As used in this chapter, the following terms shall have the
meanings indicated:
STREET
Any road, highway, public way, public alley, easement or
other right-of-way accepted or maintained by the Township as a public
street, as well as any state or county road or highway over which
the Township has acquired jurisdiction by agreement.
Applications for a permit shall be made to the Township Engineer
and shall contain the following information:
A. Name and address of the applicant.
B. Name of the street where the opening or occupancy is to be made and
the street number, if any, of the abutting property.
D. Dimensions of trench in which the opening is to be made or dimension
of area to be occupied as well as pavement dimension to the opposing
edge of pavement.
E. Purpose of the work proposed.
F. Date when the work is to be commenced and completed.
G. A sketch of the work site, in quadruplicate, indicating the following:
(1) The exact location and dimensions of all openings to be made or areas
to be occupied.
(2) The specific installations to be made.
(3) The types of proposed traffic control devices to be utilized for
the projects, said devices to be in conformity with the guidelines
set forth in the Manual of Uniform Traffic Control Devices, current
edition.
(4) A line and grade plan showing the proposed work, including its exact
location with respect to a street intersection or some other fixed
and prominent object, as well as its width and relationship to the
grade of the street and the adjacent property and, in the case of
a driveway apron, its slope or pitch.
(5) Any other information that the Township Engineer deems necessary
in order to determine whether the work will comply with this chapter.
H. The name and addresses of the worker or contractor who is to perform
the work, as well as the names and telephone numbers of at least two
persons responsible on a twenty-four-hour call basis to handle emergency
repairs for said contractor.
I. A nonrefundable permit application fee, calculated in accordance with §
404-5, to defray the engineering costs of permit review, issuance, servicing, administration and inspection.
J. A refundable restoration guaranty in an amount to be determined by the Township Engineer in accordance with §
404-5.
The following schedule of fees is hereby fixed, determined and
established as being the nonrefundable fees to be paid to the Township
of Brick to be drawn upon by the Township Engineer in conjunction
with the issuance and servicing of such permits, and supervision and
inspection of such openings to proper restoration.
A. Opening not greater than 50 square feet or occupancy only: $75.
B. Opening up to 100 square feet: $100.
C. Opening up to 200 square feet: $125.
D. Opening up to 400 square feet in length: $175.
E. Opening over 400 square feet: $250, plus $0.50 per lineal foot in
excess of 400 square feet.
[Amended 7-24-2018 by Ord. No. 19-18]
A. Requirement to restore surface. The permittee shall restore the surface
of all streets, driveways, sidewalks, aprons, grassed or other right-of-way
areas broken into or damaged as a result of the excavation work to
its original condition in accordance with the specifications of the
Township Engineer.
B. Criteria for repairs.
(1) Within grassed areas, all trench openings and damaged areas shall
be backfilled for the top four inches with topsoil as defined in the
New Jersey Department of Transportation Standard Specifications for
Road and Bridge Construction, latest edition. Then, both the trench
and area disturbed by excavated material and construction operations
shall be seeded with Fertilizing and Seeding, Type A, as specified
in the same specifications.
(2) Within the limits of gravel roadways, driveways and parking areas
all trench openings shall be backfilled and compacted as heretofore
noted. The top eight inches shall be backfilled with eight inches
of compacted Soil Aggregate Designation I-5 (formerly Type 2 Class
A or B road gravel) as defined in the New Jersey Department of Transportation
Standard Specifications for Road and Bridge Construction, latest edition.
(3) Within the limits of bituminous concrete or bituminous treated roadways
all trench openings shall be backfilled and compacted as required
the New Jersey Department of Transportation Standard Specifications
for Road and Bridge Construction, latest edition. The upper 11 inches
of the trench shall receive a temporary repair of six inches of compacted
Soil Aggregate Designation I-5 of the above listed specifications
topped with five inches of Hot Mix Asphalt 19M64 Base Course as defined
in the above-listed specifications.
(a)
The temporary pavement shall remain in place for a period of
at least three months until any residual settlement takes place, which
time shall not exceed four months. During this time, the permittee
shall assure maintenance of the pavement surface level. Manholes,
valve boxes or other physical utility obstructions, shall have feathered
approaches not to exceed a five-percent slope where necessary and
pavement lining shall be restored by the permittee for adequate traffic
control.
(b)
The final asphalt paving will depend on the size of the trench:
[1]
Where 20% or more of the existing surface width and/or a distance
parallel or longitudinal to the roadway center line of 25 feet or
more has been disturbed, the permittee shall mill the entire pavement
surface from edge to edge or curb to curb and the full length of the
trench plus five feet each side at a minimum depth of two inches.
All milling and disposal of millings shall be done in accordance with
the NJDOT Standard Specifications. The permittee shall clean and sweep
the milled surface and apply tack coat in preparation for immediate
paving. The area will then be paved with two inches of HMA 9.5M64
surface course. The Township will require that the terminal ends of
the paving be keyed and cut vertical to provide a smooth transition
to the existing asphalt surface. Feathering will not be allowed.
[2]
Where less than 20% of the existing surface and a distance parallel
or longitudinal to the roadway center line of less than 25 feet has
been disturbed, the permittee shall sawcut the existing surface course
two inches deep at a location 12 inches beyond the trench surface,
and remove the existing pavement to the same depth. Pavement removal
shall be done by milling or another method as approved by the Township
Engineer. The permittee shall clean and sweep the milled surface and
apply tack coat in preparation for immediate paving. The area will
then be paved with two inches of HMA 9.5M64 surface course in accordance
with the NJDOT Standard Specifications. The Township will require
that the terminal ends of the paving be keyed and cut vertical to
provide a smooth transition to the existing asphalt surface. Feathering
will not be allowed.
(c)
Within the limits of portland cement concrete roadways, all
trench openings shall be backfilled and compacted as previously required,
a satisfactory foundation prepared, the reinforcement restored and
the concrete pavement equal in thickness to that in place in the roadway
replaced with concrete as defined in the above-listed specifications.
(d)
Road openings and/or trenches involving unusual or special conditions
including attachment to bridges shall be restored in accordance with
and pursuant to the direction of the Township Engineer.
(e)
Within sidewalk areas, all trench openings shall be backfilled
and compacted as previously required, and finished with a concrete
sidewalk, four inches thick and at least four feet wide with a compressive
strength of not less than 4,000 psi after 28 days. The sidewalk shall
be broom finished with striations perpendicular to walking traffic.
Troweled joints shall be installed not less than every four feet (or
distance equal to the sidewalk width) and bituminous joints installed
every 20 feet. At points of vehicular crossings, the sidewalk shall
be increased to six inches thick and one row of welded wire fabric
(six-inch-by-six-inch pattern, W2.1x2.1 gauge) shall be added at the
mid-depth of the concrete.
(f)
In the event that temporary paving, patching, final paving,
or any other aspect of the restoration process is not completed to
the satisfaction of the Township Engineer, the Township shall complete
the restoration and the cost incurred shall be paid by the permittee
or deducted from his deposit.
C. Temporary surface restoration in traffic lanes. The permittee may
be required to place a temporary surface over openings made in paved
traffic lanes. Except when the permanent replacement pavement is to
be replaced before the opening of the cut to traffic, the fill above
the bottom of the paving slab shall be tamped into place, and this
fill shall be topped with a minimum of at least two inches of bituminous
mixture which is suitable to maintain the opening in good condition
until permanent restoration can be made. The crown of the temporary
restoration shall not exceed one inch above the adjoining pavement.
The permittee shall exercise special care in making such temporary
restorations and must maintain such restorations in safe travelling
condition until such time as permanent restorations are made. The
asphalt which is used shall be in accordance with the specifications
of the Township Engineer. If, in the judgment of the Township Engineer,
it is not expedient to replace the pavement over any cut or excavation
made in the street upon completion of the work allowed under such
permit by reason of the looseness of the earth or weather conditions,
he may direct the permittee to lay a temporary pavement of steel plate
or other suitable material designated by him over the cut or excavation
to remain until such time as the repair of the original pavement may
be properly made.
D. Permanent street restoration. Permanent restoration of the street
may be made by the permittee in strict accordance with the specifications
prescribed by the Township Engineer to restore the street to its original
and/or proper condition, or as near as may be. When, in the opinion
of the Township Engineer, the full width overlay will present a hazardous
condition and jeopardize the health, safety and welfare of the general
public, the Township Engineer shall direct the permittee the method
of restoration of the roadway surface.
E. Approval contingent upon time period. Acceptance or approval of any
excavation work by the Township Engineer shall not prevent the Township
from asserting a claim against a permittee and his or its surety under
the surety bond required hereunder for incomplete or defective work
if discovered within 12 months from the completion of the excavation
work. The Township Engineer's presence during the performance
of any excavation work shall not relieve the permittee of its responsibilities
hereunder.
Any person who violates any provision of this article shall,
upon conviction thereof, be punished by a fine not exceeding $2,000
or by imprisonment for a term not exceeding 90 days, or both. A separate
offense shall be deemed committed on each day during which a violation
occurs or continues.
No person shall throw, put or place into, upon or within any
street or public place any substance, matter or thing whatever, whereby
the safe, free or unobstructed use of the same by the public may be
in anywise impeded or interfered with.
Any violation of this article shall be punishable as provided in Chapter
1, §
1-15, General penalty.