M90D
Civil/Environmental
- Jul 11, 2017
- 3
We the site civil engineers, are currently working on a development that the street level plaza area will be used for vehicle traffic which is over a parking structure.
The current section thickness is (1FT of road section including drainage board) over a structural slab.
We found drains linked here Link
We provided enough drains that meet the runoff needs of the site and these drains have perforated sides to allow seepage from the pavement into the drainage system.
The issue was raised by the design team that if these drains are covered by debris that they would clog and fail. (Which the site has a handful full of planters at the main entrance, So leaves won't be much of a worry.)
We found "Bridge Deck Drains" which have the surface area opening typically seen in a catch basin but no perforation beneath the body. Which we said maybe to put additional at the structural slab level that don't extend to the pavement level.
Does anyone have similar project experience and design/drain recommendations?
The current section thickness is (1FT of road section including drainage board) over a structural slab.
We found drains linked here Link
We provided enough drains that meet the runoff needs of the site and these drains have perforated sides to allow seepage from the pavement into the drainage system.
The issue was raised by the design team that if these drains are covered by debris that they would clog and fail. (Which the site has a handful full of planters at the main entrance, So leaves won't be much of a worry.)
We found "Bridge Deck Drains" which have the surface area opening typically seen in a catch basin but no perforation beneath the body. Which we said maybe to put additional at the structural slab level that don't extend to the pavement level.
Does anyone have similar project experience and design/drain recommendations?