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