Appendices 4 - Traffic and 5 - Engineering Email 2 of 4 - MCU16/0153 & REC16/0041

                                   ENGINEERING SERVICES REPORT
Client: Thomco (No 2087) Pty Ltd                             Location: 215 David Low Way, Peregian Beach



8.0     SEWERAGE RETICULATION
To facilitate the layout of the development, it is proposed that the existing 150mm diameter gravity
sewer main through the site be re-aligned. An easement will be provided over the realigned main.
Three connection points are proposed to the Unitywater infrastructure along the re-aligned gravity
main to connect the development. A private sanitary drainage network is proposed to service the
community titled lots, units and Motel.

Refer Appendix B for the Preliminary Sewerage and Water Reticulation Layout.

9.0     WATER RETICULATION
Unitywater’s as constructed records show that a water reticulation main exists on the western side
of the David Low Way across the frontage of the site. It is proposed to service the development from
the existing water infrastructure on the David Low Way with an extension down the pedestrian
access lane to the Peregian Beach Sports Ground (Lot 75 on MCH839108).

As this is a Community Titled development a Unitywater meter is proposed at the Peregian Sports
Ground boundary with a private sub-metering arrangement throughout the remainder of the
development. The diameter the water main extension and dimensions of the proposed infrastructure
will be subject to detailed internal hydraulic design.

Refer Appendix B for the Sewerage and Water Reticulation Plan.

10.0 ELECTRICITY AND COMMUNICATIONS
Overhead powerlines currently exist on the David Low Way. It is expected that electrical supply will
be able to be provided by installing underground infrastructure down the Peregian Sports Reserve
access strip.

According to as constructed records and site inspection, underground telecommunication
infrastructure exists in the Peregian Sports Reserve access strip. It is expected that
telecommunication connection will be able to be provided from this location. It is likely however that
some augmentation will be required to comply with current standards.

11.0 CONCLUSION
This Report has considered all anticipated engineering aspects associated with this development. It
has found that all engineering facets of the proposed development can be catered for. It was found
that all required services were available to the development with some augmentation of the existing
infrastructure. The site does have a lawful point of stormwater discharge and is not affected by flood
waters.




Covey Associates Pty Ltd                           7                                 Project No: 162042
Consulting Engineers                                                                 100493RPT Issue A