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FINISHED
FRONT VIEW
10 Wp.
5 3/4" x 3/4" DIAM. THREADED
1 1/2"
3 1/2" 4"
ROD, 4" EMBEDMENT WITH
(TYP.)
TYP
(TYP)
1"
1" MAX.
MAX.
HEX HEAD NUT (TYP.)
3/4" MAX. (TYP.)
Y
D-2"
SEE NOTE 1
INSTALL RESIN BONDED
SECTION OA
ANCHOR (TYP.)
10" TYP.
5 3/4" x 3/4" DIAM. THREADED
11/2"
3 1/2" 4"
ROD, 4" EMBEDMENT WITH
(TYP.)
TYP.
(TYP.)
C
HEX HEAD NUT (TYP.)
3/4" MAX. (TYP.)
ZJ7(V
1" M SEE NOTE 1
1" MAX.
INSTALL RESIN BONDED
4ARIES
ANCHOR (TYP.)
SECTION O
7/8" DIAM. HOLE
SECTIONCO
3/8"x 4" x 10"
STEEL PLATE
HEADWALL - SEE
STD. PLAN B-75.20
FOR DETAILS SAFETY BAR (TYP.)
ISOMETRIC VIEW
2T INVERT
RESIN BONDED
ANCHOR (TYP.)
3 1/2'. x 31/2" BLOCKOUT (TYP.)
- FIELD- CUT CULVERT TO MATCH
BLOCKOUT IN HEADWALL
CULVERT PIPE
OR PIPE ARCH
NOTES
1. D = Inside Diameter of Culvert Pipe, or Pipe Arch Span Width, 36" maximum.
(TYP.)
1/� 2. The distance between the safety bars, and between the top bar and the culvert
3" x 3" x 5/16" crown, shall be equal spaces of no more than 24". The distance may vary 3Ysa1"
STRUCTURAL TUBING between bars to facilitate placement.
3.
Slope shall match Side Slope; 6H:1 V preferred, not steeper than 41HAV.
G~�Y Grp STD. PLAN - 222.20
PUBLIC WORKS TYPE 2 SAFETY BARS
DEPARTMENT FOR CULVERT OR PIPE MARCH 2008
ARCH (ON CROSS ROADS)