ADAMS+SPARKES Response to Information Request (Gympie Tce) 160401

        multiplied by 30m2, providing that a minimum of 60% of this is soft
        landscaping).

RESPONSE
Please refer to the Amended Architectural Plans, prepared by Icon Building Design (Attachment 1), which
identifies the site contains a total landscaping area of 556m2, which exceeds the required landscaping of 369m2
required by Table 14‐57 of the Landscaping Code.

It is noted that the development contains a total soft landscaping component of 277.5m2, this exceeds the
required soft landscaping of 60% of 369m2, with the proposed soft landscaping equating to 75% of the required
landscaping. Accordingly, the proposed development complies with the requirements of the landscaping code.

        3.
        Please provide amended plans where the western and eastern building façade of the proposed
        duplex at 113 Gympie Terrace is broken up visually by incorporating different but
        complimentary colours, textures and building materials or the like.

RESPONSE
Please refer to the Amended Architectural Plans, prepared by Icon Building Design (Attachment 1), which
includes changes in cladding orientation on the western façade, as well as the addition of louvers on the eastern
façade.

Despite the proposed alterations to the building façade identified in the Amended Architectural Plan, it is noted
that the previous design complied with Division 20, Probable Solution S49.1 of the Noosaville Locality Code. This
is due to the previous design not containing any walls, which exceeded 15 metres in length, and all external wall
panes included at least one design element, which complied with the intent of adding visual interest to the built
form.

        ENGINEERING REQUIREMENTS
        4.
        Provide a complete Stormwater Management Plan for the development that includes but is
        not limited to:
        (a)    Providing drainage line/s to collect and convey surface water from the
               adjoining properties to ensure no worsening on the exiting drainage
               conditions.
        (b)    Collection of all stormwater runoff from the driveway within the
               boundaries of the site to minimise sheet flows runoff onto the public
               footpath.
        (c)    Grades of all drainage lines including the lines that collect and convey
               surface water from the adjoining properties.
        (d)    The discharge rates at the kerb and channel. Please note that the
               maximum discharge rate at any one location is 25l/sec.

RESPONSE
Please refer to the Engineering Correspondence, provided by JTC Consulting Engineers (Attachment 2), which
provides detailed comment regarding all engineering related issues associated with Council’s Information
Request.