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Information Response · MCU15/0014

Attached to the e-mail MCU15/0014 - Information Response.

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    (d) Any modifications or additions to the existing stormwater drainage system
    (e) Any necessary easements.

Response:
Refer attached preliminary stormwater drainage plan and correspondence prepared by SCG Consulting
Engineers. This plan and correspondence demonstrates that an appropriate stormwater outcome for
the site can be achieved.

Issue – Access

3. Provide revised plans that indicate:
    (a) The access driveway located clear of any existing infrastructure or indicate on the plan any
        relocated infrastructure,
    (b) The reconfiguration of the existing on-street carparking that does not result in a loss of
        spaces.
    (c) The gate relocated within the site sufficient to allow a vehicle to wait within the site (minimum
        6m)
    (d) A passing opportunity between the front boundary and the carparking area. It is
        recommended that the passing opportunity (5.5m wide) be provided near the front boundary.

Response:
Refer amended proposal plans and attached traffic engineering advice prepared by RoadPro
Development. This advice confirms that the access arrangements are appropriate and comply with
Australian Standards.

Issue – Carparking

4. Provide additional detail on the proposed “car stackers”. The detail must include but not be limited
    to:
    (a) the design of the “car stackers”
    (b) an indication on the use of the “stacker” (how to enter and exit the stacker)
    (c) an indication from the manufacturer of the time taken to enter and exit the “stacker“
    (d) the “waiting” area for other vehicles
    (e) an indication from the manufacturer of the types of vehicles that can use the stackers
    (f) should the ‘stacker limited certain vehicles provide details on how the developer will limit the
        use of the site to the suitable vehicle types and exclude other vehicles. Reasonable
        consideration must be given to the mix of vehicle types commonly used in the locality and by
        tourist visitors (SUV, 4WD etc).

Response:
Refer attached brochure on the proposed car stacker. The proposed car stacker will be the 2500kg
load capacity, which will be adequate for a typical 4wd vehicle. The garages are proposed with a
ceiling height of over 4m to accommodate 4wd vehicles on the stackers. Being a hoist style car
stacker, access onto and off the stacker is relatively easy and similar to a service hoist, with sufficient
space provided in the driveway for vehicles to wait whilst another vehicle is moved onto or off the car
stacker.

5. Provide plans that demonstrate how vehicles can enter and exit garage 1 and the visitor spaces,
    reverse out and exit the site in a forward gear in a total of 3 movements. Please note that the
    manoeuvring areas must be in accordance with AS/NZS2890.1:2004 for the larger vehicle type
    (B99).

Response:
Refer attached swept path diagrams prepared by SCG Consulting Engineers. These swept path
diagrams demonstrate that appropriate access to the garages and visitor parks can be achieved.

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