CEMP-E
TI 810-32
10 January 2002
STD. SIDEWALK
BROOM FINISH
W.W.F. 6X6-W1.4XW1.4
EDGE
1" CLEAR
#4 BARS@
#4 BARS@
1/4 " NEOOPRENE
8" O.C.
16" O.C.
PAD (TYP.)
1" CLEAR
#4 BARS@
12" O.C.
6" TYP. MIN.
#5 BARS@
12" O.C.
2 1/2 " CLEAR
2 1/2 " CLEAR
SEE TABLE 4-3 FOR TRENCH
*
DIMENSION SCHEDULE.
TRENCH & COVER REINFORCING
NO SCALE
NOTE TO THE DESIGNER:
TRENCH REINFORCEMENT AND CONCRETE THICKNESS SHALL
DE DETERMINED BY A STRUCTURAL ENGINEER BASED ON SITE
SPECIFIC LOADS AND SOIL PROPERTIES. REINFORCEMENT
SHOWN IS THE MINIMUM REQUIRED.
Figure 4-7. Typical Trench Section.
4-10
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