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Appendix D - Civil Engineering Report
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31 October 2018
5 STORMWATER
The stormwater related aspects of the proposed development are detailed in the Stormwater
Management Plan prepared under separate cover.
6 EROSION AND SEDIMENT CONTROL
All erosion and sediment control devices will be designed and implemented in accordance IECA
guidelines and best practice engineering principles.
7 WATER SUPPLY
Inspection of the water network from the survey shows the following services:
An existing reticulation water main running along Hofmann Drive in the Western verge
It is proposed to provide a new connection off the existing water main located in Hofmann Drive to the
proposed water meter location. The size of the proposed water service and exact location will be
determined in consultation with the hydraulic consultant and Unity Water during the detailed design
stage of the development.
The existing and proposed water infrastructure in the vicinity of the site is shown on MPN Plan 7700-
DA.02 attached in Appendix 3.
8 SEWER
Inspection of the sewer network from survey shows the following:
existing sewer connections to the proposed development;
The existing sewer connections run through an easement through the lots to the South and along the
driveway to the proposed development site.
This sewer will be the site’s discharge location.
The proposed sewer is shown on MPN Plan 7700-DA.02 attached in Appendix 3.
9 ROADWORKS
No new roadworks are proposed as part of this development.
The site’s access will be off the existing driveway within the easement for site access for staff, visitors
and service vehicles. A drop off bay will be constructed adjoining the existing driveway.
The proposed internal on-grade and basement car parking layouts are depicted on the architectural
plans prepared by Thomson Adsett Architects attached in Appendix 1.
All loading bays and car parks will be constructed in accordance with the relevant Noosa Shire Council
and Australian Standards.
Excellence with Economy in Engineering 9
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