Annex 5: Activity Standards for Local Gravel Road Maintenance 556 section. 4. Final unlined ditch elevations should match culvert inlet and outlet elevations. 5. Place ditch waste material in a safe location that does not obstruct drainage. 6. Dig shoulder outlet channels, if needed, to allow water to drain, and report this condition to Area Engineer for scheduling of needed corrective action. V. Daily Production Rate 30 - 70 ditch meters cleaned VI. Method of Measurement The quantity of aggregate surface to be paid, shall be the number of centerline kilometers of road aggregates which have been placed, graded, compacted and accepted by the Engineer. VII. Basis of Payment The quantity of completely graded and compacted shoulder as , provided above shall be paid for at the contract unit price per kilometer which price and payment shall constitute full compensation for leveling, grading, shaping, compacting and watering of the surface and for all labor, equipment, tools to complete this item, including required traiffc control. VIII. Payment will be made under: