Section 38 – Sewer and Storm Drain Construction
12/1/03
38.6
Table 38-1 Minimum
Pipe
Pipe Cover Requirements
Pipe Material Type and Location
Minimum Cover Requirement
High Density Polyethylene (HDPE) - non traffic areas Twelve inches (12”) - top of pipe
to top of grade
High Density Polyethylene (HDPE) - for dia. to 36” in
traffic areas
Twelve inches (12”)
High Density Polyethylene (HDPE) - dia. 42” to 60” in
traffic areas
Twenty-four inches (24”)
Corrugated Metal
Span/8 but not less than 12 inches
(12”)
Spiral Rib - Steel
Span/3 but not less than twelve
inches (12”)
Spiral Rib - Aluminum with spans less than or equal to
72”
Span/2 but not less than twelve
inches (12”)
Spiral Rib - Aluminum with spans greater than 72”
Span/3 but not less than thirty
inches (30”)
Reinforced Concrete in unpaved areas and under
flexible pavements
1/8 the diameter or rise (the
greater of) but not less than twelve
inches (12”)
Reinforced Concrete under rigid pavements
A nine-inch (9”) space between
top of pipe and bottom of slab
consisting of compacted granular
fill shall be maintained at a
minimum.
Cast-in-Place-Concrete-Pipes in paved areas
The Structural Section plus
twenty-four inches (24”)
Cast-in-Place-Concrete-Pipes in unpaved areas
Twenty-four inches (24”)
Polyvinyl Chloride - C900 and C905
Twelve inches (12”)
Polyvinyl Chloride - D2241 and D3034
Twenty-four inches (24”)
Note: All depths shown are for a minimum trench width equal to the outside diameter of
the pipe plus sixteen inches (16”) measured at the top of the pipe.
38-9 BACKFILLING PIPE TRENCHES
Backfill of all sewer and storm drain pipes shall conform to the requirements in Section 19,
“Trench Excavation, Bedding and Backfill”, of these Specifications. Bedding and backfill for
sanitary sewer pipes shall be in accordance with Standard Drawing 7-4 for sewer and Standard
Drawing 9-1 for storm drain.
38-10 TESTING OF PIPE
Unless otherwise specified in the Contract, after laying, backfilling, and compacting of sewer
and drain pipe, and before placing the aggregate base, the Contractor shall clean the pipe
system, test for obstructions and leakage, and perform the television inspection (TVI).
Obstruction or leakage tests for storm drain shall be performed when required by the
Contract or when visual inspection by television or lamping indicates that there may be
obstructions or leaks in the pipe.



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