Basic HTML Version
2
Cross Section of Typical
Retained Soil Wall
Soil Reinforcement Mats
Finished Grade
Select Backfill
Mass
Coping
Leveling Course
Face of Wall
Back of Wall
Extents of Wall
Back Face Elevation
Trowel Finish
Third Mat
Row When Req'd
Double Panel
Anchors
Outside Dims to C of Joint
Mat Width Will Vary - See Elevation
Drawings For Mat Designations
Type K - 1''-6" (.457M) Wide
Type J - 2'-3" (.686M) Wide
1'-11 " [.589M]
3__
16
3'-8" [1.117M]
1'-11 " [.589M]
3__
16
1'-6" [.457M]
1'-6" [.457M]
1'-6" [.457M]
1'-6" [.457M]
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