6. Volume 3 - Civil Engineering Services Report

                                           LAMBERT & REHBEIN
                                             ENGINEERS • MANAGERS • SCIENTISTS


3.0     EARTHWORKS

The subject site currently slopes towards the Project Avenue frontage at an average grade of
approximately 10%. Access to the site and manoeuvring of B Double Trucks limits the grade
transition that can be achieved from Eumundi Noosa Road to the service station hardstand, hence
cut and fill will be required to achieve the service station hardstand level and the lower level
carparks.

Retaining walls will be required along the side boundaries of up to approximately 3.25 metres for the
carpark and hardstand area. Retaining will also be incorporated into the proposed building. It is
noted that the adjacent lots to the north and south both have buildings built up to the property
boundaries on either side.

All earthworks for the development will be carried out in accordance with Noosa Council
requirements and the AS3798-2007 Guidelines on Earthworks for Commercial and Residential
Developments.

Concept civil engineering plans have been prepared and are enclosed in Appendix C of this report
to illustrate anticipated servicing arrangements for the proposed development. It should be noted
that these plans are preliminary only and will be subject to confirmation during detailed design.




 Ref: B16239CR001                            - 3 -                       Civil Engineering Services Report
                                                                         Noosa Energy Centre - Noosaville