HomeMy WebLinkAbout205.10"x3"
4
GRATE SUPPORT (TYP.)
SIDE END V V END _ v
GRATE SUPPORT DETAIL
(SIX SUPPORTS REQUIRED)
ISOMETRIC
(SHOWN WITH TYPE 2 GRATE)
2" MIN.
SECTION B )
NOTES
1 - The top of the inlet shall be placed at ground level to present an unob-
structed ditch or median section.
2. Bevel or round exposed concrete edges 1/2".
3. Pipes may enter through the knockouts at any reasonable angle provided
the outside of the pipe can be contained within the knockout provided.
4. The grade line of the lowest inlet pipe shall enter the structure at an ele-
vation equal to or higher than the grade line of the outlet pipe.
6. All pickup holes shall be grouted full after the inlet has been placed.
6. The steel angles shall be set so that each bearing bar of the grate shall
have full seating on both ends. The finished top of concrete shall be
even with the grate surface.
7. The amount, type, and grade of reinforcing steel is the responsibility of
the manufacturer.
s. The inside wall taper for form removal shall not result in any wall section
thinner than 6" except in pipe knockout areas.
s. Precast inlets shall be marked with the manufacturer's identification on
the inside of the structure in some readily accessible location.
+ + PUBLIC WORKS DROP INLET TYPE 2 STD. PLAN — 205.10
DEPARTMENT
MARCH 2008