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��YG� �sG�VL��L NOTG'3
The sewer system shall conform to the standards of the
Costa Mesa Sanitary District.
All sewer stationing is along the centerline of the sewer.
Manholes shall be left clean.
The developer shall furnish the sewer contractor with a
plot plan indicating the recommended location of the house
connection for each lot prior to sewer main construction.
All sewer laterals shall be staked by a surveyor before
trenching.
Clay pipe joint compound shall be CP1 -2; JC -60 mechanical
compression joints shall be Wedge -Lock Speed Seal Mainline,
or approved equal. In no case will joint material using
neat Portland cement mortar or grout be permitted.
All sewer connections shall be placed prior to surfacing t
of streets.
Stamp "S" on curb at all sewer lateral locations.
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Contractor shall request inspection from the office of the
Sanitary District Engineer 24 hours prior to commencement
of work. Telephone 556 -5400.
Manholes shall be brick or precast concrete as manufactured
by Associated Concrete Products, Inc., or approved equal.
Sewer manhole frames and covers shall be left 6- inches
below finished grade.' The sewer contractor shall raise
the manhole frames and covers to finished grade after street
surfacing is completed.
Sewer manhole frames and covers shall be Alhambra Foundry
A -1270, or approved equal, unless noted.
6 -inch VCP laterals shall be constructed from the sewer main
to the property line for each lot.
Work not performed in the presence of the District Engineer
and /or inspector is subject to rejection.
Permits required for sewer construction shall be obtained
from the street department, City of Costa Mesa, 77 Fair Drive,
Costa Mesa - Telephone Number 714/556 -5307.
After the pavement base has been placed, all sewers shall
be tested for leakage to the satisfaction of the ^osta Mesa
Sanitary District.
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