5. Invert elevations at beginning and end of
pipelines and at manholes or similar structures.
6. Class or strength of pipe and limits for same
where class or strength will be different for
different sections of pipeline. Provide shape
requirements if different shapes available.
7. Design details for pertinent manholes, catch
basins, curb inlets, and head walls.
8. Store drainage lines and culverts required to be
watertight.
9. Bedding conditions, where different from those
specified in the appropriate NAVFAC specifications
and location of cradle(s), when cradle is required
if not covered under the appropriate NAVFACENGCOM
specifications.
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1.1
REFERENCES
**************************************************************************
NOTE: Issue (date) of references included in
project specifications need not be more current than
provided by the latest guide specification. Use of
SpecsIntact automated reference checking is
recommended for projects based on older guide
specifications.
**************************************************************************
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ACI INTERNATIONAL (ACI)
ACI 346
(2001) Specification for Cast-in-Place
AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS
(AASHTO)
AASHTO HB-17
(2002) Standard Specifications for Highway
Bridges
AASHTO M 167
(2003) Corrugated Steel Structural Plate,
Zinc-Coated, for Field-Bolted Pipe,
Pipe-Arches and Arches
AASHTO M 190
(1995; R 2000) Bituminous Coated
Corrugated Metal Culvert Pipe and Pipe
Arches
AASHTO M 198
(2003) Joints for Concrete Pipe, Manholes,
and Precast Box Sections Using Preformed
Flexible Joint Sealants
SECTION 02630
Page 5
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