X 0 ~ E g
• ::i5 X CX)
0 _I ~ E N
• N
1-1/2:1 sloping backfill or 250 psf live load surcharge
@Bors
5 @ 16"
4 total 5
w
TYPICAL SECTION over 3'-8"
Edge of Footing
PLAN
H=5'-4" H=3'-8"
ELEVATION Horizontal reinf. not shown
DIMENSIONS AND REINFORCING
H (max) 5'-4"
T (min) 0'-10"
W (min) 3'-10"
@Bars #4@16"
@Bors #6@16"
Mox Toe 2,000 psf Pressure
NOTES: 1. See C- 7 and C-8 for additional notes and details. 2. Fill all block cells with grout.
Layout Line
1-1 /2: 1 sloping backfill or 250 psf live load surcharge
Ke #5 @ 16"
r
X 0 E~
0 • 0
'? ::i5
7~ :::c:
#4 total 2 3" " (.)
12" 12" 11"
w
TYPICAL SECTION 3'-8" max
STEEL
3'-8"
0'-8"
2'-9"
--#4@16"
1,400 psf
Revision By Approved ORIGINAL Parkinson
Date 2/95
SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE
Add Metric T. Stanton
Delete Metri S.S. T. Shell
03/03
03/11 MASONRY RETAINING WALL TYPE 6 (LIVE LOAD SURCHARGE OR SLOPING BACKFILL) DRAWING
NUMBER C-6