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For vehicles to access driveways from the public road there are two types of entrance, known as a vehicle crossing, depending on the type of vehicle using the driveway: light duty or heavy duty.
For this section, a driveway is either for private residential use or for users of, and deliveries to, warehouses and shops or similar, known as commercial units.
Driveways shall not drain surface water onto public roads and footpaths, including sustainable drainage systems. The maximum gradient shall be 1 in 25 (4%).
This type of crossing is typically used for single-use driveways used by a small number of cars and not lorries. If a footpath exists, it shall continue uninterrupted in front of the driveway.
The road kerbs as detailed in the Kerbing and concrete section shall be laid 25mm above the edge of the road.
Example vehicle entrance drawing (PDF) is provided as a typical detail for reference only. Scheme-specific versions may be required.
If the vehicle entrance crosses a sustainable drainage system (SuDS) and is designed to drain surface water into the SuDS, the road kerb shall be positioned in reverse with the square edge at the same level as the edge of the road.
Example vehicle entrance with SuDS drawing (PDF) is provided as a typical detail for reference only. Scheme-specific versions may be required.
A footpath edging as detailed in the Kerbing and concrete section shall be laid between the driveway and crossing and set to achieve the maximum gradient of 1 in 25 (4%).
A light duty crossing shall be constructed as detailed in the Road build design section, with the following:
This type of crossing is typically used for multi-use driveways used by a higher volume of cars and lorries.
Driveways which serve a maximum of nine houses or a maximum of one commercial unit may include kerbing to the same requirement as a light duty crossing above, with the crossing depth built to the Road build tables.
Driveways serving more than nine houses or more than one commercial unit shall have kerbing installed as described in the Kerbing and concrete section either side of the crossing, with a sufficient radius to enable lorries to remain on the crossing whilst turning in and out of the driveway.
A channel block shall be used between the driveway and crossing as detailed in the Kerbing and concrete section.
The crossing depth shall be constructed to the Road build tables with a 40mm surface course made of hot rolled asphalt material as detailed in the Road build design section.
Alternatively, the crossing may be constructed with 150mm Type 1 sub-base and 200mm of C40/50 concrete, as detailed in the Road build design section.