Request for Further Information - 010.2007.00001259.001 [As Published] · 132007.1259

12.   A Fire Management Plan prepared by an appropriately qualified consultant
      identifying fire mitigation measures to address the potential threat of bushfire.
Motorcycle & Motor Scooter Parking
13.   A written submission or revised plans as appropriate addressing Planning
      Scheme Policy – Motorcycle & Motor Scooter Parking.

Traffic Impact Assessment:
14.   The input data and traffic generation used for the preparation of the Traffic Impact
      Assessment report (by Cardno Eppell Olsen dated June 2007) particularly at the
      intersection of entry road to the site (Road 151) and David Low Way.

15.   Further justification of the classification of the accommodation units as hostel
      units with low parking provision rates, particularly in respect of their potential
      usage during peak holiday periods by singles and couples with cars.

16.   Confirmation that the traffic analysis take into consideration the traffic generation
      from the commercial development on the north side of Heron Street currently
      being constructed and its impact on traffic volumes and flows at Heron
      Street/David Low Way roundabout.

17.   Demonstrate that the traffic model has been calibrated to the actual existing
      traffic conditions and based on adequate data collection.

18.   Previous traffic counts have demonstrated that the afternoon peak period in
      Noosa is likely to occur before 4.30pm on weekdays. Traffic count data for the
      period 2.30 to 4.30pm also needs to be evaluated, together with Saturday noon
      traffic operations.

19.   Assessment of the adequacy of the queuing lane for the right turning cars and
      large vehicles turning from David Low Way Road into the unnamed road (Road
      151).

20.   It is not accepted that the existing median geometry in David Low Way at the un-
      named road intersection satisfactory allows for two-stage right turns. Analyses
      are required of this intersection as a conventional (single stage right turn) T-
      junction.

21.   The impact of the development on the traffic flows at the Heron Street
      roundabout if no right turn from Road 151 into the southbound lane of David Low
      Way is implemented.

22.   Analysis is required of intersection operations during peak holiday periods.
      Alternatively, lower acceptable maximum Degree of Saturation values based on
      traffic data collected outside peak periods.

23.   Demonstrate that the Traffic Impact Assessment has addressed all the potential
      traffic conflicts at the intersection of the Road 151 with David Low Way including,
      but not limited to the existing bus stop on the southbound lane. Advise of any
      modification and improvement measures to be implemented at this intersection to
      offset any potential traffic conflicts and optimise traffic flows.




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