Unless otherwise specified or indicated on the plans, all concrete shall be Class C concrete, as specified in §
A385-52, and shall be mixed and placed in accordance with the requirements set forth in Article
VII of this chapter.
Temporary pavements to carry traffic shall be
constructed at all points where the sewer crosses or runs through
a paved roadway. In placing the temporary pavement, the trench backfill
shall be compacted as directed up to within six inches of the surface,
after which the remaining six-inch space shall be filled with steam
cinders, which shall be well-rolled. The contractor shall maintain
this temporary pavement in a condition adequate for usual traffic
until such time as the Borough Engineer orders the permanent pavement
placed again. The cost of constructing and maintaining temporary pavements
shall be deemed included in the unit price bid per linear foot for
sewer construction.