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