HomeMy WebLinkAbout030.1 AS501 - Typ Site Details10 1/2"3"ANCHOR BOLT THROUGH HOLES @ BOT. OF RACK. BOLT DIA. PER RACK MANUF. PRE DRILLED HOLES
CONC. FILL IN 8" DIA. HOLE
6" DIA. GALVANIZED STEEL PIPE BOLLARD FILLED WITH CONCRETE
1" CROWN
1/2" EXPANSION JOINT WITH CAULKING
CONCRETE FOUNDATION
6"3'-6" MIN3' - 0"2' - 0"
1" CROWN (ROUNDED)
REQUIRED 2'-0" X 6'-0" BIKE PARKING AREA TYP.
BIKE RACK
CONCRETE PAD
FILTER FABRIC
NO 3 HORIZ. REBAR TYP.
2% SLOPE ACROSS TOP OF WALL FOR DRAINAGE - SMOOTH TROWEL FINISH
NO 3 VERT. REBAR @ 32" O.C.
WATERPROOF MEMBRANE WHERE SOIL CONTACTS CONCRETEBOTTOM OF FOOTING30" MIN. FROMFINISHED GRADE TO8" THICK CONCRETE WALL
6" GRAVEL FOR DRAINAGE
BACKFILL AND DRAIN PIPING
3/4" CHAMFER EDGE @ 45 DEG. - BOTH SIDES
1' - 6"AMENITY PATIO
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UHP Design LLC
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THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC.
AS501
TYP SITE
DETAILS
SITE PLAN RC 2
12.23.2025
24.0550
ADDRESSBozeman, MT
Hidden Creek
Site
1" = 1'-0"D5 TYP. BIKE RACK DETAIL
1/2" = 1'-0"B5 BOLLARD DETAIL
3/8" = 1'-0"D3BIKE RACK LAYOUT DETAIL
3/4" = 1'-0"B3PATIO CONC WALL DETAIL @ BLDG 3