RFI - Appendix E Traffic Engineering Assessment to Council Information Request by TTM · MCU21/0175

 cross-utilization would reduce parking demands. In that regard, while a customer is within a specific
 tenancy, it is generating a parking space associated with that tenancy, and if that patron moves to
 another tenancy, it is then generating a parking demand associated with that other tenancy. If that
 customer spends 15 minutes in each tenancy, it simply means that the associated parking demand for
 that customer occurs for twice as long while the customer visits both tenancies, compared with it the
 customer visited only a single tenancy. That is, the same customer visiting two tenancies has the same
 parking demand as two separate customers each only visiting a single tenancy.

 7. Provide on-site parking provisions consistent with the requirements of the Driveways and Parking
 Code.

 Main Access Aisle Width

 The 5.8m wide parking aisle adjacent to the street is too narrow to function as the main site access and
 to also accommodate service vehicle movements.

 8. Widen the aisle width to 6.5m in accordance with the requirements of Australian Standard AS 2890.2-
 2002.

 Access Configuration

 The main site access configuration requires further resolution, and for satisfactory operation is likely to
 required modification. In that regard, with the proposed arrangements, it is proposed that vehicles
 accessing the new parking area from the street will travel in the wrong direction for a short distance
 along the existing exit from the service area. – see diagram in related IR.

 9. Demonstrate how it is proposed to satisfactorily manage priority of the multitude of traffic
 movements at the off-set cross intersection created by the new carpark access, including identification
 of line-marking.


In response to the Information Request, the development plans have been amended. The development
plans are included as Attachment 1.




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