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HomeMy WebLinkAboutL502 Site Details - 1391-L502Client: The Corner Carmel, IN Seal LRK Project Number: 00.18066.00 Project Name: 116th Street & Rangeline Carmel, IN Drawing Name: Drawn By: Checked By: © 2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not sacle drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. Issues and Revisions Date Issued / Revised 06.16.21 Permit Set ɑ LM APP 5825 Lawton Loop East Drive | Indianapolis, IN 46216 317-485-6900 | www.context-design.com BRICK VENEER RETAINING WALL SECTION Scale: 3/4" = 1'-0" Slope BW Elevation: See Grading Plan TW Elevation: See L200 and Grading Plan BW Elevation: See Grading Plan 4" 1'-8" 1'-4"8" 3'-8" 1'-8" 8"Varies - Refer to Grading Plan2'-0" min.Adjacent Material, Refer to Materials Plan 4,000 PSI CIP Concrete, Typ. 4" Perf. Pipe Wrapped in Filter Fabric, Tie to Drainage System Compacted Soil Backfill #57 Stone Backfill, Compacted Provide Masonry ties, flashing and weeps Per Project Specifications, Typ. Stone Coping, Refer to Detail 3/L502, Typ. Adjacent Material, Refer to Materials Plan 4" CMU, Grout Solid, Typ. 8" CMU, Grout Solid, Typ. 12" CMU, Grout Solid, Typ. Standard 9-gauge (MW11), ladder shaped wire Joint Reinforcement @ 8" o.c. #53 Stone Backfill, Compacted Extend brick veneer a minimum of (2) courses below grade. Grout gap between brick and CMU solid Provide SS through wall and flashing above last brick course above grade Provide SS through wall flashing above last brick course above grade, Typ. Brick Veneer and Mortar Joint to match Architecture 4"1'-2" 2" clr. min. 3" clr. min. (6) #5 continuous #5 @ 16" o.c.4'-0"1'-6" WALL COPING Not to Scale Stone Coping to match Stone on architecture ℄ Wall 3/8" Grout Setting Bed Epoxy Set SS Dowel 1'-8" NOTE: Coping to be Fabricated in 4' Max. Sections; refer to elevations.; provide shop drawings for review.4 "3 12"2" L502 SITE DETAILS MASONRY PIER Scale: 3/4" = 1'-0" 3" 2'-4" 4" Max2"7'-2"2'-4" 1'-115 8"1'-11 5/8" Brick Veneer, Soldier Course AA': Plan Detail at Coping Coping Above Brick Veneer, Running bond BB': Plan Detail at Base Section Side Elevation 3/8" x 4" SS Epoxy Set SS Dowel, Typ. of (2) 4'-0"1'-2" 1'-11 5/8" Front/Rear Elevation Brick Veneer to match architecture, Soldier Course. Refer to Specifications Brick Veneer to match architecture, Running Bond. Refer to Specifications Fence Panel connection, typ. both sides Vertical Light, refer to E series 1"Caulked Expansion adjacent to all paved areas, typ. Stone Veneer to match architecture Finish Grade, Refer to Materials Plan Stone Trim to match architecture 16" CMU Pilaser with (4) #5 vertical rebar, grout solid Decorative Metal Fencing and gate. Black powdercoat finish, typ. Refer to Specifications Brick Veneer to match architecture, running bond, Refer to Specifications Brick Veneer to match architecture, soldier course, Refer to Specifications Stone Coping, Refer to detail 4 this sheet 1'-11 5/8" 2'-4" 1'-0 1/8" 4" CMU Below Veneer/Grade, grout solid 4,000 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" max5'-8"4" 5'-8"A A' B B' Fence connection bracket 1'-11 15/16" Cast Stone Band 2 1/4"2'-1 3/4" 4'-5" 5"5 1 METAL FENCE AND GATES Scale: 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 Architect prior 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. All material shall be black powdercoat finish.Top of fence constant elevation, 6'-0"min. height Refer to Grading Plan.Building Facade 4" square post with cap . Do not attach fence panels to building Space posts evenly between columns, Refer to Materials Plan, Max 6'-0" o.c. McNichols Eco-Mesh Fence Panel with 2 1/2" tube frame Masonry Pier, Refer to Detail 1/L502 McNichols Eco-mesh Gate panel. Gate to be equipped with self-closing & positive self-latching closure mechanism in compliance with Indiana Buildling Code. Coordinate keys/locks with Owner. Concrete Post Footing; slope top of foundation 1/4" per foot when not adjacent to pavement ensure positive drainage, typ. See Specifications Provide 42" wide kickplate. Door surfaces within 10" of the floor, measured vertically, shall be a smooth surface on the push side/inside of the door. Parts creating horizontal or vertical joints in this surface shall be within 1 16" of the same plane as the other. Cavities created by added kick plates shall be capped.3 1/2", Max.3 1/2", Max.3 1/2", Max. 3'-6" ASSA ABLOY strike (HES 7000C-613E) with ALLOY/access keypad (E125-7WS-LAA) , ASSA ABLOY panic bar (WEMB-CL-42) and Lockey Gate Closer (TB600-P)5'-1 27/32"4'-0"4'-0"2 MASONRY PIER COPING Scale: 1 1/2" = 1'-0"3"2" typ. Stone Coping, sawn finish, match architecture 1 4" drip Edge, 1 2" from all 4 edges (2) Epoxy Set SS dowels Brick Veneer CMU Block 5" height at center 3 4 SCUPPER PATTERN Scale: 1" = 1'-0" 8 7/16"5 9/16"Masonry veneer to match architecture Dynaclad Thru-wall Aluminum scupper, extend the entire depth of the wall 8 1/2" 1'-2 1/2"5 5/8"11 5/8"1'-4" 6 11/15/21