518 Transitions of 10 ft or less will be required between two different types of paved side ditches. Cut-off wall and lug details shall be as shown on the plans. A cut-off wall shall be constructed at the beginning and end of any paved side ditch. Lugs shall be poured monolithic with paved side ditch on steep grades. Their locations shall be as shown on 40 the plans or as otherwise directed. Backfilling shall be in accordance with 605.04(g).
607.04 Cement Concrete Gutter and Turnout
Concrete gutter and concrete gutter turnout shall be constructed as shown on the plans or where directed. Construction sha ll be in accordance w ith all applicable requirements set out herein for paved side ditch. 607.05 Method of Measurement Paved side ditch or cement concrete gutter will be measured by the linear foot along the centerline of the ditch per each type specified. Each cutoff wall or lug will 50 be measured as 8 lft of paved side ditch or cement concrete gutter. Paved side ditch transitions at earth ditches and pipe culverts will be measured as equivalent lengths in linear feet of the paved side ditch specifi ed at each location. Transitions at the intersection of two different types of paved side ditch will be converted to equivalent lengths in linear feet of the larger type of paved si de ditch specified at each site. Reinforced concrete gutter turnout will be measured as 50 lft of concrete gutter. Additional length, if required, will be measured by the linear foot of concrete gutter.
607.06 Basis of Payment 60
The accepted quantities of paved side ditch or cement concrete gutter of the type specified, including cutoff walls and lugs measured in accordance with 607.05, will be paid for at the contract unit price per lin ear foot complete in place. Concrete gutter turnout will be paid for at the contract unit price per linear foot for gutter, concrete, of the type specified. Payment will be made under: Pay Item Pay Unit Symbol 70 Gutter, Concrete, _____ ............................................................ LFT type Paved Side Ditch, _____ ........................................................... LFT type The cost of reinforcing bars or welded wire reinforcement, excavation, joints, and necessary incidentals shall be include d in the cost of the pay items. 607.04