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RFI - Traffic Engineering Report
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Based on the above distribution the traffic generated by the proposed development peak hour period is
shown in Figure 7-2 below.
K atharina Street
TRAFFIC NETWORK DIAGRAM
Traffic Generation
ALL VEHICLES Serenity Close
Banksia Avenue
Legend:
Weekday AM Peak*
Weekday PM Peak*
Weekend PM Peak*
86 71 44
DEVELOPMENT SITE 0 0 0
0
0 47 84 94
0
Cor al Tr ee Avenue
Gr ant Road
0 47 42 24 26 30 30
0 0 0 0 21 25 25
47 42 24 0 13 15 15
Noosa Drive
12 12 21 23
13 21 26 21
23 Sunshine Beac h Road
Figure 7-2: Traffic Generation (vph)
Site: 3-7 Serenity Close, Noosa Heads – Proposed Resort Complex 25
Reference: 22BRT022 RP01_1
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