HomeMy WebLinkAbout02177Section 16.02: On gravel roads, the compacted backfill shall
be brought up to within 6 inches of the finished surface. A
layer of 1 1/2 inches minus crushed stone shall be then applied
to a compacted depth of 4 inches. A layer of 3/4 " minus crushed
stone shall then be applied to a compacted depth of 2 inches to
bring the surface to finished grade.
Section 16.03: The compacted backfill shall be brought up to
within 6 inches of the finished surface. A layer of 1 1/2" minus
crushed stone shall then be applied to a compacted depth of 4 inches.
Edges of the existing pavement shall be thoroughly cleaned and then
primed with emulsified asphalt. Plant mix asphalt, Washington State
Highway Department, Type 1-1, Class C, shall then be applied to
a compacted depth of 2 inches to bring th_surface to a finished grade.
Section 16.04. The edges of the concrete pavement shall be
trimmed to a neat line. The compacted backfill shall be brought
to within 12" of the finished grade. A hollow shall be excavated
under the existing concrete pavement to a depth and distance back
from the edge thereof equal to the thickness of the concrete pave-
ment. The center of the trench may be built up to the base of the
original pavement with compacted 3/4" crushed stone. The pave-
ment shall then be poured, using a five sack highway standard mix.
Care shall be taken in pouring tlr.concrete into the hollows under
the edge of the existing.pavement. The surface shall be carefully
finished to match the existing concrete surface.
ARTICLE XVII
Validity
Section 17.01: If any section or portion of this ordinance
or any application thereof is adjudged to be invalid, such adjudica-
tion shall not affect the validity of the remaining portion of the
ordinance or other application thereof.
ARTICLE XVIII
Ordinances Repealed
Section 18.01: All ordinances in conflict herewith are here
and hereby repealed.
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