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16.0 LSMT_BZN_Arch ReSUB_02 05 19 9
A003 1B A003 A1 4 A002 6 A002 4'-6" 5'-8 3/4" 4'-6" 1'- 6 " 6" DIA BOLLARDS, REF CIVIL 2'-0" 12'-0" 2'-0" 12 ' - 0 " 16'-0" GATE ASSEMBLY, BEYOND OVERSIZE SLOT TO RECEIVE LOCK FLANGE WITH HOLE TO RECEIVE LOCK BOLT BOX TO GATE ASSEMBLY BOTTOM REMAINS OPEN TO ACCESS LOCK 5" 5" 2 1/4" INSIDE DIMENSION 1 1 / 2 " 2 1/4" 5" PLAN FRONT ELEVATION TOP OF BOX TO BE ENCLOSED HINGE ELEVATION L1 1/2 x 1 1/2 x 3/16 GATE: L3 x 2 x 3/16 1 1/2" STEEL ROOF DECK 1/2" DIA. BOLT, TYP. (4) P6 PIPE PL 1/4", HINGE PLATE HINGE PLAN 4" 2" 5" 1 1/2" 1/4" THICK STEEL TOP PLATE, TOP HINGE ONLY 2" 2 " 1/2" 12" 10" 2" 4" 1/ 2 " 1" 2" 1" 1 1/2" 5" 3 1/2" 2" 9/16" HOLE FOR 1/2" BOLT, TYP. 1" 2" 1" HINGE PLATE 8 1/2" PL 1/4" EDGE OF FRAME 1/8" 1/8" PL 1/4", HINGE 1/8" 1-6 3/16" WALL REINFORCING PER PLAN. CONCRETE SLAB PER PLAN BOND BEAM W/ (2)#5 CONT. ROPE WEEPS @ 24" O.C. SET TOP OF ENCLOSURE FOUNDATION ELEV. 2" ABOVE HIGHEST ELEVATION OF ENCLOSURE SLAB. FINISHED GRADE "J" DOWELS TO MATCH AND LAP WALL REINFORCING ALTERNATE BENDS (2) #5 CONT. TOP & BOTTOM (1) #5 CONT. 1'- 3 " 5 " V A R I E S 1' - 8 " PLAN PER 24 " M I N . L A P 3' - 2 " 6" PIPE BOLLARD PER PLAN (PAINT TO MATCH GATE) HORIZ. TIES PER PLAN E M B E D M E N T 1 8 " M I N . 1'-10" 8" CMU RAKE JOINTS FILL W/ BACKER ROD AND SEALANT MIN. SLOPE 1/2" PER FOOT 60 MIL BITUMINOUS GRACE ICE AND WATER SHIELD PRE -CAST CONCRETE CAP, CP -1 REF. DETAIL 4/A002 AND 6/A002 FOR ADDITIONAL INFORMATION 1'-0" #5 BENT DOWELS @ 18" O.C. MAX. 18 18 3 '-0 " 2 '-6 " GATE SUPPORT FOOTING, BEYOND EXPANSION PAPER AT SLAB INTERFACE (2)#5 CONTINUOUS WALL REINFORCING PER PLAN. CONCRETE SLAB PER PLAN BOND BEAM W/ (2) #5 CONT. ROPE WEEPS @ 24" O.C. SET TOP OF ENCLOSURE FOUNDATION ELEV. 2" ABOVE HIGHEST ELEVATION OF ENCLOSURE SLAB. FINISHED GRADE #5 "J" DOWELS TO MATCH AND LAP VERTICAL CMU REINFORCEMENT ALTERNATE BENDS (2) #5 CONT. TOP & BOTTOM (1) #5 CONT. 2'-0" 1 '-2 " 6 " V A R I E S 1 '-8 " M I N . F R O S T D E P T H 2 4 " M I N L A P 8" CMU RAKE JOINTS FILL W/ BACKER ROD AND SEALANT MIN. SLOPE 1/2" PER FOOT 60 MIL BITUMINOUS GRACE ICE AND WATER SHIELD PRE -CAST CONCRETE CAP, CP -1 ® 8 0 0 . 7 5 7 . 9 5 2 2 w w w . c t a g r o u p . c o m REVISIONS 2/1/2019 1:13:41 PM TRASH ENCLOSURE PLAN & DETAILS A002 LE S S C H W A B T I R E C E N T E R BO Z E M A N , M O N T A N A 5 9 7 1 8 02.05.2019 CHECKED BY | CN © 2019 | ALL RIGHTS RESERVED 11 0 0 R E E V E S R O A D DRAWN BY | SS, CN SITE PLAN APPLICATION | CTA # LSNS_PROTO | L:\LesSchwab\New\LSNS_PROTO\BIMCAD\Revit SCALE: 1/2" = 1'-0" 1 ENLARGED TRASH ENCLOSURE PLAN SCALE: 3" = 1'-0" 2 TRASH GATE LOCK SCALE: 1 1/2" = 1'-0" 3 GATE HINGE SCALE: 1/2" = 1'-0" 4 WALL SECTION, TYPICAL SCALE: 1/2" = 1'-0" 5 FOUNDATION SECTION, ENTRY SCALE: 1/2" = 1'-0" 6 EXTERIOR WALL SECTION, TYPICAL