Change Representations - CYC 2025 (version 2 19.01.25)

              b.     a combined traffic lane width of 6.2m (2 x 3.1m);
              c.     a shoulder width of 1.0m (with a minimum shoulder sealed
                     width of 0.5m);
              d.     a pavement design suitable to cater for heavy vehicles (i.e.,
                     rigid vehicles, buses, etc.);
              e.     all associated drainage infrastructure (i.e., table drain, culvert,
                     etc.);
              f.     the continuation of the existing stormwater box culvert to allow
                     for the require carriageway width;
              g.     considerations to the existing residential driveway crossovers;
                     and
              h.     a sealed turnaround facility sufficiently sized to accommodate
                     a 3-point turn manoeuvre of a heavy rigid vehicle (HRV) located
                     at the end of the road.

Please find attached traffic addendum seeking changes to this condition to reflect the
existing road conditions, nature and scale of the development

97.    Kabi Road must be upgraded for the full length of the road (i.e., between 59
       Kabi Road and Cootharaba Road). The works must be undertaken in
       accordance with an Operational Works approval, be generally in accordance
       with Austroads’ A Guide to Road Design Part 3, sections 5, 6 and 8 of BMC
       Traffic’s Traffic Engineering Assessment Report (Doc ID: 22354477) dated 22
       March 2023, The Noosa Plan 2020 – PSP6 Engineering Design Standards,
       and include, but not be limited to:
               a.     a design prepared by a suitably qualified person (RPEQ)
               b.     a combined traffic lane width of 6.2m (2 x 3.1m);
               c.     a shoulder width of 1.0m (with a minimum shoulder sealed
                      width of 0.5m);
               d.     a pavement design suitable to cater for heavy vehicles (i.e.,
                      rigid vehicles, buses, etc.);
               e.     all associated drainage infrastructure (i.e., table drain, culvert,
                      etc.);
               f.     the continuation of the existing stormwater box culvert to allow
                      for the require carriageway width;
               g.     considerations to the existing residential driveway crossovers;
                      and
               h.     a sealed turnaround facility sufficiently sized to accommodate
                      a 3-point turn manoeuvre of a heavy rigid vehicle (HRV) located
                      at the end of the road.