4. Any repairs required by the Engineer as a result of the post construction
internal inspection shall be performed by the Contractor.
5. Contractor shall perform a post construction internal inspection in accordance
with Section 02760. Final acceptance of the work shall not be granted until
post installation inspection has been reviewed and approved by the Engineer.
6. Contractor shall perform testing as specified. Final acceptance of the work
shall not be granted until the appropriately formatted testing results have been
reviewed and approved by the Engineer.
3.04 REINSTATEMENT OF SERVICES
A. SERVICE CUTS
All live services shall be reinstated as soon as practical after rehabilitation, testing,
cooling, and acceptance of sewer lines. Inactive services may be left unopened as
directed by the Engineer. It is the Contractor’s responsibility to locate all live
services prior to rehabilitation activities. Each service connection shall be noted
by its size, position from a reference manhole, and orientation with respect to the
circumference of the pipe. Reconnection shall be accomplished from the interior
of the sewer line by means of a television camera and a remote controlled cutting
device. No excavation will be allowed.
B. CUTTING AND BRUSHING
Holes cut through the rehabilitation liner shall be done in a two-step process. The
holes shall be first cut open with a router bit or deburring tool, and then brushed
with a wire brush to a neat and smooth surface. Holes shall reopen service lines to
a minimum of ninety (90%) percent of the service lateral. A one-step process that
accomplishes the same effect may be used if approved by the Owner.
PART 4 MEASUREMENT AND PAYMENT
4.01 Unless otherwise stated by Owner, measurement for payment shall be along the
intervening distance between the centers of manholes along a line parallel to the pipe
invert.
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