Subgrade surface drainage ditches, swales, ditches, jump chute and wells, drains shall be of a lot more than design water level 0~2m.Side ditch cross section of rectangular trapezoid, lateral slope of 1:1, depth: 0.5M, ditches should be consistent with the road longitudinal slope longitudinal slope and not less than 0.3%, ditches the masonry stones, ditches the length should not exceed 500m. Drain using masonry rubble, cross section of trapezoid, slope using 1:1, depth and width of not less than 0.5M, bottom longitudinal gradient of not less than 0.5%. Drain farmland section of masonry rubble l-shaped gutters,, ditch deep and wide at the end of the 0.5M, fields, and farmland located road boundary wall, not the field drains using masonry stone drains, trench depth and bottom width of 0.5M, in the slope of 1:1.
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