Engineering Services Assessment · MCU15/0122

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Any existing ground cover is not to be stripped until the contractor is ready for earthworks to
begin.

Stockpiles and construction materials are not permitted to be stored within the road reserve
and should be contained using silt fences. Diversion drains are to be provided at upstream
catchments to reduce flows to earthworks areas. In any areas where flows could enter adjacent
properties temporary stabilisation is to be provided.

All ESC measures are to be provided as soon as earthworks have commenced and staged to suit
construction, the contractor is responsible for this action. A temporary construction exit is to
be located at each entry point to the site and will be determined based on the stage of works
being completed. The contractor is to ensure all dust tracked onto surrounding roads is
immediately swept to remove silt/dust.

All new stormwater pits are to be protected from sediment infiltration by wrapping new pits
and grates in geofabric or covering appropriately with timber board. Silt fences are to remain in
place during the maintenance period until the site is established (80% ground cover) and
accepted "Off Maintenance" by Noosa Council.


5.4 Roadworks
The proposed commercial development fronts Goodchap Street and Val Crescent, both of which
are complete with kerb and channel and standard crossfall within the verge. Therefore, no new
road construction or widening is proposed.

Refer Appendix D for the Concept Services Plan indicating the location of the required works.


5.5 Stormwater Drainage
Refer to the Site Based Stormwater Management Plan (SBSMP) prepared by Morgan Consulting
Engineers (MCE).


5.6 Water Reticulation
Records obtained from Unitywater and a detailed survey indicate that there is an existing water
reticulation main located within the verge fronting the subject site along Val Crescent. Refer to
Appendix E for the DBYD Plans.

It is proposed to construct a new water service and meter arrangement from the existing water
reticulation main along Val Crescent to service the proposed development. The size of the
water service and meter arrangement will be determined by a Hydraulic Consultant and
specified during detailed design.

It is expected that the existing water reticulation main has adequate capacity to service the
proposed development however, confirmation will be obtained from Unitywater during detailed
design. Additionally, Unitywater will be consulted to determine whether any infrastructure
upgrades are necessary to service the proposed development.




Engineering Services Assessment
Proposed Medical Development at Cnr Val Crescent & Goodchap Street, Noosaville