Edge Of Pavement Details – Central Reserve Linear Drainage System With Concrete Safety Barrier DWG Detail for AutoCAD

Drawing published in MCDHW

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

central reserve, carriageway, as defined in contract, surfacing, base, sub-base, capping, concrete

Raw text data extracted from CAD file:

central reserve carriageway As defined in contract central reserve carriageway As defined in contract central reserve carriageway As defined in contract surfacing base sub-base capping surfacing base sub-base Geotextile drainage membrane to Drawing No F21 15 Nom. road base if min. depth 90 or ST1 concrete Sealing strip (see Note 4) Drain to Drawing Nos F18, 19 & 20 \W8.01119; TYPE A1 \W5.62672; (Flexible carriageway) central reserve carriageway As defined in contract concrete sub-base capping concrete sub-base Geotextile drainage membrane to Drawing No F21 15 Nom. ST1 concrete Sealing strip (see Note 4) Drain to Drawing Nos F18, 19 & 20 \W7.93057; TYPE A2 \W1.82861; (Proprietary precast system \W5.08607; with rigid carriageway) central reserve carriageway As defined in contract Sealing strip (see Note 4) \A1;Strength class C28/35 concrete (see Note 5) concrete sub-base capping concrete sub-base Geotextile drainage membrane to Drawing No F21 15 Nom. ST1 concrete Sealing strip (see Note 4) Drain to Drawing Nos F18, 19 & 20 \W8.62606; TYPE B1 \W2.48252; (In situ system with rigid carriageway) central reserve carriageway As defined in contract Sealing strip (see Note 4) \A1;In situ slatted linear drainage channel \W5.41463; \A1;NOTES \A1;1. ALL DIMENSIONS ARE IN MILLIMETRES. \A1; Type A (prroprietary precast) and Type B (in situ) systems are applicable to flexible., \A1; flexible composite, rigid or rigid composite carriageway with any neccessary modifications. \A1;2. The sealing strips and the vertical part of the geotextile drainage membrane are \A1; shown for when the linear drainage system is constructed before the pavement \A1; and/or concrete safety barrier. They shall be fixed to the pavement and/or \A1; concrete safety barrier edge when the pavement and/or concrete safety barrier \A1; is cast before the linear drainage system. \A1;3. The geotextile drainage layer and drain to Drawing Nos. F18, 19 & 20 may be \A1; omitted if there is no drainage discontinuity in the pavement and capping layers, \A1; pavement edge when pavement cost before block. \A1;4. Sealing strip to be to Clause 1014 of S.H.W. \A1;5. Concrete between the proprietary system and the URC, JRC, CRCP or CRCP concrete slab \A1; shall be strength C28/35 to a depth of not less than the thickness of the slab. \A1;6. Proprietary precast system and associated bed and backing concrete must be \A1; constructed in accordance with manufacturers' recommendations and be isolated

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, barrier, central, concrete, DETAIL, details, drainage, drawing, DWG, edge, HIGHWAY, linear, pavement, reserve, Road, route, safety, system