Negotiated Decision Notice 131998 981211 5

                      a.      the domestic take off from the tank is at or above the required amount of water required
                              by the amended bushfire management plan; and
                      b.      standard rural fire brigade fittings are fitted to the tank outlet for access by four wheel
                              drive rural services vehicles.
               90.    The site must be provided with an auxiliary power supply such as a petrol driven fire fighter
                      pump (or generator), together with a hose of sufficient length to easily reach around to all
                      sides of the building.
               91.    A copy of the Bushfire Hazard Assessment and Management Plan listed within this Decision
                      Notice must be provided to the nearest fire authority.
               92.    Certification must be submitted to Council from a qualified person* which certifies that the
                      development has been constructed in accordance with the bushfire management conditions
                      of this Decision Notice.
                      *(Refer to Advisory Note)
               93.    The development must be managed in accordance with the Bushfire Evacuation Plan listed
                      within this Decision Notice.
                      *(Refer to Advisory Note)
               94.    A copy of the Bushfire Evacuation Plan for the development must be provided to the nearest
                      fire authority.
                      Performance Bond
               95.    Security in the form of a cash bond or trading bank guarantee to the sum of $50,000 must
                      be submitted to Council, to secure performance of all conditions of this approval, prior to the
                      issue of a Development Permit for Operational Works. The cash bond or trading bank
                      guarantee will be returned on performance of the conditions of approval less any costs
                      incurred by Council in respect of enforcing performance of this permit. Council reserves the
                      right to call upon the bond or guaranteed sum to effect compliance with conditions.
                      External Works – Kabi-Cootharaba Intersection
               96.    The existing intersection joining Cootharaba Road with Kabi Road must be upgraded to
                      include a sealed Basic Right Turn Treatment. The works must be undertaken in accordance
                      with an Operational Works approval, be generally in accordance with section 7.2 of
                      Austroads’ A Guide to Road Design Part 4A, 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.      adequate manoeuvring about the intersection for a 12.5m and 14.5 rigid vehicle, so
                              that no part of the rigid vehicles exits the traffic lane(s); and
                      c.      widening of Kabi Road in accordance with Condition 97 ..
                      External Works – Kabi Road
               97.    Prior to the commencement of the Group Farm Stay Accommodation use, 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 The Noosa Plan 2020 – PSP6 Engineering Design
                      Standards for a “Rural, Local” road, and include, but not be limited to:
                      a.      a design prepared by a suitably qualified person (RPEQ);
                      b.      a combined sealed traffic lane width of 6.0m;
                      c.      a gravel shoulder width of 1.0m;
                      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.);


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Document Set ID: 23699332
Version: 3, Version Date: 22/04/2025