Basic HTML Version
2
Front Face Elevation
1__
2
Nominal Erected Dimension = 6'-0 " (1.841M) H
C C
7'-6 " (2.296M)
to of Panel Joints
3__
8
Finish as Specified
in Contract Documents
1/2" HDPE
Bearing Pad
3__
8 7'-6 " [2.296M][NOM]
C C
to of Panel Joints
6'-0 " [1.842M][NOM.]
1__
2
C C
to
FIGURE 3
FIGURE 2
Cross Section of Typical
Retained Soil Wall
Back Face Elevation
Mat Width Will Vary - See Elevation
Drawings for Mat Designations
Type W - 12” Wide
Type Y - 6” Wide
Connection Anchor
(TYP.)