11-1169-06313'-4*
CONCRETE SLAB FOR %--rnuviur--"nLLL hl uvrm
GATE. 1/2-0 CANE END OF EACH GATE
BOLT IN OPEN AND (TYPICAL)
CLOSED POSITIONS
(TYPICAL ALL GATES)
TRASH ENCLOSURE PLAN
11' -4"
MINIMUM 3
HINGES PER
GATE (TYPICAL)
3/8w = 1' -0"
8* x 8* x 16* CMU WALL
WITH r -WALL EVERY
OTHER COURSE. 3/4-
STUCCO EXT. FINISH PAINT
TO MATCH BUILDING -
SEE ELEVATIONS THIS
SHEET
12* x 20* CONCRETE
FOOTING w/ 2 #5 CONT
HE
lh,i 6*1 a li RI Lelfisis m _Vi
i
3/4- STUCCO
2
6
8" x 8' x 16" CMU
WALL WITH
DUR-O-WALL 16" c/c
(TRUSS TYPE)
RiziLill
15
8-02- CONCRETE TIE BEAM W/ 4
#5 CONT. & J3 STIRRUPS 0 12-
c/c 2 END & CORNERS 48-
ELSEWHERE
6" CONCRETE SLAB w/
6x6 W2.9 x W2.9 W.W.F.
CENTERED IN SLAB
%0 no
W07-07-117-E-0
6" GRAVEL BASE
60 SCH. 40 GALV.
STEEL PIPE
FILLED WITH CONC.
CD PAINTED YELLOW
^ I REFLECTIVE
ra PAVEMENT SURFACE
CONCRETE FOOTING
J. COMPACTED FILL
21-Ow
TYPICAL STEEL BOLLARD
NOT TO SCALE
10,-80 L
SMOOTH STUCCO
BAND
MEDIUM TEXTURED
"LEFT SIDE ELEVATION SDIIIAR) 3/8-
k
#4 0 24- c/c 5--0- LONG
6" GRAVEL BASE
SOMME . ...... ....... -- - ---- CLEAN WELL
. ........ .. ----- - -
2 5 CO
18-
01
---------- .........
18* x 18* CONCRETE...
FOOTING
CONT
SECTION AT SLAB FOOTING
3/4m = 1' -0"
MONITIN
11' -4"
It I
3/8w = 1' -0"
■
W c
c
c
126
IL
0
c
SM
Im
c
RAM
Um
Elm
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