RFI - Engineering Response · MCU26/0001

     The hydraulic consultant will be responsible for the design and implementation of
     the tank, with overflow connected to the stormwater drainage system.

ACCESS

    •    Item 11 – Footpath / Driveway Grade

    Items have been addressed - refer to amended Civil Engineering drawings included
    in Appendix A. The location of the existing footpath (immediately behind the kerb)
    is non-standard and arguably is used for bin collection rather than a pedestrian
    thoroughfare. Regardless, to achieve compliance for the frontage of the proposed
    development, a new footpath is proposed on a standard alignment which crosses
    the driveway crossover maintaining a maximum 2.5% crossfall. Temporary infill
    triangles of concrete are proposed to taper the footpath back to the existing
    alignment on both sides of the development, thus allowing future direct connection
    as each adjoining property if developed.

PARKING

    •    Item 11 – Forward Gear Manoeuvring

    Items have been addressed - refer to amended Civil Engineering drawings included
    in Appendix A. The architectural design proposes the use of a vehicle turntable,
    which will be designed and documented by others. Utilising this, vehicle swept path
    assessments have been undertaken to demonstrate that the vehicle can enter and
    leave the site in a forward gear for all parking spaces in accordance with the
    AS2890.1.


Should you have any queries with respect to the above, please contact the
undersigned.


Yours Sincerely,




TIM BURKE
RPEQ (25245)

For and on behalf of:
BARLOW SHELLEY PTY LTD




2613 – 17 Bottlebrush Ave, Noosa Heads – RFI Response Letter –15.05.2026              4
TB