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MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan
Plans and drawings
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Log in to see the plans as drawn Corner Myall Street & Ferrells Road Cooroy, QLD 4563
Driveway and Carparking Code
Driveways and Carparking Code
Specific Outcome Acceptable Solutions/Probable Solutions Compliance
people with disabilities. in Section 2.4.5 of AS 2890.1 – Parking
Facilities (Part 1: Off-street Carparking).
O11 Access and egress points do not impact on the S11.1 Vehicle manoeuvring areas are Refer to Traffic Engineering Report prepared
safety and operations of the road system. provided in accordance with Section 3 of AS by others. Typical.
2890.1 Parking Facilities (Part 1: Off-street
Carparking) so vehicles enter and leave the
site in a forward gear.
O12 Parking areas are designed to - S12.1 At locations where pedestrian and Refer to Traffic Engineering Report prepared
a) provide a progressive reduction in speed between vehicle conflicts are likely to occur – by others. Typical.
the external road and internal parking spaces; a) sight distances of at least 2.5 seconds of
b) ensure lower speeds near areas of high travel time at the designated speed are
pedestrian activity through the use of appropriate provided;
road geometry or devices designed to limit speed; b) splayed corners on structures are
and incorporated;
c) maintain sight distances which are appropriate for c) landscaping is designed to allow clear
the likely operating speeds in all areas of potential views;
pedestrian/vehicle and vehicle/vehicle conflict; d) sign placement ensures that views are not
impeded;
O13 A clearly defined pedestrian network is S13.1 In large open car parks with greater Refer to Traffic Engineering Report prepared
provided that – than 200 car parking spaces, a pedestrian by others. Typical.
a) is located in areas where people will choose to path between parking spaces is provided on
walk; every second aisle;
b) ensures that pedestrian movement through car
parking areas or structures are along aisles rather
than across them;
O14 Provision is made for pedestrian and vehicular S14.1 No probable solution identified; Refer to Traffic Engineering Report prepared
queues at conflict points; by others. Typical.
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