Two $350350$ columns $\text{'}$A$\text{'}$ and $\text{'}$B$\text{'}$ are spaced $2$ m apart and carry the nominal loads tabled below:

$\backslash$table$[[,$Dead load,,Live load$],[$Column $\text{'}$A$\text{'},650$ kN$,,370$ kN$],[$Column $\text{'}$B$\text{'},800$ kN$,,550$ kN$]]$

If the maximum ground pressure is $135$ kPa $,$ design a suitable foundation for the two columns. There are no boundary or other restrictions to the shape of the foundation.