SUBMITTALS OF FINAL DESIGN TO BEAPPROVED BY LANDSCAPE ARCHITECT.2.STRUCTURAL COORDINATION OF FRAMING AND FOUNDATIONS TO BECOORDINATED WITH LANDSCAPE FORMS STRUCTURAL ENGINEERING DIVISION.A4P-22014-231L-7053/28/2024