220527 Sight Distance Assessment and IR Responses

driveway location has adequate sight distances in all directions to comply with the
requirements of AS2890.1.

The proposed crossover was also assessed against RS-049 and RS-050. The crossover was
found to be located clear of the prohibited zone and designed with a long section that is
compliant with RS-050.

As such, the proposed crossover has been deemed to have adequate sight distances and
able to be constructed to meet all relevant standards.

Issue
The submitted documentation indicates that the applicant proposes to construct a driveway
crossover within the road reserve, in which a minor cut will be required. Council have
concerns regarding the impact the cut will have on the natural surface and the potential
creation of trip hazards within the road reserve.

Information Required
2.     Provide an amended plan that demonstrates how trip hazards will be eliminated
       within the road reserve due to the construction of the proposed driveway crossover.
       Please note that council is unlikely to support private retaining structures within the
       road reserve. The amended plan must be prepared by a suitably qualified person
       (RPEQ – Registered Professional Engineer of Queensland) and include, but not be
       limited to:
               a. the full extent of the transition to the adjoining areas of verge

Response to Information Request Item 2: -
Please refer to the amended 360 Civil Consulting Drawing No. 2022033 Dwg No.’s 03 of 05
(Issue A) which now include additional details regarding the required transition from the
edge of driveway to the adjacent existing verge surface levels.

Issue
The submitted documentation does not include a Stormwater Management Plan. Details are
provided indicating that roof water will be discharged into existing kerb and channel
adapters, however, no details are provided for how other impervious and landscaped areas
will be collected and released.

Information Required
3.     Provide a Stormwater Management Plan that includes, but not limited to, details of
       how rain water on landscaped and impervious areas will be collected and released
       from the site.

Response to Information Request Item 3: -
Please refer to the amended 360 Civil Consulting Drawing No. 2022033 Dwg No.’s 03 of 05
(Issue A) which now include additional Stormwater Management Notes regarding the
discharge of stormwater from the site to the road reserve.

End of Information Request Responses.