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Attachment 2 - Traffic Report · MCU13/0251

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APPENDIX B: PAGE 1 OF 5: JOINT EXPERT REPORT FROM PREVIOUS APPROVAL




13.s.12.5                           Page - 12


[OCR of page images]
HEH T CHE

HOLLAND TRAFFIC CONSULTING [2

APPENDIX B: PAGE 1 OF 5: JOINT EXPERT REPORT FROM PREVIOUS APPROVAL
Planning & Environment Court, Queensland

Scanlan Property Group Pty Ltd -v- Sunshine Coast Regional Council and Others
Appeal No. 2587 of 2008 (Brisbane)

REPORT ON MEETING OF EXPERTS - TRAFFIC 24" July 2009

Robert Holland and Colin Beard

Preamble

Both engineers are aware of their duty in respect of expert evidence to the Planning and Environment
Court in accordance with the Planning and Environment Court Rules 2008, and confirm that no
instructions have been given or accepted in respect of any professional opinions expressed in this joint
report. The only traffic engineering issues relevant in this matter are those discussed below.

Background

A caravan park has operated on the subject site for many years. It is proposed to redevelop the
site with development components which can be summarised as:

Commercial building ground floor restaurant 323 sq.m.

13.8.12.5

Ground floor retail
First floor commercial
Basement car park

Tourist accommodation multi-storey cabins

Main buildings

Ground floor car park

Total on-site parking provision

387 sq.m.

710 sq.m.
53 car parking spaces
14 motorcycle spaces
bicycle racks

2 four bedroom (incl. manager unit)
19 three bedroom

9 two bedroom
30 total
32 shared units (usable as 64 units,
accommodating up to 320 persons)
77 car parking spaces
10 visitor spaces plus a bus bay

140 spaces.

The proposed development is shown on drawings 20517_A-16, A-17, A-18 and others.

Traffic Issues in Dispute

The traffic engineering issues in dispute in respect of the proposed development can be

summarised as:

e The impact of generated traffic on the David Low Way access intersection,

e The adequacy of the proposed on-site parking facilities,

e The adequacy of the on-site servicing facilities, and

e Associated on-site traffic design issues.

Page - 12

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