Plans showing original ground elevations and
finished grades, center-line profiles, typical cross section and proposed
drainage facilities shall be submitted to the Town Planning Board
and the Town Superintendent of Highways before final approval can
be given. No construction shall be commenced until such approval has
been given.
As used in this article, the following terms
shall have the meanings indicated:
DEVELOPER
That person, association, company, or corporation that is
the owner of the land as shown on the final approved subdivision plan.
The developer will be responsible for full compliance with these specifications
as well as any existing subdivision and zoning regulations of the
Town of Cazenovia. The developer will require any contractor employed
by him to perform the construction work to comply with the specifications
and regulations required by this article or any further amendments
thereto.
ENGINEER
A professional engineer that may be employed by the Town
of Cazenovia to supervise the work of the developer and thereafter
to certify to the Town that the items of work constructed by the developer
are built in accordance with the approved plans.
ROADWAY
That portion of the right-of-way that is disturbed for purposes
of constructing the road section, including pavement, gutter, ditches
and back slopes.
The developer shall prepare the subgrade to
receive the pavement and concrete gutters in conformity with the lines
and grades as shown on the plans. Before the subbase course material
is placed upon the subgrade, it shall be shaped to line and grade
and compacted with an approved self-propelled roller weighing not
less than 10 tons. All hollows and depressions which develop under
rolling shall be filled with acceptable granular material and shall
again be rolled. Granular materials used to fill depressions shall
consist of approved hard, durable particles 100% of which shall pass
a one-half-inch sieve and not more than 5% of which shall pass a No.
200 sieve. This process of shaping and roll and filling shall be repeated
until no depressions develop. The subgrade shall not be muddy or otherwise
unsatisfactory when the subbase material is placed upon it. If soft
spots develop during the rolling, the material shall be removed and
replaced with acceptable granular material as above.
The granular subbase course shall be constructed
in accordance with the plan and complying with NYSDOT Specifications
dated January 3, 1978, Section 304 or as amended.
The asphalt surface courses shall be constructed
in accordance with the plan and complying with NYSDOT Specifications
dated January 3, 1978, Section 403, Binder Type 4, Top Type 6, or
as amended.