Lake MacDonald Drive Cooroy - WMP

                                                                       Workplace Management Plan
                                                                    Lake MacDonald Drive, Cooroy

Preparation of Embankment Foundations (Natural Surface)

The Foreman shall perform the following pre-commencement checks:

•    Confirm that the clearing and grubbing is complete;

•    Obtain approval for areas for topsoil placement;

•    Brief the work crew on the extent of the work;

•    Survey pick up of ground surface

The stripping of natural surface will be performed in accordance with the specification.

The Foreman shall verify the depth of stripping is sufficient, including the removal of unsuitable material before
proceeding.

Where natural surface is deemed unsuitable, the Foreman shall gain approval from the Superintendent to
remove and replace the unsuitable material. Unsuitable material will be replaced and compacted in accordance
with the specification.

The Foreman shall arrange for testing of the ground surface.

Excavation

The Foreman shall perform the following pre-commencement checks:

•    Obtain location of spoil areas;

•    Confirm that the set out is adequate;

•    Confirm that an excavation permit is in place;

•    Confirm the location of existing services;

•    Arrange for testing of material in excavations for use in embankment fill;

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

Excavation shall be undertaken to the lines, levels and profiles as outlined in the drawings and specification.

Embankment Fill

The Foreman shall perform the following pre-commencement checks:

•    Confirm the preparatory works are complete;

•    Confirm that the set out is adequate;

•    Confirm that material in cuttings is approved for use in embankments or gain approval of proposed imported
     fill materials;

•    Brief the work crew on the extent of the work;

Embankment fill shall be placed in accordance with the specification.

The Foreman shall verify material placement techniques and arrange for testing of embankment fill as required
by the specification.

Embankment (Subgrade) Trim



IMS-04-01_P – Reviewed – September 2020      Document Uncontrolled When Printed                        Page 43 of 60