The owner shall maintain traffic and protect
the public from damage to person and property while construction is
being performed in any public right-of-way or any private street.
Travel shall be maintained over a reasonably smooth traveled way which
shall be marked as necessary for the type of street so that a person
who has no knowledge of conditions can safely and with a minimum of
discomfort and inconvenience drive or walk over all or any portion
of the street. The Town Highway Superintendent shall determine whether
one-way or two-way traffic shall be maintained.
The owner shall clean up all debris or materials
left as a result of his work and completely repair damage caused by
him to any public or private property, including any existing street
he may have used. Resetting of surveying points and reseeding roadside
areas are included in repairs required.
The town may require construction of a type
not contemplated at the time of Planning Board review, provided that
such requirements are for a higher type of construction. This is to
allow for proper construction to meet conditions not known at the
time of review. Such construction changes shall be shown on as-built
drawings.
[Amended 6-25-2024 by L.L. No. 4-2024]
Application of asphaltic concrete on new roads
shall be permitted only during the period of April 1 through November
1. The temperature during the time of construction shall be at least
50° F. Construction shall not occur during wet weather or during
other adverse weather conditions. Deviation from these conditions
shall be permitted only by special permission from the Town Highway
Superintendent.
Compaction of the subgrade shall be achieved
to the satisfaction of the Town Highway Superintendent. Placement
of the subbase shall not proceed until approval of the subgrade is
received in writing from the Town of Moreau.
Prior to the placement of the gravel, the contractor
shall have a sample analyzed that is truly representative of that
material to be used for compliance with the appropriate NYSDOT Standard.
A New York State approved laboratory for sieve analysis shall be used.
The results of the sample tested shall be submitted for the town's
approval. Town approval, in writing, shall be obtained before the
commencement of any work. In the event that the gravel bank changes,
the procedure outlined above shall be repeated. Additional testing
may be required at the discretion of the Town of Moreau Highway Superintendent.
The owner shall provide the Highway Superintendent with men and equipment
to dig or have dug test holes to confirm the depth of subbase actually
placed. The location of such test holes shall be at the Highway Superintendent's
discretion.
[Amended 6-25-2024 by L.L. No. 4-2024]
A. The subbase
course shall consist of three inches, after compaction, of Type 3
asphalt concrete (Item 403.13 NYSDOT Standard Specifications) binder
material. Application of the subbase course shall be in conformance
with Section 401-3 NYSDOT Standard Specifications and shall be graded
as shown on the accompanying drawing and the approved grade profile.
B. An intermediate
finish course shall be applied consisting of 1 1/2 inches of either
Type 6F or Type 7 compacted asphalt over the three-inch layer of the
Type 3 dense binder and subbase material.
Upon completion of the asphaltic concrete base
course and top course, the owner shall furnish the Highway Superintendent
with men and equipment to dig or have dug test holes to establish
and confirm the depth and quality of each paving course.
The construction of storm drains and highway
underdrain shall be properly sequenced with the road construction.
Storm drains and underdrains shall be constructed in accordance with
the approved plans and in accordance with the NYSDOT Standard Specifications.