Well, sort of. You should check the footing for the different load combinations.
0.9D + 1.6W or
0.6D + 1.0W
but in your case you would be checking overturning, not uplift.
Just make sure that your OTM is less than your stabilizing moment in these cases. Unless you absolutely need it, I wouldn't include the weight of the soil above the footing, I would just increase the footing size a little.