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CONCRETE MASONRY UNIT DUMPSTER cc Z
SLAB GRADES TO DOORS 2.00% MAX. j ENCLOSURE W/ STUCCO EXTERIOR. TOP OF �- 00
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GRAVEL BASE �� S�(3NAL S
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1 MAN DOORS & DOOR LOCATIONS VARY. w a „
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9'-5°° I� 9'-5" CONC. SLAB F d
4' �\ a° � CHECKED BY:
DAVID A. BAILEY P.E.
DRAWN BY:
PLAN VIEW KSC
BOLLARD SECTION
RECESSED PIPE SLEEVE PRECAST CONCRETE WALL CAP
19'-0" -
PRECAST CONCRETE WALL CA CONTINOUS BOND BEAM
(2) METAL DUMPSTER GATE HANDLES (2) #5 BARS CONTINOUS o
TOP OF CONCRETE TOP OF GATE ly
6 -8 6 -4
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„ VERTICAL #5 BAR AT 32" O.C.
6 PIPE BOLLARD
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L4x4x3/8 STEEL ANGLE ^ FILL CMU'S W/ GROUT (TYP) o
FRAME (BRACE AS NEEDED 7 BARREL HINGE w/GREASE FITTING (TYP), 00 w d
DUMPSTER GATE w/METAL B 1 � Z
DECKING WELD TO GATE FRAME and BOLLARD
TOP OF SLAB 0 ^
24" CANE BOLT, PROVIDE C° CONTINOUS BOND BEAM
FOUNDATION SYSTEM A RECESSED PIPE SLEEVE 1 (2) #5 BARS CONTINOUS
MIN. 6" INTO GROUND I ' I
(3) #4 BARS CONTINUOUS
FRONT ELEVATION o 0 0 :'.
1 0 0 ,�• o 0 0 0 6" CONCRETE SLAB
0'-g" 6" 3/4"- GRAVEL BASE
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PRECAST CONCRETE WALL CAP
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VERTICAL #4 BAR AT 16" O.C.
1� 3 -5 13,_7„ � ^ 0 0 o STANDARD HOOK INTO FOOTING
TOP OF GATE I TOP OF CONCRETE o (ALTERNATE DIRECTION OF HOOK)
6 -4 SLAB +6 -8 2'-6" I ' I
(3) #4 BARS CONTINUOUS W
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6 0 PIPE BOLLARD FOOTING WALL SECTION / J
8 0 PIPE BOLLARD I 699 CONCRETE SLAB w/WIREMESH w
REINFORCING (13x13-d5) o/6" O
COMPACTED GRAVEL BASE
TOP OF SLAB U TOP OF SLAB 0
IV 0 -0
0 FOUNDATION SYSTEM
TRASH ENCLOSURE DETAILS U w
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SIDE ELEVATION — N TS— r 1
TYPICAL BOTH SIDES U
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PRECAST CONCRETE WALL CAP-
A W
Z z
TOP OF CONCRETE 19'-0" - 8" THICK Q
SLAB +6 -8
V /
L,L
TOP OF SLAB
Q
FOUNDATION SYSTEM
DATE:
10-13-2023
PROJECT:
REAR ELEVATION C2021-027
SHEET
3o7