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MCU14/0056 - Attachment K -Traffic Impact Assessment
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PEKOL TRAFFIC & TRANSPORT Figure 4.4: SITE ACCESS LAYOUT f Myall Street (North) ssanay aS Myall Street (South) Table 4.6: MYALL STREET / SITE ACCESS INTERSECTION OPERATIONS Evening Peak 2016 Post Development 23% 0.5 Myall Street (North) - Ahead 2026 Post Development 28% 0.7 Myall Street (North) - Ahead Saturday Peak 2015 Post Development 19% 0.4 Myall Street (North) - Ahead 2025 Post Development 23% 0.6 Myall Street (North) - Ahead Table 4.1 demonstrates that the Myall Street / Site Access intersection is expected to experience “excellent” operations during all periods. In all post-development scenarios, the 95th percentile queue lengths are predicted to be minimal. P:\2012-13\13-082 MYALL STREET, COOROY\REPORTS\MYALL STREET, COOROY TIA.DOCX 20
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