The subdivider shall first submit to the Town Clerk complete plans and
profiles of the proposed roadway. These plans must be approved by the Town
Engineer and the approved plans submitted to the Highway Superintendent before
any work is started.
The roadway shall first be graded to elevations established by the subdivider's
engineer in accordance with plans approved by the Town Engineer. Fill, where
required, shall be of material and compaction approved by the Town Superintendent
of Highways. All soft, spongy or other unsuitable material shall be removed
from the subgrade or the site of new embankments and replaced with acceptable
material. The subgrade shall not be muddy or otherwise unsatisfactory when
the stone is placed upon it. All culverts and drains shall be satisfactorily
completed before any stone is placed on the subgrade.
At all intersecting highways, a smooth-riding and satisfactory junction
must be produced.
Pipe culverts of a length and diameter approved by the Superintendent
of Highways shall be provided where necessary. At all driveways, the minimum
diameter shall be 12 inches and the minimum length 20 feet. Culverts shall
be reinforced concrete pipe or corrugated galvanized metal.
A three-inch asphalt concrete top course (conforming to New York State
Department of Public Works Specifications) consisting of a two-inch binder
and one-inch top may be substituted for the penetration top course at the
option of the developer.