20517 App L.pdf [As Published] · 132007.1259

 

 

 

 

 

 

 

 

 

 

Essence of Peregian Beach Eppell Olsen
Table 5.1 Traffic Generation
Size or Adopted Traffic .
Land Use : No. of Units Generation Rate Traffic Generation
Stand-Alone Cabin 30 cabins 0.4 vph/unit 12 vph
Hostel Units 132 units*** 0.4 vph/unit 53 vph
Office 976sq.m 3.4 vph/100sq.m 33 vph
Restaurant 316sq.m 5 vph/100sq.m- 16 vph
Retail 636sq.m 12.3 vph/100sq.m 78 vph
Total 192 vph

 

 

 

 

** based on independently lockable units.

Based on the above, it is expected that the development will generate 192vph in the road
network peak hour.

5.4 Traffic Distribution

In distributing the proposed development traffic on the surrounding road network, the following
splits have been adopted for the peak periods:

. accommodation development:
- 30% in/70% out during the AM peak period;
- 70% in/30% out during the PM peak period.
. commercial development:
- 95% in/5% out during the AM peak period;
- 10% in/90% out during the PM peak period.

In addition to the above, the following directional distribution has been assumed:

. north to/from Noosa Heads: 60%;
. south to/from Coolum: 40%.

5.5 Summary of Development Traffic Generation

Based on the assumption listed above, the resultant anticipated development traffic volumes
are presented on Figure 5.2.

’ The post development traffic flows anticipated at 2008 and 2018 are shown on Figure 5.3 and
Figure 5.4, respectively. These volumes have been used for the purposes of assessing the
traffic impacts. .

 

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