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34 Elm St - Traffic Assessment - Rev C
Attached to the e-mail MCU18/0158 - 34 Elm St - revised traffic assessment report.
34 Elm St, Cooroy Figure 3 – Sight Distance to the east There is generally clear sight lines to the west as shown in Figure 4 below. Figure 4 – Sight Distance to the west 2.2 Sight Distances Requirements – General Information This sight distance assessment includes the Safe Intersection Sight Distance (SISD) and the Minimum Gap Sight Distance (MGSD) in accordance with Austroads, and the minimum Stopping Sight Distance (SSD) as described in AS2890.1. 2.3 Design Parameters Based on Austroads Guide to Road Design Part 3 Section 5.2.2 a reaction time of 2.0 seconds has been adopted and is considered to be a reasonable reaction time for the Opal St environment. 360 Civil Consulting - Traffic Assessment Page 6 of 13
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