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Att 2 - Traffic Plan
Attached to the e-mail Retail Bus Type 2 Shop & Salon, Multiple Housing Type 4 Conventional (2 units) & Boundary Realignment (3 lots into 3) - MCU18/0158 & RAL18/0017.
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Log in to see the plans as drawn34 Elm St, Cooroy Table 6 – Summary of EDD for trucks sight distance requirements Design SISD (Minimum) from Sight Distance accounting Speed for vegetation removal Estimate SISD=((DtxV)/3.6)+v^2/(254x(d+0. (truck drivers eye 2.4 m (Frontag Longitudin 01xa)) (m) (from Austroads part above road surface) Approach Direction e Road al Grade 4A section 3.2.2) Speed) (%) (m) EDD Base Case (truck-day) (m) km/h Exit Only Access – West (veh travelling 22 south on Elm St and -2 30 36 turning left onto Opal (60) St) The EDD analysis demonstrates that the proposed access achieves the required SISD for cars and trucks. 2.9 Sight Distance Re-assessment after Sight Distance Improvements and EDD Pruning and removing the low vegetation on the street tree will increase the sight distance from the exit only access to the southbound vehicles approaching from Elm St to approximately 36m. Assessing the SISD for vehicles on the southern access to the southbound vehicles approaching from Elm St using the EDD method, reduces the required SISD to 30m. The revised Summary of Sight Distances which includes the increased sight distance and reduced sight distance requirement, is listed in Table 7 below. Table 7 is a re-assessment of Table 2 accounting for the sight distance improvements and the EDD analysis for the Exit Only Access – West (veh travelling south on Elm St and turning left onto Opal St). 360 Civil Consulting - Traffic Assessment Page 12 of 22
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