The following are cross-section notes for a transition from cut to fill. The roadbed is 12 m wide in cut and 14 m wide in fill. Side slopes are 1:2. Compute volumes of cut and fill by the average end area method or pyramid volume as appropriate. Find the net amount of waste or borrow, allowing 12% shrinkage for material excavated and placed in embankments. Borrow should be expressed in fill meters and waste in cut meters.