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MENEM M N
Oct
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PRECAST CONCRETE WALL CAP —
RADIUS 1 1/2" ■= Z
ABOVE PIPE, L
---------------------------------- a SMOOTH WET Z
CONC. w/ Q�
VISQUEEN = 5
MENEM
FI LL w/ a
i 19'-0" i CONC. = Z
8" TYP �j 6"0 STEEL PIPE W
W BOLLARD, `°
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MENEM
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CONCRETE MASONRY UNIT DUMPSTER M Z w -
SLAB GRADES TO DOORS 2.00% MAX. ENCLOSURE W/ STUCCO EXTERIOR. TOP OF W a 00
i SEE GRADING PLANS. i GRADE, PER ~ 0
U) -
SITE PLAN uj Q
d
6" CONCRETE SLAB
6" 0 PIPE BOLLARD w/WIREMESH REINFORCING 6" 0 PIPE BOLLARD a
(13x13-d5) o/6" COMPACTED
GRAVEL BASE DOORS AS SHOWN IN PLAN VIEW ON GRADING a �C)S�pNAL FNc�
Ln o SHEETS. *NOTE NOT ALL ENCLOSURES HAVE a_ 0 1 , 2F
I MAN DOORS & DOOR LOCATIONS VARY. o ° .° 16"0 CONCRETE �� %022
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BFOOTING
OLLARD FOR 6"0 N17882
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OF
6" 0 PIPE BOLLARD i `\ 6" 0 PIPE BOLLARD a ��N S. CAP
„ MINA ` CONC. SLAB d
9 -5 I� 9 -5 ° _ CHECKED BY:
4 \ a 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
TOP OF CONCRETE
'qV6 -8 TOP OF GATE "
6 -4 0 -8 �
U
W
VERTICAL #5 BAR AT 32" O.C.
6" PIPE BOLLARD
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L4x4x3/8 STEEL ANGLE 0 FILL CMU'S W/ GROUT (TYP) N
FRAME (BRACE AS NEEDED) _ >
DUMPSTER GATE w/METAL B' 7 BARREL HINGE w/GREASE FITTING (TYP), 00 Li Z
DECKING WELD TO GATE FRAME and BOLLARD
TOP OF SLAB
vh 0 —0 _ v
24" CANE BOLT, PROVIDE CONTINOUS BOND BEAM
FOUNDATION SYSTEM A RECESSED PIPE SLEEVE I (2) #5 BARS CONTINOUS _
MIN. 6" INTO GROUND � I
(3) #4 BARS CONTINUOUS aaaaJ
a A
FRONT ELEVATION
o�o 0 6" CONCRETE SLAB
0 -8 6" 3/4"- GRAVEL BASE
Q
0 0 0 •� ' o 0 0 'Nr
PRECAST CONCRETE WALL CAP I .
o VERTICAL #4 BAR AT 16" O.C. L.L
3'-5" 13,_7„ D 0 o STANDARD HOOK INTO FOOTING
TOP OF GATE TOP OF CONCRETE
o (ALTERNATE DIRECTION OF HOOK)
6 -4NIN SLAB +6 -8" L 2'-6" I ' I0
(3) #4 BARS CONTINUOUS W Q
s" 0 PIPE BOLLARD NIN J
FOOTING/WALL SECTION
8" 0 PIPE BOLLARD 6" CONCRETE SLAB w/WIREMESH Z
REINFORCING (1303-d5) o/6" Q
COMPACTED GRAVEL BASE
TOP OF SLAB U TOP OF SLAB
IV 0'-0"
" >
FOUNDATION SYSTEM 0 V J
TRASH ENCLOSURE DETAILS W
SIDE ELEVATION — N TS— r 1 ZI
A
ULL
[TYPICAL BOTH SIDES] Q
PRECAST CONCRETE WALL CA
TOP OF CONCRETE 19'-0" - 8" THICK
SLAB +6 -8 Z0
NNW-- V) W
kw- NK % % --IN,i <
TOP OF SLAB
FOUNDATION SYSTEM
DATE:
8-25-2023
PROJECT:
REAR ELEVATION C2022-006
SHEET
3 ,, 7