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0 10 20 40 6
0
TOTAL
H
FOOTING
VADIH
_��"
TAME (MALL
1.
6' OR 4' PROTO N FENCE WALL
2'-6'
#5 AT 48' O.C.
#5 AT 24' O.C.
2,-('
PER PRODUCT DATA SHEET.
#5 .4k- i +8' O.C.
#5 AT 24' O.C.
#5 AT 16' O.C.
4'-0'
4'-0'
14.4 PSF WINO FORCE 1MTH THE
5'-4'
5'-0'
#5 AT Ir O.C.
#5 AT 10' O.C.
FOLLOWING EXCEPTIONS:
A. ANCHOR BOLT OR FULL
HEIGHT ROD SHALL HAVE
MIN. 12' EMBED INTO MASONRY
�p
RETAINING WALL W/ 3• HOOK.
(GRADE. � �TAINMC WALL
(2) 3.
FINISH
- LM
(3
VERTS Y
20 WHERE OCCURS.
5.
BACKFILL SHALL BE NOM
EXPANSIVE SODS SEE SMS
REPORT.
L
4.0 PERFORATED PIPE W/ 1
/
CU. FT/FT OF GRAVEL (OPMIA-.
(4) •
7.
NOT USED.
8.
6' TO CENTER OF REINFORCMIC►
I ID) /
9.
11' EMBED W/ 30 HOOK.
(6) ls)
10.
2' CLEAR TO VERTICALS . X6.
X16
11.
3/4• WEEP140LE • 10'-O' 0.0
X11)
12.
12' HOOK.
t
11
3-/4 CONT. IN FOOTNIG.
(3)
14.
5-0' MIN. TO DAYLIGHT FROM
BOTTOM OF FOOTING.
1S.
FENCE WALL MAY BE FLUSN W1/
=
FACE OF RETAINING WALL AT
CONTRACTORS OPTION.
1i.
/4 VERT AT 48' O.C. AT OPPOSIX
I
FACE. DOWEL INTO FOUNDATION
Z•
N
FOR RETAINING 3'-11' OR LESS
4'-0' BARS W/O HOOKS OK AT WALLS
P.
RETAINING 4'-a' OR GREATER.
FOOTING REINF.
14 (12) B
(13) 'Y BARS
TOTAL
H
FOOTING
VADIH
_��"
TAME (MALL
FOOTING
REINFORCING
1'-0'
2'-6'
#5 AT 48' O.C.
#5 AT 24' O.C.
2,-('
3`-U'
#5 .4k- i +8' O.C.
#5 AT 24' O.C.
#5 AT 16' O.C.
4'-0'
4'-0'
#5 AT 24' O.C.
5'-4'
5'-0'
#5 AT Ir O.C.
#5 AT 10' O.C.
PROTO N SCREEN WMI ON TOP OF RETMM WKI
NU
WINO 809PH EXP C SOILS REPORT BY KLEINFELDER
16.9 PSF PROJECT #58-527701
ALLOWABLE BEARING = 2000 PSF
ACTIVE PRESSURE - 35 PCF
COEFF OF FRICTION - 0.30
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