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Appendix D - Engineering Report
Table 1: Driveways and Parking Code – Criteria Assessment
Performance Outcome Project Outcome
Driveways
Driveways have been designed in accordance with AS 2890.
The existing footpath along Resort Drive will remain. One (1)
PO1 additional crossing is required. Adequate sight lines are
achieved.
Access driveways may readily achieve compliant gradients
in accordance with Council’s standard requirements.
Driveways and crossovers, including the change of grades in
PO2 driveways and ramps, have been designed to comply with
Council’s standard drawings.
PO3 Not Applicable.
The new driveway crossover has been located clear of
PO4 existing stormwater infrastructure, water and sewer
infrastructure, fittings and all other existing utilities.
The proposed crossover will be constructed within an
PO5 existing cleared space. No public trees are located in this
area.
Parking and manoeuvring
The number of car parking spaces, motor cycle spaces,
PO6 bicycle spaces and loading bays is not less than the minimum
number specified in Table 9.4.1.4 ‘Minimum parking
requirements’.
Parking bays, manoeuvring areas, queuing areas, loading,
PO7 set down, pickup areas and driveways have been designed
in accordance with Australian Standard AS 2890.
The proposed parking areas, MRV/WCV loading bay and
PO8 turnaround area are located away from the road frontage.
Proposed landscaping and existing vegetation will provide
adequate screening.
PO9 Adequate PWD parking spaces and shared zones are
included in the development proposal.
Vehicle manoeuvring areas are designed in accordance with
PO10 AS 2890. Vehicles (including service vehicles) may enter and
exit the site in a forward gear.
The proposed crossover has been located at the midpoint
between two existing bends. Sight distances are maximised
PO11 under this arrangement. No landscaping or signage is to be
installed adjacent the crossover to allow clear views to the
north and south of Resort Drive.
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