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Noosa VMU RFI Response Lodged 23.11.23 · MCU23/0078
report were derived, also indicates, as expected, that the proportion of drop-in and diverted trips
reduces as the size of a centre increases, and that for centres greater than 35,000m2, those
proportions referenced in the TIA should have a factor of 0.8 applied to them. Thus, the proportion
of new trips should be 70%, not the 60% proportion adopted in the analysis.
g) Assess to the proposed Lot 3 access driveway locations and configurations having regard to the
above.
44. Section 5 (Car Parking Provision) of the TIA is requested to be updated to take account of the following
factors:
a) Lots 3 and 7 are separate allotments, and car parking provisions on each of those two
allotments needs to stand alone in terms of satisfying car parking demands associated with
development proposed on each allotment. Separate car parking assessment for each
allotment needs to be undertaken.
b) Clarify the proposed arrangements for car parking provided for the residential components of
the development. It is currently proposed that residents will need to compete with other
users for car parking spaces, in circumstances where normally there would be separate
secured resident parking areas provided within the carpark.
c) The currently supplied information regarding temporal parking demands for the different
proposed uses in order to support the proposed parking relaxation is insufficient. At a holiday
destination like Noosa, parking demands for each of the proposed uses can reach co-incident
or near co-incident peaks during school holiday periods. There is no information supplied to be
able to determine whether the parking demand profiles derived from Google analytics as
used in the TIA are representative of design parking conditions at Noosa which will occur
during school holiday periods.
45. Section 4 (Design Consideration) of the TIA is requested to be updated to take account of the following
factors:
a) Demonstrate that the access arrangements proposed for Lot 7 are satisfactory in
accommodating future development on the balance of Lot 7.
b) The proposed southern access arrangements for Lot 3, which eliminate the raised central
median in the access driveway, and which require the design service vehicle to drive over
the kerb in “Main Street” when departing the site, are not acceptable in an unconstrained
greenfield environment. Modify the proposed access driveway to rectify those issues and
provide a detailed layout plan depicting the proposed driveway configuration.
c) Demonstrate satisfactory sight lines at the southern Lot 3 access driveway taking account
of the fact that on-street parking in combination with the horizontal curvature of the road
will significantly impede sight lines.
d) Demonstrate satisfactory height clearance for service vehicles accessing the northern
loading dock and loading refuse bins.
e) The proposed configuration of the northern Lots 3 access driveway, having multiple entry
and exit lanes across the verge (with a resultant 18m wide driveway crossing), and its
interaction with the balance of the ground level carpark and the adjacent basement ramp
(having insufficient queuing) will be confusing for users and is not acceptable.
f) Assess how it is proposed to service the large retail tenancy at the south-western corner
of the site.
g) The dual entry lanes on each access to the basement carpark is suggestive of an intent to
gate the basement carpark. If that is the case, then describe and assess how this would
operate, and prepare a carpark management plan detailing pricing strategies, staff
arrangements, resident arrangements, etc, so that Council can fully understand the
implications of such a proposal.
Response:
43. The Traffic Impact Assessment has been updated to provide the following responses/verification:
35
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