Edge Pavement Details DWG Detail for AutoCAD

This is a one of the drawing published in MCHW Volume 3. These drawings are published on the webside www.dft.gov.uk

Drawing labels, details, and other text information extracted from the CAD file:

cutting slope, non-pavement verge, hardshoulder, hardstrip or carriageway, sub base, capping, filter material contiguous with filter drain, topsoil, continuous reinforcement

Raw text data extracted from CAD file:

cutting slope non-pavement verge hardshoulder, hardstrip or carriageway DN+50min. 600 min 600 min cutting slope non-pavement verge hardshoulder, hardstrip or carriageway DN+50min. 600 min cutting slope non-pavement verge hardshoulder, hardstrip or carriageway DN+50min. cutting slope non-pavement verge hardshoulder, hardstrip or carriageway DN+50min. 600 min cutting slope non-pavement verge hardshoulder, hardstrip or carriageway 5% DN+50min. sub base capping earthworks outline (eo) filter material contiguous with filter drain 600 min filter drain see note 2 topsoil eo type 1a (flexible carriageway). cutting slope non-pavement verge hardshoulder, hardstrip or carriageway 5% DN+50min. sub base capping earthworks outline (eo) filter material contiguous with filter drain 600 min filter drain see note 2 topsoil eo type 1c (flexible composite carriageway). cutting slope non-pavement verge hardshoulder, hardstrip or carriageway 5% DN+50min. sub base capping earthworks outline (eo) filter material contiguous with filter drain 600 min filter drain see note 2 topsoil eo type 1b (rigid carriageway). cutting slope non-pavement verge hardshoulder, hardstrip or carriageway 5% DN+50min. sub base capping earthworks outline (eo) filter material contiguous with filter drain 600 min filter drain see note 2 topsoil eo type 1d (rigid composite carriageway). continuous reinforcement notes 1. all dimensions are in millimeters. 2. Alternative treatments to top of filter drains are shown on Drawing No. B15. Type V is shown on this drawing. 3. ‘DN’ represents nominal diameter of the pipe. 4. Pipes shall be laid to the levels shawn on the Drawings and schedules.