As used in this article, the following words or phrases shall
have the meanings indicated herein:
BLOCK
The area of a street between the nearest two cross streets.
CARTWAY
The actual road surface area from curbline to curbline, which
may include travel lanes and parking lanes. Where there are no curbs,
the cartway is that portion between the edges of the paved or hard
surface width.
OPENING
Includes removing, digging in, disturbing, excavating or
taking up any surface, pavement or road in any road or street as defined
by this article.
PARKING LANE
A lane usually set on the side or sides of a travel lane,
designed to provide on-street parking.
PAVEMENT
Includes the regularly traveled portion of any street or
roadway for which the Borough is responsible, being constructed by
bituminous concrete, portland cement concrete, macadam or other materials.
PERMITTEE
A person (as defined herein) holding a permit to do the work
which is regulated by this article.
PERSON
A person, corporation, partnership, association or any other
organization.
PUBLIC UTILITY
Any public utility as defined in N.J.S.A. 48:2.13, as amended.
ROAD or STREET
Any road or street, including sidewalks, curbs and shoulders
thereof, in the Borough of Caldwell for the maintenance of which the
Borough of Caldwell is responsible.
SHOULDER
Includes that area within the street right-of-way adjacent
to the existing pavement as described above and available for use
by vehicular traffic.
TRAVEL LANES
The portion of the cartway used for vehicular travel.
Prior to the issuance of a permit for excavation below pavement
grade, the applicant shall file a certificate of insurance with the
Construction Official certifying that there is in full force and effect
liability and property damage insurance for the protection of the
applicant, the Borough or its agents and employees connected therewith
from any and all claims for personal injury, including accidental
death and for property damage, in minimum amounts of $500,000 to $1,000,000
for bodily injury and $100,000 for property damage.
No such security deposit, certified check or performance surety
bond shall be released by the Construction Official until all repairing
and replacing of streets or other surfaces or appurtenance within
the street are completed fully to the satisfaction of the Borough
Engineer, all fees have been paid, as provided by this article, and
there shall be compliance with all other provisions of this article.
In no event shall any such security deposit, certified check or performance
surety bond be released without obtaining written approval thereof
by the Borough Engineer. However, no such approval of the Borough
Engineer shall be given for a period of three months from the completion
of such work.
Unless otherwise directed by the Borough Engineer, upon completion
of the opening and backfill, the following specifications shall govern
the maintenance and repair of street openings by the permittee:
A. The permittee shall notify the Borough Engineer at least 24 hours
prior to final repair of the trench.
B. The following table shall define the scope of the required street restoration, which shall be subject to the standards of Subsection
C.
Elapsed Time from Effective Acceptance Date to Date of
proposed Work
(years)
|
Size of Opening in Travel of Parking Lane
(square feet)
|
Required Final Repair
|
---|
Less than 7
|
Less than 16
|
Infrared road opening repair to the extent determined by the
Borough Engineer
|
Less than 7
|
More than 16 but less than 25% of the block
|
Perform a 2-inch mill and 2-inch overlay between the curbline
and center line of the roadway; if the permit extends to the next
block or fraction of the next block, the repaving will include the
full block area from curb to center line
|
Less than 7
|
More than 16 and 25% or more of the block
|
Perform a 2-inch mill and 2-inch overlay between the curblines
of the roadway; if the permit extends to the next block or fraction
of the next block, the repaving will include the full block area from
curb to curb
|
More than 7
|
Any size
|
To be repaired as required by § 207-19C
|
C. The final repair of the street opening shall meet the following standards:
(1) Six inches of bituminous stabilized base course shall be placed and
compacted so as to provide a smooth surface. A thin tack coat shall
be applied to the sides of the existing pavement.
(2) The permittee shall maintain pavement openings to the existing grade by the addition of bituminous concrete as required by this article. Should the permittee fail to do so in the opinion of the Borough Engineer, the Borough Engineer shall notify the Construction Official of such failure, and the Construction Official shall, upon 24 hours' notice, whether oral or written, to the permittee, order such conformity with this article or such repair or any such work deemed necessary and proper by the Borough Engineer and/or Construction Official, whereupon the Department of Public Works of the Borough shall commence such work, and the cost thereof shall be deducted from deposits received under §
207-15 hereof. If sufficient funds are not available, the permittee will be notified immediately.
(3) When, in the opinion of the Borough Engineer, settlement in the pavement
opening has ceased, the bituminous concrete surface course and base
course shall be removed to the required depth and the edges of the
existing pavement shall be neatly cut back to a minimum of six inches
with a pavement saw or pneumatic cutting tool, and a permanent pavement
shall be installed in the following manner:
(a)
There shall be no varying width in the final repair.
(b)
The edges of the existing pavement shall be painted with asphaltic
oil, and hot-mixed bituminous concrete pavement shall be installed
consisting of six inches of a New Jersey Department of Transportation-approved
bituminous stabilized base course mix (I-2 or Borough Engineer-approved
equal), and two inches of a New Jersey Department of Transportation-approved
bituminous concrete surface course mix (I-5 or Borough Engineer-approved
equal).
(4) For openings in reinforced concrete pavement when the settlement
in the temporary pavement has ceased, the temporary pavement shall
be removed to the required depth, and permanent pavement shall be
installed. The edges of the existing pavement shall be neatly cut
back to a minimum of six inches with a pavement saw or pneumatic cutting
tool to expose the existing reinforcement steel. There shall be no
varying width in the final repair. New steel of the same size as the
existing steel shall be wired to the existing steel with a six-inch
overlap. New concrete, 2,500 psi, eight inches thick, shall be installed
to complete the permanent repair.
(5) Driveway openings shall be replaced in kind, and the appropriate
specifications for the shoulder openings or pavement openings shall
govern replacement of same.
(6) Adequate provision, as approved by the Borough Engineer, shall be
made to maintain and restore drainage facilities.
(7) In the event that the street opening requires removal of a portion
or the whole crosswalk, the permittee is required to replace the existing
crosswalk strip from curb to curb in its entirety. In the case where
the crosswalk being disturbed is other than striped, for example,
stamped or textured asphalt or pavers or bricks on a concrete base,
the entire crosswalk and, if applicable, the sidewalk area, shall
be removed and replaced in kind, including the striping, pursuant
to details approved by the Borough Engineer.
All provisions of this article, except §§
207-15 through
207-17, shall apply to state, county or municipal authorities in addition to all persons described herein, as well as to contractors performing work in Borough streets under construction contracts with such state, county or municipal authorities, and such contracts shall contain provisions and specifications to ensure compliance with the provisions of this article.
Any street opening must be backfilled in accordance with §
207-18 within a period of 48 hours after commencement of excavation. Temporary repaving in accordance with this article shall be completed promptly as trenches are backfilled. The permittee may request an extension to the 48 hours by submitting a construction schedule that is approved by the Borough Engineer and the Chief of Police. Notwithstanding such extension, any street opening which may be permitted to be longer than a period of 48 hours shall be covered with a one-inch fixed steel road plate. Permit and pavement replacement shall be completed within a period of six months from the date of installation of temporary pavement unless the Borough Engineer shall designate a shorter period of time. During the winter season, as determined by the Borough Engineer, the permit and pavement replacement will be deferred until weather permits.
The provisions of this article shall be enforced by the Borough
Engineer and/or the Construction Official or their designees.
Any person, contractor or utility who commits a violation of
this article shall, upon conviction thereof for a first offense, pay
a fine of not less than $100 nor more than $500 and/or be imprisoned
in the county jail for a term not exceeding 90 days; for a second
offense, upon conviction thereof, pay a fine of not less than $250
and/or be imprisoned in the county jail for a term not exceeding 90
days; for a third or subsequent conviction, pay a fine of not less
than $500 and/or be imprisoned in the county jail for a term not exceeding
90 days.