Construction of sanitary sewers and/or sewer service shall not
commence until engineering plans and specifications have been approved
by the City Engineer and permits for construction of the sewers have
been issued by the City and the Michigan Department of Environment,
Great Lakes and Energy (EGLE).
A.
The trench shall be excavated so that the flow line of the finished
sewer shall be at the depth and grade shown on the approved plans.
The trench for the pipe shall be excavated at least 12 inches wider
than the external diameter of the pipe. The width of the trench shall
not exceed the external diameter of the pipe by more than 18 inches
at the top of the pipe. If the excavation has been deeper than necessary,
the foundation shall be brought to proper grade by the addition of
well-compacted bedding material. Where a firm foundation is not encountered
at the grade established, due to soft, spongy or other unsuitable
soil (unless other special construction methods are called for on
the plans or in the special provisions), all such unsuitable soil
under the pipe and for the width of the trench shall be removed and
replaced with well-compacted bedding material.
B.
The pipe shall be laid so that it will be uniformly supported and
the entire length of the pipe barrel will have full bearing. No blocking
of any kind shall be used to adjust the pipe to grade except when
used with embedment concrete.
A.
Pipe shall be laid straight both horizontally and vertically between
manholes.
B.
Pipe laying and joining shall be done in accordance with the pipe
manufacturer's recommendations.
C.
Pipe shall not be dropped from delivery vehicles. All pipe shall
be lowered into the trench with a suitable apparatus; in no case shall
the pipe be dropped or thrown.
A.
Connections to the sewer main shall be done by means of a wye fitting
installed in the main.
B.
When the sewer mains are deeper than 12 feet, risers shall be installed
at connections such that service pipe shall be no more than 12 feet
deep. The pipe shall than be extended to within five inches to zero
inches of the surface with a vertical riser at the property line.
C.
Unused wye fittings shall have socket ends sealed by water tight
rubber or plastic stoppers suitably fastened or braced to prevent
dislodging by back pressure from the main line.
D.
Connections to existing sewer mains shall be made by installing a
new wye fitting or by use of a circular saw cut by proper tools (sewer
tap machine or similar) and installation of a wye saddle in accordance
with manufacturer's recommendations. All such connections shall
be done in the presence of the City inspector.
Sanitary sewers shall be constructed sufficiently deep so as
to prevent freezing. For the purposes of this specification, a depth
of not less than five feet to the sewer invert shall be required unless
otherwise approved by the City Engineer. In addition, they shall be
sufficiently deep to provide an outfall for all sanitary sewage within
the ultimate service area, both existing and future.
A.
Backfilling shall not be done until installation of the sewer has
been inspected and approved by the Director of Public Services or
the City Engineer.
B.
Backfill to four inches above the top of the pipe, except flexible
thermoplastic pipe, shall be done with material conforming to bedding
material placed in six-inch lifts compacted to 95% maximum dry density
as determined according to ASTM D1557 or AASHTO-T180.
C.
Excavations for sewers which are beneath any existing or proposed
pavements, driveways and sidewalks and any trenches where the inner
edge is within two feet of such areas shall be backfilled with MDOT
Class II granular material in twelve-inch lifts compacted to 95% maximum
dry density as determined according to ASTM D1557 or AASHTO-T180.
D.
Excavations for sewers not beneath or within two feet of existing
or proposed paved areas shall be backfilled with material excavated
from the trench, unless such material is determined to be unsuitable
by the City Engineer. The material shall be free from clods and rocks
and shall be placed in twelve-inch lifts compacting each lift to yield
a minimum of 85% of maximum dry density as determined according to
ASTM D1557 or AASHTO-T180.