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T.P.D.M.V.2.3
(Al/2001)
Diagrams
3.3.8.1 Calculation of Gradient for Climbing Lane Purposes
3.3.8.2 Start of Climbing Lane
3.3.8.3 End of Climbing Lane
3.3.8.4 Crest Curve Between Two Climbing Lanes
3.3.9.1 Dual Carriageway Climbing Lane Justification
3.3.9.2 Climbing Lane Provision within Standard Highway Width
3.3.9.3 Start of Dual Carriageway Climbing Lane
3.3.9.4 End of Dual Carriageway Climbing Lane
3.4.5.1 Minimum Turning Tee for Heavy Goods Vehicles and Turning Circle for Cul-De-Sac
3.4.5.2 Minimum Turning Areas
3.4.7.1 Traffic Islands at Tee Junctions
3.4.7.2 Traffic Islands at 4-way Junctions
3.4.10.1 Police Observation Platform, Typical Layout, Elevation and Section
3.4.12.1 Trunk Roads, Typical Cross Sections
3.4.12.2 Primary Distributor Roads, Typical Cross Sections
3.4.12.3 Dual Carriageway Roads, Typical Cross Sections
3.4.12.4 4-Lane Roads, Typical Cross Sections
3.4.12.5 Urban Single Carriageway Roads, Typical Cross Sections
3.4.12.6 Rural Single Carriageway Roads, Typical Cross Sections
3.4.12.7 Service Roads, Typical Cross Sections
3.4.12.8 Industrial Access Roads, Typical Cross Sections
3.6.3.1 Details of Footway Vehicle Crossing
3.6.3.2 Footway Crossing for Vehicle Entrance (For Skew Run-in)
3.6.3.3 Footway Crossing for Filling Stations
3.6.3.4 Visibility Area at Run-ins
3.7.2.1 Ramping of Kerb and Footway at Designated Pedestrian Crossing
3.7.3.1 Indication of Zebra Pedestrian Crossing
3.7.3.2 Indication of Zebra Controlled area
3.7.4.1 Typical Signalised Crossing Layout
3.7.7.1 Cross-Section of a Typical Segregated Subway for Combined Use
3.7.7.2 Stopping Sight Distance for Cyclists
3.9.2.1 Tubular Railings
3.9.2.2 Type 2 Railings
3.9.3.1 Typical Barrier Fences
3.10.2.1 Typical Road Tunnel Cross Section