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Homes should be provided with suitable access through the provision of private roads, shared private drives, private drives, car parking areas and paths, as appropriate. Private roads, shared private drives, private drives, car parking areas and paths should comply with relevant building regulations.

Where abutting the home, they should be at least mm below the DPC, and laid to falls away from the home unless a channel or other suitable means of collection and disposal is provided. Only suitable fill material comprising clean, well-consolidated crushed rock, hardcore, slag or concrete should be used to make up levels.

Underground drainage or services that are below a private road, shared private drive, private drive, car parking area, path or patio should be protected against damage, as described in Chapter 5. Edge restraint or kerbing should have a profile and foundation, which is suitable to form a permanent supporting edge for the expected vehicle loads on the road or drive. Private roads, shared private drives and private drives should have adequate rainwater drainage and disposal.

Where paving slabs are laid abutting drainage channels and gully grates, etc. Where block pavers are laid abutting drainage channels, gulley grates, etc. Where W3 is 1. The sub-base comprising of a mm thickness of clean, non-frost susceptible well consolidated crushed rock, hardcore maximum size 50mm , slag or concrete, the surface of which is blinded with 25mm of sand. Concrete paths and patios should be not less than 75mm thick and have a tamped or textured finish.

The concrete mix should be suitable to give a durable and frost resistant surface, as described in Chapter 3. Movement joints, not less than 10mm wide, should be provided across the full width of the path at not more than 4m centres.

A movement joint is not required at the abutment with a wall unless the opposite edge of the concrete is also restrained. Issues to be taken into account include: general construction considerations drainage construction details minimum sub-base thickness house paths and patios. DPC levels cover levels of drainage access points. Where entry to the home can be gained directly from a garage, a path to a secondary access door is not required.

Where the secondary entrance is to a mid-terrace home or ground floor flat, a path to a secondary access door is not required. Where a garage, carport or car parking area is provided within the curtilage, a path should be provided to it from the home. Location and use Minimum width of hard standing mm Minimum overall width mm Within curtilage to main entrance, or any entrance designated by Building Regulations.

Notes 1 In the first column, European harmonised names for the pavement layers are with the old UK designations included in brackets. CBR value frost susceptibility of the sub-grade; where susceptible to frost, a suitable capping layer should be included below the sub-base to a suitable depth to ensure that the construction will not be affected by frost heave.

Granular sub-bases should be tested and certified as being non-frost susceptible and non-plastic. Notes 1 Minimum thickness of sub-base may be considered for reduction when using proprietary geogrid, provided they can be adequately justified and designed by an Engineer in accordance with Technical requirement R5. Technical Extra 04 - Good construction practice Landscaping Timbers Menards versus requirements for accessible thresholds. Technical Extra 08 - Log retaining walls.

Technical Extra 09 - The use of recycled and secondary materials in residential construction. Technical Guidance - Guarding to retaining structures. Technical Guidance - Guarding to retaining structures in communal areas. Technical Guidance - Paths used for the removal of refuse.

Technical Guidance - Pedestrian access. Technical Guidance - Profiles for access steps. Technical Guidance - Retaining walls across private gardens. Share this page via email.


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