Drawing From Highway Construction Details 700 Series DWG Detail for AutoCAD

Drawing From Highway Construction Details 700 Series DWG Detail for AutoCAD

Drawing from Highway Construction Details 700 series

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

plan, section a-a, elevation, section b-b, ditch lining detail, section c-c, flow, revetment in precast concrete blocks, water level, river bed, pipe bedding as specified, section through ditch invert, notes

Raw text data extracted from CAD file:

150 600 150 175 150 150 900 or D + 300 (whichever is the greater) 300 min 100 min X 75 X H 150 100 150 TYPE 4 HEADWALL PLAN SECTION A-A TYPE 4 HEADWALL ELEVATION SECTION B-B DITCH LINING DETAIL ELEVATION SECTION C-C FLOW revetment in precast concrete blocks 150 A A reinforcement mesh type A393 to BS 4483:1998 with 40mm cover on underside \W7.13415; concrete \W7.12602; fillet water level river bed 600 150 insitu concrete Class ST4 175 150 pipe bedding as specified 150 B B 900 or D + 300 (whichever is the greater) section through ditch invert 300 min 100 min X 75 insitu concrete Class ST4 pipe bedding as specified B B C C section through ditch invert insitu concrete Class ST4 X H 600m x 600mm x 63mm precast concrete paving flags 150 100 NOTES \A1;1. All dimensions are in millimetres unless stated otherwise. \A1;2. Headwall and ditch lining dimensions: \W5.41463; \A1;a. H = height of ditch lining from ditch invert level, \W5.41463; \A1;b. X = width of ditch invert, and \W5.41463; \A1;c. D = internal diameter of pipe. \A1;3. Refer to drainage schedule an Appendix 5 / 1 or scheme specific contract drawings for pipe diameter and ditch side slope gradient. \A1;4. Precast concrete paving flags shall comply with BS EN 1339:2005 \A1;5. Concrete finishes shall comply with S.W.H. Clauses 2406 and 2412 \A1;6. Brickwork shall be English bond and comprise Class B clay engineering bricks to BS EN 771-1:2003, \A1; bedded or mortar. Brickwork shall comply with S.H.W. Clauses 2406 and 2412. \A1;7. Mortar shall comply with S.H.W. Clause 2404 designation (i). \A1;8. The nearest pipe joint on pipes where diameter 'D' is greater than 375mm shall be no more than 1m from the outer face of the headwall. \A1;9. On type 4 headwalls, the angle between outfall pipe and direction of flow on the watercourse shall be 45° unless otherwise directed by the Overseeing Organisation. \A1;10. Environment agency approval is required where Type 4 headwalls dischrge into natural watercourses. 150

Language	English
Drawing Type	Detail
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, construction, DETAIL, details, drawing, DWG, HIGHWAY, pavement, Road, route, series