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...Sheet balance earthwork volumes in cubic yards project county ashe date compiled by of sheets custom shrinkage factor excavation embankment waste station total rock undercut unsuit suitable earth embank borrow unclass subtotal material for shoulder construction loss due to clearing amp grubbing additional replace adjust lieu est top soil on pit grand say note quantities are calculated the roadway design unit these based part subsurface data provided geotechnical engineering dde x xxx shallow estshallow stations class iv subgrade stabilization per geotech recommendation estimated be used discretion resident engineer check uncl exc emb subtotals alexander...