response to information request 17 bottlebrush · MCU26/0001

    4. Provide increased front setbacks to Bottlebrush Avenue and demonstrate a
       staggered upper-level built form for Units 3 and 4, consistent with the intent of
       AO10.1.

    The setback of the third storey terrace roof line has been increased to 10m, compliant with
    Acceptable Outcome AO10.1 of the High Density Residential Zone code.

    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:
           a. 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.
           b. 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.

    The roof top terrace has been substantially reduced and focussed into the centre of the building
    with views orientated to the west. Overlooking sections have been produced to ensure there is
    no visibility into adjoining neighbours windows or outdoor living areas.




    Original Application Rooftop Terrace                         Amended Design Rooftop Terrace
    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.
    7. Review the design considering proximity of the existing stormwater pipe relative to unit 3/4
        storage areas and stairs in accordance with PO1 of the Existing Services Code, demonstrating
        the development does not;
             a. adversely affect the function of the service;
             b. place an additional load on the service; and
             c. unduly increase future maintenance costs.
    8. Provide amended earthworks sections;
             a. Demonstrating appropriate clearances and the zone of influence of footings,
                 ensuring no additional loading on the service.
    9. Demonstrate the proposal provides an appropriate clear zone for future maintenance access.
    10. In accordance with AO2.1 of the Sustainable Building Design Code, provide a minimum 3,000
        litres of rainwater storage per dwelling to be reused for non-potable purposes and
        incorporated into a stormwater management plan for the development.
    11. Provide amended plans demonstrating a compliant 2.5% grade across the footpath in
        accordance with Noosa Council’s Standard Drawing RS-050.
    12. Provide amended plans demonstrating compliance with AO10 of the Driveways and Parking
        Code; vehicles to enter and leave the site in a forward gear

    See attached detailed response from Barlow and Associates including the replacement of the
    gully pit, retention of the stormwater easement, use of a 3k Litre tank for irrigation and a turn
    table to assist with parking and maneuvering.

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