Correct location of the proposal? (setbacks correct)
Have all conditions of consent been complied with?
Configuration of foundation matches approved plans?
Beams and components of the footing system are the correct size?
Footings are bedded into solid natural ground?
Are there any "soft spots" in the foundation?
Where footings are being inspected is the correct reinforcing material being used?
Where on a flat site the base of the footings are generally level (slope not to exceed 1:40)
Where on a sloping site the angle of the footing does not exceed more than 1:10
Will the finished height of the slab be in accordance with the approved plans?
If sewer/water mains are in close proximity to the footings are the footings at a depth that will not impose any additional pressure to the mains?
If sewer and sub-drains are in close proximity to the trenches are the trenches at a depth that will not inflict pressure to these pipes?