file66316.pdf

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Issue B 69 19. Turning Areas Turning Provision 19.1 It is desirable for road layouts to be designed so that service vehicles do not need to reverse on the public road. Wherever practicable this should be achieved by the provision of access roads in the form of loops off the LOCAL DISTRIBUTOR ROADS, thus avoiding the need for turning areas and minimising dead mileage for delivery and service vehicles. Turning Areas 19.2 In general, roads not of loop form (i.e. culs-de-sac) should preferably terminate in turning circles, which can be negotiated by all vehicles in forward gear. Where lack of space precludes the creation of a turning circle, or as a temporary solution as part of phased development, turning heads may be substituted, but the attendant dangers of reversing service vehicles should not be over looked. Any cul-de-sac over 110 metres long should have a turning circle. Geometry 19.3 The dimensions of turning areas should suit the characteristics of the largest vehicle making regular use of the facility. In Residential Roads these will normally be refuse collection vehicles, while in industrial/commercial development it may be necessary to cater for 15.5 metres long articulated vehicles or 18 metres long draw-bar trailers. The turning areas detailed in Figures 19.1, 19.2 and 19.3 are based on the turning circles between kerbs of these vehicles. Body Overhang 19.4 Where there is no adjacent footway, turning areas shall be provided with 2 metres wide verge or margin to allow for any overhang of vehicle bodies when manoeuvring. Parking 19.5 The layout of a development should be designed to discourage casual parking in turning areas. This may be achieved either by locating turning circles well clear of frontage development, or by arranging that premises and designated parking bays take access via the turning area. Informal Courtyards 19.6 In residential areas the use of less formal shapes for turning heads may be acceptable. Note that the shape should still incorporate the basic tuning head dimensions and be formed using standard radius kerbs.

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Page 1: file66316.pdf

Issue B

69

19. Turning Areas

Turning Provision

19.1 It is desirable for road layouts to be designed so that service

vehicles do not need to reverse on the public road. Wherever

practicable this should be achieved by the provision of access

roads in the form of loops off the LOCAL DISTRIBUTOR

ROADS, thus avoiding the need for turning areas and

minimising dead mileage for delivery and service vehicles.

Turning Areas 19.2 In general, roads not of loop form (i.e. culs-de-sac) should

preferably terminate in turning circles, which can be

negotiated by all vehicles in forward gear. Where lack of

space precludes the creation of a turning circle, or as a

temporary solution as part of phased development, turning

heads may be substituted, but the attendant dangers of

reversing service vehicles should not be over looked. Any

cul-de-sac over 110 metres long should have a turning circle.

Geometry 19.3 The dimensions of turning areas should suit the characteristics

of the largest vehicle making regular use of the facility. In

Residential Roads these will normally be refuse collection

vehicles, while in industrial/commercial development it may

be necessary to cater for 15.5 metres long articulated vehicles

or 18 metres long draw-bar trailers. The turning areas

detailed in Figures 19.1, 19.2 and 19.3 are based on the

turning circles between kerbs of these vehicles.

Body Overhang

19.4 Where there is no adjacent footway, turning areas shall be

provided with 2 metres wide verge or margin to allow for any

overhang of vehicle bodies when manoeuvring.

Parking 19.5 The layout of a development should be designed to

discourage casual parking in turning areas. This may be

achieved either by locating turning circles well clear of

frontage development, or by arranging that premises and

designated parking bays take access via the turning area.

Informal Courtyards

19.6 In residential areas the use of less formal shapes for turning

heads may be acceptable. Note that the shape should still

incorporate the basic tuning head dimensions and be formed

using standard radius kerbs.

Page 2: file66316.pdf

Issue B

70

Figure 19.1: Industrial Turning Circle and Banjo

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Page 3: file66316.pdf

Issue B

71

Figure 19.2: Industrial and Residential Hammerhead

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Page 4: file66316.pdf

Issue B

72

Figure 19.3: Industrial and Residential Road Stubs

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