Section 38 – Sewer and Storm Drain Construction
12/1/03
38.5
38-7 PIPE JOINTS
Joints in pipe shall conform to the requirements of Section 50, “Construction Materials”, of
these Specifications for the type of pipe being installed.
Care shall be used to prevent chipping or cracking of either end of the pipe during
installation.
All joints for concrete pipe shall be rubber gasketed joints.
All joint surfaces shall be cleaned before joints are made.
38-8 PROTECTIVE COVERING
38-8.01 Sewer Pipe
Unless otherwise specified in the Special Provisions, sewer laid in trenches at such an
elevation that the top of the pipe bell is less than eighteen inches (18”) below subgrade of the
street, the pipe shall be covered with a protective covering as shown on the Plans.Storm Drain
Pipe
Unless otherwise shown in the Contract, storm drain pipe laid in trenches at such an
elevation that the top of the pipe bell has less than the minimum cover indicated in Table 38-1
shall be protected with a concrete cap, as shown on Detail 9-1D of Standard Drawing 9-1,
"Storm Drain Pipe Bedding and Initial Backfill". The cover shall be measured from the top of a
rigid pavement or the bottom of a flexible pavement. Unless otherwise shown in the Contract,
the concrete used in making the cap shall be Class "B" concrete conforming to Section 50-5,
"Portland Cement Concrete", of these Specifications.



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