Curb And Gutter Cross Section

The curb at the same location as the joints in the pave ment.

Curb and gutter cross section.

32 16 00 curbs and gutters. On curb and gutter sections placement of vertical curves should be at the extended gutter line and not closer to the travel lanes unless curb and gutter returns and proper drainage are provided. For curb and gutter sections a buffer space of 4 ft to 6 ft 1 2m to 1 8m between the back of the curb and the sidewalk is desirable. The resulting curb gutter or curb gutter shall equal or exceed that produced by forming.

If not using a slip form process deposit the concrete in the forms to the proper depths spade against the forms and consolidate thoroughly. It is also used for isolated entrances along predominantly open section rural routes. Roadways in urban and suburban areas without curb and gutter require sidewalks which should be placed between the ditch and the right of way line if practical. 32 16 00 curbs and gutters cad drawings.

32 cad drawings for category. Expansion joints are usually re q u i r ed spaced. 2 deposit consolidate and slip form the concrete to the required section. When a separate curb and gutter is used there must be joints in the curb and gutter at all the same lo cations as the joints in the pavement fi g u re 1 eve n though there may also be intermediate joints in the curb and gutter.

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