HomeMy WebLinkAbout204.6020" x 24",
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
#6 BARS @ 7" SPACING
2" (TYP.) l�
12� I
1" MIN.
1/2" MAX.
84" or 96" FLAT SLAB TOP
20" x 24",
24" DIAM., 48" DIAM.
OR 54" DIAM. HOLE
#5 BARS @ 6" SPACING
2" (TYP. 4—
o� 1" MIN.
2 1/2" MAX.
72" FLAT SLAB TOP
#4 BARS @ 6" SPACING
20" x 24" OR
24" DIAM. HOLE
2" (TYP.)
1" MIN.
2 1/2" MAX.
48", 54", or 60" FLAT SLAB TOP
TYPICAL ORIENTATION
FOR ACCESS AND STEPS
6.
j6" OR 12"
ECCENTRIC CONE SECTION
R HOOP FOR 6"
TWO #3 BAR HOOPS FOR 12"O
12^ (TYP.)
v
6"
12"
PREFABRICATED LADDER
34"
<�>ONE #3 BAR HOOP 4„ i
�5--
12" MIN.
STEP
RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION
1.0 As an acceptable alternative to rebar, wire mesh having a
minimum area of 0.12 square inches per foot may be used
for adjustment sections.
Y � STD. PLAN - 204.60
y + PUBLIC WORKS MISCELLANEOUS DETAILS FOR
�No DEPARTMENT DRAINAGE STRUCTURESIf MARCH 2008
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