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MCU14/0106 & OPW15/0001 Town Planning Report & Appendix A Code Compliance
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Town Planning Report
28 Eenie Creek Road, Noosaville and parts of the road reserves of Hofmann Drive and Walter Hay Drive
Specific Outcome Probable Solution Response
b) loading and manoeuvring areas for AND
delivery and service vehicles
S8.2 The number of loading bays is not less than the minimum R8.2 Complies
number specified in Table 14-51. A relevant type of use in Table 14-51 was not applicable for service
vehicle loading bays. As discussed in Appendix D – Traffic Impact
Assessment, a review of the supplied loading bays has determined
that this supply is sufficient.
O9 Parking areas are located where they will S9.1 Carparking areas are accessed from rear laneways where R9.1 Alternative Solution
not unduly conflict with pedestrians and will practicable. Car parking areas are located both at-grade and in undercroft
not dominate the streetscape. arrangements. The layout and design of access points are not
considered to conflict with pedestrians or dominate the streetscape.
Refer to Appendix D – Traffic Impact Assessment.
O10 Provision is made for a reasonable number S10.1 Carparking spaces are provided for people with disabilities at R10.1 Complies
of on-site carparking spaces identified and the rate specified in Section 2.4.5 of AS 2890.1 – Parking Car parking spaces are provided for people with disabilities at the
reserved for people with disabilities. Facilities (Part 1: Off-street Carparking). rate specified in AS 2890.6 – Off-street parking for people with
disabilities.
Refer to section 7.3 of Appendix D – Traffic Impact Assessment
for details of the provided accessible car parking supply.
O11 Access and egress points do not impact on S11.1 Vehicle manoeuvring areas are provided in accordance with R11.1 Complies
the safety and operations of the road Section 3 of AS 2890.1 Parking Facilities (Part 1: Off-street All parking and servicing areas can be accessed in a forward gear in
system. Carparking) so vehicles enter and leave the site in a forward accordance with AS 2890.1.
gear.
Refer to Appendix D – Traffic Impact Assessment.
O12 Parking areas are designed to - S12.1 At locations where pedestrian and vehicle conflicts are likely R12.1 Alternative Solution
a) provide a progressive reduction in speed to occur – Car parking areas are designed in accordance with AS 2890.1
between the external road and internal a) sight distances of at least 2.5 seconds of travel time at the Parking Facilities (Part 1: Off-street Car Parking) which ensures
parking spaces; designated speed are provided; appropriate vehicle speeds, road geometry, safety and sight
b) ensure lower speeds near areas of high b) splayed corners on structures are incorporated; distance.
pedestrian activity through the use of c) landscaping is designed to allow clear views; Refer to Appendix D – Traffic Impact Assessment.
appropriate road geometry or devices
designed to limit speed; and d) sign placement ensures that views are not impeded;
c) maintain sight distances which are
appropriate for the likely operating speeds
in all areas of potential pedestrian/vehicle
and vehicle/vehicle conflict;
O13 A clearly defined pedestrian network is S13.1 In large open car parks with greater than 200 car parking R13.1 Alternative Solution
provided that – spaces, a pedestrian path between parking spaces is The car park layouts and road network accommodate pedestrian
provided on every second aisle; pathways which follow pedestrian desired lines. Pedestrian facilities
a) is located in areas where people will
choose to walk; in the car parks are provided in a safe and accessible manner.
Pathways are provided where pedestrians walk through parking
b) ensures that pedestrian movement aisles.
through car parking areas or structures are
along aisles rather than across them; Refer to Appendix D – Traffic Impact Assessment.
December 2014 Cardno HRP A69
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