![]() ![]() ![]() to ensure that all the available information on the location of utilities and underground services through and adjacent to the site of the excavation is obtained. water, electricity, telephone sewerage and surface water etc. Liaise with all public utility companies e.g. Vii) Method of compacting fill and testing procedure. Vi) Temporary support arrangement of adjacent structures and services passing through the site. If there is potential for damage to adjoining structures and property, the type of preventative measures should be indicated. ![]() V) Method and sequence of excavation to ensure that no damage is caused to adjoining structures and property. Iii) Means for keeping excavations free of water. Ii) Type of plant and equipment to be used. I) Site plan showing the location of spoil heaps for temporary storage and if appropriate permanent storage area. In any circumstances where specifications are not provided or they are in any way incomplete, the matter shall be referred back to consultant for additional information.Ī method statement will be prepared and approved where deemed necessary, and may include: 1 All excavation, earthwork and filling will be carried out in accordance with the specification detailed in the project contract documentation. This procedure provides a standardised framework for the control of excavation, earthwork and filling to ensure compliance with conditions of contract and contract specifications. ![]()
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