ASTP-Resp-To-IR

RESPONSE
Please refer to the revised Building Design Plans in Attachment 1. As shown on sheet 02 (site plan) and sheet
07 (west elevation), the gatehouse has been revised to comply with QDC MP1.3 (2m wide, 2.4m high, 3.97m2).



            ITEM 4:
            Issue – Proposed Driveway Levels
            The proposed driveway grades shown in Arcos’ Development Site Plan (C-301, Rev. A)
            indicate steep rollover transitions. Further information is required to demonstrate vehicles
            will not scrape or bottom out while entering/exiting the driveways.

            Information Required
            4. Provide two longitudinal sections demonstrating that the proposed driveways are
            functional. The sections must extend from the centreline of Jan Street and Banksia Avenue
            to their respective garages and demonstrate that B85 can enter/exit each Unit without
            scraping or bottoming out. The longitudinal sections and vertical clearance checks must be
            prepared by a suitably qualified person (RPEQ – Registered Professional Engineer of
            Queensland).

RESPONSE
Please refer to the following response provided by the Civil Engineer to Item 4 above:

The design incorporates grades and transitions in accordance with Council-adopted IPWEA standards (RS-050).
Vertical checks are typically not required when working within the standards. Further information has been
prepared as requested with B85 templates applied to the driveway profiles where grading/transitions are
steepest. The western edge of Unit B driveway (Jan St) and the southern edge of Unit A driveway (Banksia Ave).




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