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HomeMy WebLinkAboutL502 Site DetailsClient:The CornerCarmel, INSealLRK Project Number: 00.18066.00Project Name:116th Street & RangelineCarmel, INDrawing Name:Drawn By:Checked By:© 2020 LRK Inc.Drawings, written material, and design concepts shall notbe used or reproduced in whole or part in any form orformat without prior written consent of LRK Inc. Do notsacle drawings. Use given dimensions only. If not shown,verify correct dimensions with the Architect. Contractorshall check and verify all dimensions and conditions atjob site.Issues and RevisionsDateIssued / Revised06.16.21Permit SetÉ‘LMAPP5825 Lawton Loop East Drive | Indianapolis, IN 46216317-485-6900 | www.context-design.comBRICK VENEER RETAINING WALL SECTIONScale: 3/4" = 1'-0"Slope BW Elevation: See Grading Plan TW Elevation: See L200 and Grading Plan BW Elevation: See Grading Plan4"1'-8"1'-4"8"3'-8"1'-8"8"Varies - Refer to Grading Plan2'-0" min.Adjacent Material, Referto Materials Plan4,000 PSI CIP Concrete, Typ.4" Perf. Pipe Wrapped in FilterFabric, Tie to Drainage SystemCompacted Soil Backfill#57 Stone Backfill, CompactedProvide Masonry ties, flashing and weepsPer Project Specifications, Typ.Stone Coping, Refer to Detail 3/L502, Typ.Adjacent Material, Refer to Materials Plan4" CMU, Grout Solid, Typ.8" CMU, Grout Solid, Typ.12" CMU, Grout Solid, Typ.Standard 9-gauge (MW11), ladder shapedwire Joint Reinforcement @ 8" o.c.#53 Stone Backfill, CompactedExtend brick veneer a minimum of(2) courses below grade. Groutgap between brick and CMU solidProvide SS through wall and flashingabove last brick course above gradeProvide SS through wall flashing abovelast brick course above grade, Typ.Brick Veneer and Mortar Joint to match Architecture4"1'-2"2" clr. min.3" clr. min.(6) #5 continuous#5 @ 16" o.c.4'-0"1'-6"WALL COPINGNot to ScaleStone Copingto match Stone onarchitectureâ„„ Wall3/8" Grout Setting BedEpoxy Set SS Dowel1'-8"NOTE:Coping to be Fabricated in 4' Max.Sections; refer to elevations.;provide shop drawings for review.4 " 3 12"2"L502SITEDETAILSMASONRY PIERScale: 3/4" = 1'-0"3"2'-4"4" Max2" 7'-2"2'-4"1'-1158"1'-11 5/8"Brick Veneer,Soldier CourseAA': Plan Detail at CopingCoping AboveBrick Veneer, Running bondBB': Plan Detail at BaseSectionSide Elevation3/8" x 4" SS Epoxy SetSS Dowel, Typ. of (2)4'-0"1'-2"1'-11 5/8"Front/Rear ElevationBrick Veneer to match architecture,Soldier Course. Refer to SpecificationsBrick Veneer to match architecture,Running Bond. Refer to SpecificationsFence Panel connection, typ. both sidesVertical Light, refer to E series1"Caulked Expansion adjacent toall paved areas, typ.Stone Veneer to match architectureFinish Grade, Refer to Materials PlanStone Trim to match architecture16" CMU Pilaser with (4) #5 verticalrebar, grout solidDecorative Metal Fencing andgate. Black powdercoat finish,typ. Refer to SpecificationsBrick Veneer to match architecture,running bond, Refer to SpecificationsBrick Veneer to match architecture,soldier course, Refer to SpecificationsStone Coping, Referto detail 4 this sheet1'-11 5/8"2'-4"1'-0 1/8"4" CMU Below Veneer/Grade, grout solid4,000 PSI CIP Concrete.Refer to Specifications(4) #5 x 3'-6" - 4 EW2'-0"3" clr., typ.1'-0 1/4"2'-0 11/16" 1"2 5/16" 4'-5"5" 3 1/2" max 5'-8" 4"5'-8"AA'BB'Fence connectionbracket1'-11 15/16"Cast Stone Band2 1/4" 2'-1 3/4"4'-5"5"51METAL FENCE AND GATESScale: 3/4" = 1'-0"16'42" Min.NOTES:1. Fence Contractor shall be responsible for verifying size of footings and o.c.spacing of posts prior to fabrication. Refer to Specifications.2. Contractor to submit full shop drawings for approval by Landscape Architectprior to fabrication.3. Contractor shall coordinate, furnish, and install all hardware, brackets,supports, and anchors to provide a complete fencing system.4. All posts & tubing 1/8" thick walls with 4043 wire & filler for welding.5. Miter cut, weld clean, and grind smooth all visible metal connections. Allmaterial shall be black powdercoat finish.Top of fence constant elevation, 6'-0" min. height Refer to Grading Plan.Building Facade4" square post with cap . Do not attachfence panels to buildingSpace posts evenly betweencolumns, Refer to Materials Plan,Max 6'-0" o.c.McNichols Eco-Mesh FencePanel with 2 1/2" tube frameMasonry Pier, Referto Detail 1/L502McNichols Eco-mesh Gate panel. Gate to be equippedwith self-closing & positive self-latching closuremechanism in compliance with Indiana Buildling Code.Coordinate keys/locks with Owner.Concrete Post Footing; slope top of foundation1/4" per foot when not adjacent to pavementensure positive drainage, typ. SeeSpecificationsProvide 42" wide kickplate. Door surfaces within10" of the floor, measured vertically, shall be asmooth surface on the push side/inside of the door.Parts creating horizontal or vertical joints in thissurface shall be within 116" of the same plane as theother. Cavities created by added kick plates shallbe capped.3 1/2", Max.3 1/2", Max.3 1/2", Max.3'-6"ASSA ABLOY strike (HES 7000C-613E) with ALLOY/accesskeypad (E125-7WS-LAA) , ASSA ABLOY panic bar(WEMB-CL-42) and Lockey Gate Closer (TB600-P)5'-1 27/32"4'-0"4'-0"2MASONRY PIER COPINGScale: 1 1/2" = 1'-0"3"2" typ.Stone Coping, sawn finish, match architecture14" drip Edge, 12"from all 4 edges(2) Epoxy Set SS dowelsBrick VeneerCMU Block5" height at center34SCUPPER PATTERNScale: 1" = 1'-0"8 7/16"5 9/16"Masonry veneer to match architectureDynaclad Thru-wall Aluminum scupper,extend the entire depth of the wall8 1/2"1'-2 1/2"5 5/8" 11 5/8"1' -4 "6