A foundation must be built on a non-cohesive soil that has the following characteristics: soil density = 18.0 kN/m³, saturated soil density = 19.0 kN/m³, internal friction angle of 30\deg , depth of planting = 1.5 m and depth of water table = 0.8 mThe gross allowable load with FS = 3 is 700 kN. Determine the dimensions of the proposed footing using Meyerhof theory.