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INFRASTRUCTURE ANALYSIS

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From visual inspection of the SMSB, it is established that the switchboard provides three phase power<br />

to the main distribution board (MDB) located in the control room. Three phase power is reticulated<br />

from the MDB to three distribution boards located in the control office, cafe and cavern respectively. At<br />

the time of inspection, the SMSB is considered to be in reasonable operating condition.<br />

Key issues:<br />

• Data logging is required for the existing distribution boards and MDB to determine the<br />

maximum demand consume by each board.<br />

• Distribution boards and MDB appear old and require to be replaced. This includes<br />

replacement of all final circuits cabling.<br />

• Capacity of existing Western Power transformer may be insufficient for the new maximum<br />

demand. This will require for an investigation during detailed design phase.<br />

Impact of Potential Works:<br />

• Replacement of distribution boards, MDB and cabling works should be conducted during the<br />

site’s off-peak season to minimise disruption to event schedules.<br />

2.8 Fire<br />

Presently, the facility’s fire fighting means consist of fire extinguishers strategically placed throughout<br />

the amphitheatre. Fire extinguishers are located in the office, kitchen, communications and lighting<br />

room and the lower staging area.<br />

There are no hydrant points located on or near the facility. However, it is possible for a Fire Tender<br />

access the facility through either the upper and lower access roads from Oceanic Drive.<br />

In order to bring the Quarry Amphitheatre up to current BCA and ABCB fire performance standards it<br />

would be expected that a minimum of 2 new fire hydrants are introduced at the facility. It is anticipated<br />

that the hydrant supply would be from the existing water main within Oceanic Drive. The new<br />

hydrants would need to connect via a new and separate 100mm pipeline from the roadside connection<br />

point to suitable positions located outside the proposed café and the existing lower staging area. A<br />

pressure test will be required to ensure sufficient pressure and flow exists within the Water<br />

Corporation main. This approach is compliant with the application provision EP1.3 (BCA) which<br />

applies to buildings located in an area serviced by a fire brigades.<br />

7<br />

2.6 Telecommunications<br />

The site is currently served by telecommunication provider, Telstra with the incoming communication<br />

pit situated adjacent to the SMSB.<br />

From DBYD information and visual inspection there is a 10 pair incoming copper terminated at the<br />

site’s main distribution frame (MDF), located in the office block. In addition, it is noted that the internet<br />

access for the site is reticulated via a microwave link received by a microwave tower situated on the<br />

hill behind the building.<br />

Key issues:<br />

• Possible upgrade to incoming Telstra supply to suit new site requirements.<br />

Impact of Potential Works:<br />

• Upgrade of Telstra cabling works should be conducted during the site’s off-peak season to<br />

minimise disruption to event schedules.<br />

2.7 Other Electrical Services<br />

The following documents further electrical services issues noted during the site inspection<br />

• It appears to be no occupant warning system installed within the existing facility. The current<br />

system uses the PA system to warn patrons in an event of a fire. From initial investigation, the<br />

building has a class 9 BCA classification (building of a public nature) and based on this<br />

assessment occupancy warning system is required. Further consultation with a BCA<br />

consultant and investigation during detailed design phase will be required to establish a<br />

sufficient fire evacuation system.<br />

• Bollard road and path lights appear old and may require refurbishment/replacement. Capacity<br />

of the existing street lighting may be insufficient should there be an upgrade to the incoming<br />

roadway to the car park. This will affect the overall maximum demand of the site and requires<br />

further investigation during detailed design phase to comply with the relevant Australian<br />

Standards in particular AS1158.<br />

Project 232040 File Quarry Amphitheatre Servicing Report.docx 5 November 2012 Revision 2 Page 6<br />

QUARRY AMPHITHEATRE<br />

Project 232040 File Quarry Amphitheatre Servicing Report.docx 5 November 2012 Revision 2 Page 5<br />

QUARRY AMPHITHEATRE CONCEPT MASTERPLAN REPORT<br />

NOVEMBER 2012 REVISION B<br />

PG 150

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