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SARA information request - MCU21/0110
2107-23530 SRA
Action:
It is requested that the applicant provide further information on Performance Outcomes
(PO)15-22 of State code 6: Protection of State transport networks (State code 6) of the
SDAP.
Provide revised proposal plans and a revised Traffic Engineering Assessment detailing the
following:
(i) Private buses/coaches/mini-buses and shuttles:
A dedicated bus setdown facility with adequate capacity (number of parking bays)
to cater for the demand generated by the development for private/chartered
coaches, buses, mini-buses, shuttles and the resort's own private shuttle services,
including potential events held by the resort complex
Bus lay-by parking commensurate with demand, namely, bus layover for resort
owned buses any events held at the resort complex
A bus setdown facility and bus lay-by parking designed for the maximum design
vehicle (single unit rigid bus of 14.5m in length), with the bus setdown facility
parallel to the kerb and at the entry to the development. Guidance on suitable
dimensions can be obtained from Chapter 5 – Bus Stop Infrastructure of the Public
Transport Infrastructure Manual 2015. Bus parking should comply with the
Disability Standards for Accessible Public Transport 2002 made under subsection
31(1) of the Disability Discrimination Act 1992
A Registered Professional Engineer of Queensland (RPEQ) certified swept path
analysis demonstrating:
o that the maximum design vehicle can manoeuvre into and out of the bus
setdown facility
o that buses parked in the bus setdown facility have independent movements
o that buses can circulate past buses parked in the bus setdown facility
o that buses can manoeuvre into and out of the bus lay-by parking without
causing conflict
A bus circulation allows an efficient and direct route between the entry and exit of
the development and should avoid carparking areas and aisles and circuitous
routes. All bus parking zones are separate from passenger loading zones for taxis,
rideshare, private vehicles and service vehicle loading zones to avoid vehicle
conflict and maximise safety and efficiency and bus parking capacity
A waiting area of adequate dimensions for the anticipated dwell time of passengers
at the bus setdown facility. Include shelter and seats as well as hardstand and
access for waiting, boarding and alighting passengers.
(ii) Taxis and rideshare:
A porte cochere that has a dedicated passenger loading zone with adequate
capacity (number of car parking bays) to accommodate the demand generated by
the development for taxis and rideshare and private vehicles
A porte cochere that can accommodate the parking of a taxi suitable for use by
people with a disability in accordance with the disability standards set out in PO22
of State Code 6 and Chapter 7 of the Public Transport Infrastructure Manual 2015
(http://translink.com.au/about-translink/reports-and-publications)
A RPEQ certified swept path analysis demonstrating that the maximum design
vehicle can circulate past parked vehicles (maximum design vehicle) in the porte
cochere. This will be necessary for independent vehicle movement in the porte
cochere
State Assessment and Referral Agency Page 2 of 4
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2107-23530 SRA
Action:
It is requested that the applicant provide further information on Performance Outcomes
(PO)15-22 of State code 6: Protection of State transport networks (State code 6) of the
SDAP.
Provide revised proposal plans and a revised Traffic Engineering Assessment detailing the
following:
(i) Private buses/coaches/mini-buses and shuttles:
(ii) Taxis and rideshare:
A dedicated bus setdown facility with adequate capacity (number of parking bays)
to cater for the demand generated by the development for private/chartered
coaches, buses, mini-buses, shuttles and the resort's own private shuttle services,
including potential events held by the resort complex
Bus lay-by parking commensurate with demand, namely, bus layover for resort
owned buses any events held at the resort complex
A bus setdown facility and bus lay-by parking designed for the maximum design
vehicle (single unit rigid bus of 14.5m in length), with the bus setdown facility
parallel to the kerb and at the entry to the development. Guidance on suitable
dimensions can be obtained from Chapter 5 — Bus Stop Infrastructure of the Public
Transport Infrastructure Manual 2015. Bus parking should comply with the
Disability Standards for Accessible Public Transport 2002 made under subsection
31(1) of the Disability Discrimination Act 1992
A Registered Professional Engineer of Queensland (RPEQ) certified swept path
analysis demonstrating:
o that the maximum design vehicle can manoeuvre into and out of the bus
setdown facility
o that buses parked in the bus setdown facility have independent movements
that buses can circulate past buses parked in the bus setdown facility
o that buses can manoeuvre into and out of the bus lay-by parking without
causing conflict
A bus circulation allows an efficient and direct route between the entry and exit of
the development and should avoid carparking areas and aisles and circuitous
routes. All bus parking zones are separate from passenger loading zones for taxis,
rideshare, private vehicles and service vehicle loading zones to avoid vehicle
conflict and maximise safety and efficiency and bus parking capacity
A waiting area of adequate dimensions for the anticipated dwell time of passengers
at the bus setdown facility. Include shelter and seats as well as hardstand and
access for waiting, boarding and alighting passengers.
°
A porte cochere that has a dedicated passenger loading zone with adequate
capacity (number of car parking bays) to accommodate the demand generated by
the development for taxis and rideshare and private vehicles
A porte cochere that can accommodate the parking of a taxi suitable for use by
people with a disability in accordance with the disability standards set out in PO22
of State Code 6 and Chapter 7 of the Public Transport Infrastructure Manual 2015
(http://translink.com.au/about-translink/reports-and-publications)
A RPEQ certified swept path analysis demonstrating that the maximum design
vehicle can circulate past parked vehicles (maximum design vehicle) in the porte
cochere. This will be necessary for independent vehicle movement in the porte
cochere
State Assessment and Referral Agency Page 2 of 4
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