Information Request MCU26 0001 · MCU26/0001

                      c. avoid box profiles/parapets; and
                      d. do not create opportunities for overlooking the private open space or internal spaces
                         of neighbourhood properties.
                 Information Required
                 5.     Revise plans and suitably demonstrate compliance with Performance Outcome PO17
                        of the High Density Residential Zone Code. This may include but not be limited to:
                        5.1. Reduction to the size of the rooftop terrace so that the usable outdoor area is
                             located toward the centre of the roof, away from the site boundaries, thereby
                             limiting potential overlooking and visual intrusion.
                        5.2. Providing a view line assessment (plan and section-based diagrams) illustrating
                             sightlines between the rooftop terrace and the adjoining residential properties’
                             private open space, to assist in determining the extent of overlooking and whether
                             additional screening or design amendments are required.


                 Issue – Stormwater
                 The proposed drainage design includes a new stormwater pit (Structure 2/1) abutting the new
                 crossover, connecting into an existing stormwater pit (Structure 1/1). Structure 1/1 appears to
                 be in poor condition (Figure 1). Council has concerns the new stormwater pit (Structure 2/1)
                 may be damaged by vehicles accessing the development (Figure 2).




                  Figure 1 - Existing Pit (Structure 1/1)         Figure 2 - Crossover & Structure 2/1

                 Information Required
                 6.     Provide a revised drainage design in accordance with PO3 & PO4 of the Water Quality
                        and Drainage Code including;
                        a.      Replacement of structure 1/1 in accordance with the Noosa Plan Planning Scheme
                                Policy 6 Engineering Design Standards
                        b.      Removal or relocation of structure 2/1 to provide a minimum 1m of separation to
                                the driveway crossover in accordance with Standard Drawing RS-049


                 Issue – Existing Infrastructure
                 An existing stormwater pipe traverses the property connecting to the upstream drainage
                 network.
                 The Basement Architectural Plan (DA2.01 Rev B) prepared by Blackwood shows the pipe
                 within a 0.79m wide corridor measured from the basement to the property boundary.
                 Earthworks sections (C102 Rev A) prepared by Recor do not show the service. It’s unclear if
                 the service has been accurately located and appropriately protected.




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Document Set ID: 24510032
Version: 3, Version Date: 02/03/2026