Lake MacDonald Drive Cooroy - WMP

                                                                     Workplace Management Plan
                                                                  Lake MacDonald Drive, Cooroy

Concrete Works

Materials and workmanship for concrete work shall comply with AS3600, other application Australian Standards
and the specification. This procedure ensures that work is controlled, monitored and recorded in accordance
with the Shadforth Quality System and ISO9001:2008.

The construction of concrete structures will be in accordance with the drawings.

The Foreman shall verify the following before placing any concrete:

▪ Confirm that the setting out and levels for each concrete structure, including the location of construction joints
  is adequate;

▪ Sufficiency and conformance of formwork and reinforcement;

▪ Authorisation to place concrete has been obtained;

▪ Brief the work crew on the extent of the work.

The Foreman shall ensure that samples are taken and test cylinders are cast at the frequency defined in the
specifications.

Manholes

The Foreman shall perform the following pre-commencement checks:

▪ Ensure materials conform to the specification and drawings;

▪ Ensure equipment is suitable for the required task;

▪ Brief the work crew on the extent of the work.

The Foreman shall ensure that the manhole is excavated to line and level.

Sewer and stormwater manholes will be precast or poured in-situ and installed in accordance with the drawings.

The Foreman will ensure that step irons are stilled in stormwater manholes where the depth is greater than
1.5m.

Kerb and Channel

The Foreman shall perform the following pre-commencement checks:

▪ Ensure that bedding for the kerb and channel is in accordance with the drawings;

▪ Ensure equipment is suitable for the required task;

▪ Brief the work crew on the extent of the work.

Kerb and channel will be machine cast.

Expansion joints to be placed at intervals not exceeding 20m, full depth and with max 6mm packing.

Contraction joints between expansion joints shall be at regular intervals at no more than 5m intervals. Shall
consist of grooves 40mm deep and not more than 6mm wide.

The Foreman shall ensure that tests are taken at the frequency outlined in the specifications.

Topsoil and Landscaping/Grassing

The Project Manager shall gain the following approvals prior to commencement:



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