A road opening permit is required for any excavation
or construction of any kind within the right-of-way or that has an
effect on the right-of-way. The right-of-way shall be determined by
county layouts or other surveying records. If no layout is found,
the right-of-way shall be assumed as a total road width of 33 feet.
The holder of this permit or any of his designees
or other persons shall indemnify and save harmless the Town of Groton
against all claims for damages for injuries to persons or property
and against all costs, suits, expenses and losses occurred by anyone
or anything related to the conditions in this road opening permit.
A permit fee of $1 per linear foot will be paid to
the Town of Groton when the permit is submitted. Permits must be obtained
at least 48 hours before work begins.
Permits will be granted by the Highway Surveyor for
all road openings less than 100 feet other than emergencies (An "emergency"
is defined as gas, water or other public utility breaches) from April
15 to November 15 at which time all excavations will be closed and
patched.
All required traffic warning devices and signs will
be furnished by the contractor and approved by the Highway Surveyor
or his agent, at no cost to the Town of Groton.
No road opening permit will be issued for a road which
has been resurfaced within the past three years, except in case of
emergency. Request for exemption of this section must be made in writing
to the Select Board and Highway Surveyor.
All work will be performed in a professional manner
that does not impede the flow of traffic. Police details will be used
in high traffic areas as designated by the Highway Surveyor and Police
Chief or his agent at no cost to the Town of Groton. All emergency
departments (fire, police, ambulance) must be notified by the permit
holder of any work in a public way which may impede the smooth passage
of emergency vehicles.
Excavations in the traveled way shall be cut in straight
lines with a concrete saw or other accepted manner that will cut full
depth of the pavement. The excavation shall only be between these
lines.
Backfilling shall be done, with flowable fill, and mechanically compacted in six-inch lifts, or jetted with water to within two inches of pavement grade. The last two inches shall be a temporary bituminous patch to be maintained for a minimum of 60 days. Then a permanent patch shall be applied in accordance with Subsection L.
Backfilling will be done with excavated material unless
otherwise directed by the Highway Surveyor. Excess material will be
disposed of at the direction of the Highway Surveyor, at no cost to
the Town of Groton.
If work proposed will result in more than 50 cubic
yards of excess material, the contractor must apply for a certificate
of exemption to the Earth Removal Bylaw[1] from the Select Board prior to commencement of work.
Excavated material will only be placed on the traveled
way when it will not impede the flow of traffic. When material is
placed on the traveled way, a mechanical sweeper will be on the job
to sweep the pavement after backfilling each day.
Driveways, sidewalks, street intersections, shoulders,
lawns, shrubs, trees, signs and pavement markings shall be restored
to conditions prior to construction, at no cost to the Town. No trees,
tree limbs or brush will be cut without prior approval of the Highway
Surveyor.
Catch basins, drainage pipes, manholes and utility
structures shall be protected during construction and adjusted to
the grade. Any damage to these structures shall be repaired to original
working condition at no cost to the Town.
Cross trenches shall be excavated in such manner as
to maintain one lane of passage to traffic at all times. Cross trenches
will be patched with a bituminous path immediately after backfilling
and compacting.
There shall be no open trenches left in the public
right-of-way overnight. Trenches shall be backfilled or plated with
steel plates, and warning devices shall be placed to alert motorists
of road conditions. At no time shall there be more than 300 feet of
open trench without temporary patches being made.
The bituminous patch in a cross trench will be the
same thickness as the road surface. For example, if there is six inches
of hot top on the road, then the patch shall also be six inches. In
no case shall hot top be placed less than two and one-half inches
thick. A cut back of eight inches on each side of the original cut
will be made, so that the patch is placed on undisturbed material
when the permanent patch is applied.
All trenches will be left in a safe condition to accept
traffic at the end of each day's work. No equipment will be left on
the traveled way overnight. Regulatory signs will be replaced daily.
After completion of the work covered by this permit,
there will be a surface overlay of bituminous concrete, machine laid,
full width of the traveled way, and 30 feet both sides of the excavation
at a minimum depth of 1 1/2 inches. This overlay will be for
lateral trenches in roads that have been overlaid within the past
five years or at the discretion of the Highway Surveyor.
Final pavement shall not be placed on any street without
a minimum settlement period of one winter or without written permission
of the Highway Surveyor.
The contractor will be responsible for all miscellaneous
expenses. For no reason shall the Town be responsible for any costs
occurred from the conditions of a road opening permit.
All work is to be done between the hours of 8:00 a.m.
to 4:30 p.m., and there shall be no work done on Saturday, Sunday
or holidays, unless cleared by all departments.
Town of Groton utility departments (Water, Sewer and
Electric Light) are not required to file a permit application for
emergency repairs. Any road openings by these Town departments that
exceed 100 feet shall require a permit and approval by the Select
Board. The permit fee in all cases will be waived.