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Provision for parking may conveniently be thought of in three categories:
Geometric design standards for parking facilities should take into account not only the operational disadvantages of under-design but also the financial disadvantages of over-design. In some sections of parking design standards lower than the ideal can be tolerated. Sections of parking facilities can be divided into two categories – critical areas and non-critical areas. Non-critical areas will usually be designed to satisfy about 85% of common vehicles and hence the 85 percentile design vehicle is used. Critical areas must be designed to cater for all vehicles (or, economically, nearly all vehicles) so that a 99 percentile design vehicle is used.
| Description | Dimension (m) 85 percentile |
Dimension (m) 99 percentile |
| Overall length | 4.74 | 5.37 |
| Overall width | 1.86 | 1.89 |
| Front overhang | 0.813 | 0.996 |
| Rear overhang | 1.100 | 1.300 |
Angle parking is more convenient than parallel parking but it invariably produces a much higher accident rate than parallel parking at the same location. Angle parking is not adaptable to commercial vehicles and requires substantially larger street widths. The angle parking manoeuvre is easier to accomplish and causes less interference to traffic than the parallel parking manoeuvre, but the unparking manoeuvre is not as easily executed. Other disadvantages are that motorists drive more slowly when looking for vacant spaces and the car’s overhang at the kerb is greater interfering with pedestrians, awning posts, and signs on the footway. Angle parking accommodates more cars for a given length of kerb than parallel parking.
The decision on the type of parking allowed in any street must be based on:
Although some establishments provide off-street loading and unloading bays, most loading and unloading takes place at the kerb and provision for loading zones must be made. The length of loading zones can vary greatly depending on the number and type of establishments served by each zone and the usual type of vehicles using the zone. The recommended minimum length is 9 m.
Where vehicles have direct access to parking spaces from main traffic lanes they may cause unnecessary interference with through traffic, reduce the traffic flow, and produce a greater proportion of accidents.
The design problem for off-street parking areas is basically one of layout of parking spaces, both to maximise the number of parking spaces and also to facilitate circulation and access to those spaces. Layouts usually involve either angle or perpendicular parking. Parallel parking is rarely used, except perhaps at the boundaries of the area where insufficient space may remain to allow any alternative arrangement.
The majority of car parks in Australia are constructed with 90° parking because it produces the most efficient layout in most cases.
Design for efficient circulation of vehicles within a parking lot should aim at ease of movement around the site and safety for both vehicles and pedestrians. A definite circulation plan should be developed, taking into account the different activities which occur at the site; for example, the design for a supermarket parking area should allow for pedestrian movements, parcel pickup, deliveries, etc.
Site entry and exit is always an important component of the design. The location of entry and exit points depends not only on conditions and activities within the site, but perhaps even more importantly on interactions with traffic on the road or roads adjacent to the site. In some instances it will be more efficient to combine entry and exit at the one location, while in other cases internal circulation and external traffic considerations will indicate that separate entrances and exits should be provided. Allowance for adequate queue storage space is another issue associated with entry and exit, especially the avoidance of queues extending into the street at entrances.
Special problems may have to be considered in the design of parking areas for public facilities such as sports arenas and concert halls, which have very large demands concentrated over short periods. Circulation and entry/exit design must aim for maximum efficiency to enable rapid evacuation of the parking area as the conclusion of the event attended by the parkers.
The special problems associated with multi-level car parks can be summarised as follows:
A significant proportion of off-street parking facilities, however, do not fall into the above category and their method of operation depends upon whether self-parking or attendant parking is to be used and involves the administration of parking fees.
Brisbane City have information on Carparking within the City. Some people that park in Brisbane are not aware that in the Central Traffic Area (the Central Business District and surrounding areas) the parking time limit is 2 hours, even if the parking space is not designated with a time limit.
Page last modified 25 June 2002.