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RFI engineering - 20230504 RFI response
a. demonstrate compliance with Section 3.2.2 of Austroads’ Guide to Road Design Part 4A
by calculating the minimum Safe Intersection Sight Distance and demonstrating an
unbroken line-of-sight can be achieved, both longitudinally and from a ‘layout’ perspective;
b. demonstrate compliance with Section 3.2.3 of Austroads’ Guide to Road Design Part 4A
by demonstrating an unbroken line-of-sight can be achieved, both longitudinally and from
a ‘layout’ perspective, for the Minimum Gap Sight Distance between both conflict points
and vehicles travelling along Maple Street; and
c. assume all parking (cars and buses) are occupied when demonstrating an unbroken line-
of-sight.
A traffic assessment has been prepared to validate the adequacy of the sight distances from
the proposed access with respect to the above points.
It found that with the removal of the two on-street spaces immediately north of the
proposed driveway access, the development would be able to achieve the required lines
of sight to the north. Although a bus in the bus bay would obstruct the sight lines, it is
considered that the transitory nature of the bus passenger pickup and drop off the bus does
not represent a permanent obstruction. As drivers will typically have heightened alertness
due to the requirement to give way to buses, they are more likely to be cautious in passing
which will ensure safety of the access.
Assessment of the line of sight to the south found that due to the topography and presence
of on-street parking, the required lines of sight weren’t able to be achieved without further
loss of on-street parking. The development therefore proposes a left out only exit which will
be signed to ensure compliance.
Issue: Earth Bank Discharge
3. Provide additional detail demonstrating where and how the runoff from the proposed
Earth Bank will discharge. The additional detail must be prepared by a suitably qualified
person (RPEQ – Registered Professional Engineer of Queensland).
The earth bank proposed for the erosion and sediment controls is a diversion berm which
will intercept clean run-off from the upstream catchments (the existing dwelling to be
retained) and divert it around the site works separating the non-polluted water from the
sediment laden run-off from within the works area. The outlet will discharge at the level of
the exterior surface through a rock energy dissipating outlet to prevent scour of the verge
and minimise impacts to pedestrians.
Issue: Passing Opportunity & Vehicle Manoeuvrability
4. Provide additional detail demonstrating how the internal driveway between Chainages
40 and 80 will function to avoid vehicle accidents. The additional detail must be prepared
by a suitably qualified person (RPEQ – Registered Professional Engineer of Queensland) and
include, but not be limited to:
P +61 7 5211 1003 A 75 Noosa Dr, Noosa Heads Qld 4567 E [email protected] recorconsulting.com
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