MCU10/2083 Information Request Response 37 Gibson Rd Noosaville

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11. Provide dimensions for the carspaces proposed adjacent to the bioretention trenches. The
    dimensions, including any overhang allowance, must be in accordance with AS/NZS2890.1:2004
    section 2.4.

Response:
Correspondence from Halcrow included in Attachment 5 confirms the dimensions of carparking spaces
are in accordance with AS2890.1 (2004) requirements.

12. Provide a revised plan that indicates disabled parking spaces in accordance with
    AS/NZS2890.6:2009.

Response:
The revised plan ground floor plan provides for disabled parking spaces in accordance with
AS/NZS2890.6:2009. Compliance is confirmed in correspondence from Halcrow included in Attachment
5.

13. Indicate on the plans the proposed refuse collection point and the required manoeuvring area for
    the refuse collection vehicle.

Response:
Refuse collection and RCV manoeuvring is addressed in Correspondence from Halcrow included in
Attachment 5. This correspondence confirms that appropriate onsite refuse collection and RCV
manoeuvring can be achieved.

14. A preliminary drainage plan showing proposed invert levels of pipes is required to ensure
    adequate grade for drainage from stormwater treatment devices.

Response:
A response to site drainage is included in correspondence from JF&P Engineers included in Attachment
6. This correspondence provides sufficient details to demonstrate that the site can be appropriately
drained to the existing stormwater system in Gibson Road and Skipper Place. A drainage plan
detailing proposed invert levels of pipes will be prepared as part of a subsequent Operational Works
application.

15. A revised engineering concept plan is required to be submitted showing that the required filter
    media area footprint is available on site. The filter media area requirement is detailed in the Site
    Based Stormwater Management Plan. Adequate area must also be provided in addition to the
    required filter media area to allow for construction of batters or retaining walls etc.

Response:
A revised engineering concept plan and response from JF&P Engineers included in Attachment 6. This
correspondence and plan confirms that the required filter media area footprint is available on site.

16. The applicant is requested to provide a temporary storage area for the servicing of bins. The
    temporary bin service area must comply with the following:
    (a)     Must be suitably sized to accommodate the likely number of bins to be serviced at any
           one time; and
    (b)     Be located so that the refuse collection vehicle is able to service bins without excessive
           manoeuvring required; and
    (c)     Be located so that the refuse collection operator does not have to exit the vehicle to
           move bins for servicing; and
    (d)     Be located so as not to impede traffic flows; and