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Development Assessment Report - 193 Sankeys · MCU25/0022
Local Planning Interests – Noosa Plan 2020
AO15 The development will contain a water supply that achieves the requirements
detailed in AO15 and as detailed in the BAL assessment report contained in
Appendix F
AO16.1 – AO16.2 The development is not located within a Flood Hazard Area
AO18.1 – AO18.2 The Dwelling development is located approximately 240 metres from the
electricity line and 115m from the electricity easement, which encumbers
approximately 2.78 ha of the property, traversing the property from north-west
to south-east.
AO19 The dwelling and shed are not subject to, or will not result in noise emissions
exceeding 5dB(a) above background noise levels.
AO21 The development has been designed with consideration to performance
outcomes PO21 (a) to (d) and no adverse impacts to water flow or amenity are
considered present as a result of the development.
6.3.1 Acceptable Outcome AO9 and AO14.1-AO14.4 – Driveways and Crossovers
Acceptable Outcome AO9 and AO14.1 to AO14.4 relate to driveway and crossover development. The benchmarks are
listed below and have been addressed together, given that the benchmarks contain similar themes:
AO9 – The driveway and crossover is designed without significant alteration to the existing road reserve whereby
the finished surface level of the driveway is consistent in height with the existing height of the road reserve.
AO14.1 – Only one driveway and crossover are provided.
AO14.2 – Where the premises has frontage to more than one formed and sealed road and the roads have differing
orders in the Road Hierarchy, the driveway and crossover is provided on the frontage with the lower order.
AO14.3 – For corner lots, driveways and crossovers are located in accordance with Council’s standard drawings.
AO14.4 – If in the Rural zone of Rural Residential zone, the driveway and crossover is located to provide minimum
safe sight distance in accordance with Austroads.
As shown in Figure 12, only minor cut and fill within the road reserve are required to accommodate the proposed
driveway. The finished surface levels of the driveway will match the existing road reserve levels, maintaining consistency
with A09.
The proposed driveway will function as a secondary driveway at the boundary of 193 Sankeys Road. The property
currently has an existing access that serves a landlocked neighbouring property (via an easement) for Lot 12 on
RP216727. Notably, the existing crossover connection to Sankeys Road remains unchanged, thereby meeting the
requirements of AO14.1. This crossover, located on the outer bend of Sankeys Road, currently services properties 195
and 203. Refer to Figure 13 for the existing driveway and crossover configuration.
The secondary driveway will connect to the existing access point beyond the junction with the access to property 203
Sankeys. This design minimises disruption by maintaining the functionality of the existing access arrangements.
DEVELOPMENT ASSESSMENT REPORT Internal Ref. 2022026-RPT-001
193 Sankeys Road, Federal 21 February 2025 20
Prepared for Lachlan Robins
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