It shall be unlawful for any person, firm, corporation, or company,
after having obtained a street opening permit therefor, to open or
disturb an area greater than that specified in said street opening
permit. No waiver from the street opening permit specifications will
be permitted without first formal notification in writing to, and
formal response in writing from, the office of the City Administrator.
A. No work within any public right-of-way shall be permitted before
7:00 a.m. or after 6:00 p.m., Monday through Friday. No work shall
be permitted on Saturdays, Sundays and municipal holidays.
B. Prior to the placement of any equipment for work to be performed
under the street opening permit, the person, firm, corporation, or
company performing the work shall erect the necessary maintenance
protection of traffic devices. All maintenance and protection of traffic,
both signage and location, shall be in accordance with the published
details of the MUTCD. Any question arising as to the amount of required
traffic control devices shall be resolved by the Ventnor City Public
Safety Department. Failure to establish the necessary traffic control
prior to the initiation of any work under a street opening permit
shall be cause for revocation of said permit.
C. Any street opening permit work which shall cause the temporary closure
of one lane of traffic shall not take place until a proper traffic
control plan has been submitted to and approved by the Ventnor City
Police Department. After approval of said traffic control plan, at
least 24 hours' advance notice by telephone shall be provided to the
Ventnor City Police Dispatcher. No complete closure of any municipal
street shall be permitted unless submitted with the original request
for and issued under the approved street opening permit. All property
owners affected by a lane closure or road closure shall be notified
48 hours in advance by door hangers.
D. Prior to the initiation of any excavation activity, proper erosion
and sediment control measures shall be employed to prevent any excavated
material from entering existing drainage facilities. Where it is determined
necessary by the Supervisor of Public Works, inlet filter material
shall be utilized during the course of excavation. Filter material
shall be removed upon completion of the excavation work. For projects
involving more than one day, the contractor shall maintain and replace
the filter material to assure functioning in rainfall events.
E. The contractor shall be required to perform all excavation, bedding,
backfilling, and disposal of excess material in conformance with Section
202 of the Specifications. All openings shall first be sawcut. Trench
openings shall not be permitted to remain overnight. During excavations
greater than four feet in depth, the contractor shall utilize proper
equipment to protect undermining of the adjacent asphalt areas. Failure
to provide proper equipment to protect from undermining of the adjacent
asphalt area shall be cause for immediate cessation of work and revocation
of the street opening permit. Undermined areas shall immediately be
removed through sawcutting and shall become part of the obligation
of the permittee for proper restoration.
F. Openings within asphalt pavement shall be restored to a condition
as well as it was before the excavation was commenced. See details
at the end of this article.
(1) Trenches shall be backfilled in layers not to exceed six inches,
and a vibratory tamper must be used. Ninety-five-percent compaction
shall be required. Puddling of backfill is strictly prohibited. Should
there be a deficiency, additional backfill material shall be supplied
by the permittee. Whenever the City Engineer shall deem the material
unsatisfactory for backfill, the permittee shall provide acceptable
material for the backfill.
(2) Roadways with a concrete base shall be restored using a combination
of concrete and asphalt. The amount of concrete and asphalt to be
used at each such excavation shall be as directed by the City Engineer.
(3) Hot mix asphalt (HMA) street restoration specifications.
(a)
Gravel. Gravel shall be installed six inches thick. The gravel
shall consist of compact soil aggregate, Type I-5. The use of a recycled
asphalt product (RAP), dense graded aggregate (DGA) or recycled concrete
product may be substituted for the soil aggregate as long as it meets
the New Jersey Department of Transportation (NJDOT) requirements for
I-5 materials. The City Engineer may, at his discretion, submit samples
of the soil aggregate for a gradation analysis, with the cost of said
analysis to be borne by the applicant.
(b)
Temporary restoration.
[1]
Hot mix asphalt (HMA) roadways.
[a] Less than 100 square feet.
[i] For openings in asphalt roadways that are less
than 100 square feet, the temporary restoration will consist of the
installation of six inches thick of soil aggregate, Type I-5, to a
level of six inches below the level of the adjacent paved surfaces.
A four-inch-thick lift of HMA base course, Mix 19M64, followed by
a two-inch-thick lift of a bituminous concrete cold patch installed
to grade.
[ii] These temporary surfaces shall be left in place
for a period of not less than 45 days to allow sufficient settlement
to occur. Should settlement continue to be inadequate, the City Engineer
shall determine when the work is acceptable for final restoration.
The permittee shall be responsible for all maintenance deemed necessary
by the City Engineer until such time as the final restoration is completed,
which shall be completed within not more than 90 days from the date
of opening.
[b] Greater than 100 square feet.
[i] For openings in asphalt roadways that are greater
than 100 square feet, the temporary restoration will consist of the
installation of six inches thick of soil aggregate, Type I-5, to a
level six inches below the level of the adjacent paved surfaces. A
six-inch-thick lift of HMA base course, Mix 19M64, shall then be installed
to grade.
[ii] These temporary surfaces shall be left in place
for a period of not less than 45 days to allow sufficient settlement
to occur. Should settlement continue to be inadequate, the City Engineer
shall determine when the work is acceptable for final restoration.
The permittee shall be responsible for all maintenance deemed necessary
by the City Engineer until such time as the final restoration is completed,
which shall be completed within not more than 90 days from the date
of opening.
(c)
Final restoration.
[1]
Hot mix asphalt (HMA) roadways.
[a] Less than 100 square feet. For openings less than
100 square feet, the final restoration will involve the removal of
the top two inches of bituminous concrete cold patch. All edges shall
be saw cut six inches beyond the actual trench width disturbed to
produce a clean edge, and said edges shall be prepared with an asphaltic
tack coat. A two-inch-thick lift of HMA surface course, Mix 12.5M64,
shall then be placed to a level even with the existing road grade.
[b] Greater than 100 square feet.
[i] For openings greater than 100 square feet, the
trenches shall be saw cut and milled to a depth of two inches to a
distance of at least 12 inches beyond the actual trench width to produce
a clean edge. All edges shall be coated with an asphaltic tack coat
prior to a two-inch-thick lift of HMA surface course, Mix 12.5M64,
being placed to a level even with the existing road grade.
[ii] No surface water shall be entrapped or ponded
on the resurfaced areas. If any ponding occurs, the permittee will
be responsible for performing whatever remedial action is required
by the City Engineer.
(4) Emergency openings.
(a)
No permit shall be issued for any street opening which would
disturb the pavement of any road having been constructed, reconstructed
or overlaid until a period of five years after the completion of said
construction, reconstruction or overlay, except in the event of an
emergency. The five-year period as articulated herein shall be calculated
from the date in which said road was constructed, reconstructed or
overlaid and run five years thereafter. In the event that any entity
shall be required to open a street and/or roadway as a result of an
emergency, said emergency opening shall be reviewed by the City Engineer
and if said City Engineer determines that no such emergency existed,
then the entity so opening the street and/or roadway shall have a
fine imposed upon such entity in the amount of $1,000 for the first
nonemergency opening, $5,000 for a second nonemergency opening and
$10,000 for a third nonemergency opening.
(b)
In the event that an emergency requires the opening of a roadway
that has been resurfaced by the City during the previous five years,
a full-width restoration will be required. The restoration will consist
of a six-inch-thick, dense graded aggregate base course, and a six-inch-thick
HMA base course, Mix 19M64, brought to existing grade, within the
excavated area. A full width curb-to-curb milling two inches in depth
to extend 20 feet beyond the limit of excavations will be performed
after proper settlement in the trench area. The allowable time for
the settlement shall be 45 days unless otherwise directed by the City
Engineer. The final surface course shall be a two-inch-thick HMA surface
course, Mix 12.5M64.
(c)
In the event that an emergency requires the opening of a roadway,
the entity shall first notify the emergency mark-out call at 811 and
then notify the Ventnor City Police Department of the location and
cause of the emergency before commencing any work.
(5) Hardship condition. In the event in which a property owner has a hardship condition which requires a street opening permit to be issued contrary to the five-year waiting period enumerated in §
197-1 of this chapter, the City Engineer may, in accordance with the conditions set forth in the Code of the City of Ventnor, grant such relief. The City Engineer is authorized to create any form or application which he deems appropriate which will be required to be submitted by any applicant seeking a hardship street opening. The City Engineer may also determine any and all conditions pursuant to which any hardship street opening is granted, and any applicant must comply with any and all such conditions as part of the approval of said hardship street opening. To the extent the City Engineer denies any application for hardship street opening, any such applicant may appeal the same to the City Commission and the Commissioners may grant relief if all of the following conditions are met:
[Amended 4-9-2020 by Ord. No. 2020-06]
(a)
A letter addressed to the City Commissioners, care of City Clerk,
is received detailing the hardship and necessity of opening the street
in lieu of waiting the prescribed period of time.
(b)
Upon receipt of the letter, a public meeting date will be set
for the City Commissioners to take formal action.
(c)
The property owner making the request shall serve a notice to
all property owners within 200 feet, by certified mail, return receipt
requested, or by personal hand delivery, a minimum of 10 days prior
to the public meeting.
(d)
The property owner shall file a copy of the notice served to
adjoining property owners with an affidavit of proof of delivery of
notice with the City Clerk at least three days prior to the public
meeting. The notice must:
[1]
Identify the property by street address and block and lot.
[2]
State the reason for the hardship.
[3]
State the type and size of the utility opening.
[4]
Advise the adjoining property owners that if they have any objections,
they must advise the City Clerk, in writing, as to their objections
to the proposed street opening at least three days in advance of the
public meeting.
[5]
State the date and time of the public meeting.
[6]
Be approved by the City Clerk prior to mailing.
(e)
The City Commissioners shall consider the request at a public
meeting and review all objections received, in writing. Approval or
denial of the request shall be through formal adoption of a resolution.
(f)
A request which includes the extension of a utility main shall
not be considered and will be automatically denied.
(g)
A request based solely on economic savings shall not be considered
and will be automatically denied.
(h)
Hardship requests that are granted by the City Commissioners are subject to the same restoration requirements enumerated under Subsection
F(4), Emergency openings.
(6) If more than three individual excavations would be required within
a twenty-foot length, a single trench must be used rather than the
individual excavations.
(7) In all cases where concrete has to be removed prior to any excavation,
saw-cut methods of removal shall be used. The restoration of the concrete
shall be according to the following specifications:
(a)
It shall be Class B with a design strength of 3,700 pounds per
square inch.
(b)
It shall have a minimum thickness of not less than four inches
for sidewalk, six inches for driveway aprons and eight inches for
gutter.
(c)
It shall have a minimum width of not less than five feet for
sidewalks.
(d)
It shall have control joints not less than four feet for sidewalk,
10 feet for curb and gutter and expansion joints not less than 20
feet for sidewalk, curb and gutter.
(8) Exception. If a utility company has previously repaved a street under
moratorium and desires to add a new service on the street and the
trench openings are not to exceed three-foot-by-three-foot trench
openings, then an infrared method of trench repair will be acceptable.
Trench repair shall be backfilled in layers not to exceed six inches
thick, and a vibratory tamper must be used to a level six inches below
the level of the adjacent paved surfaces. Ninety-five-percent compaction
shall be required. Puddling of backfill is strictly prohibited. Should
there be a deficiency, additional backfill material shall be supplied
by the permittee. Whenever the City Engineer shall deem the material
unsatisfactory for backfill, the permittee shall provide acceptable
material for the backfill. A four-inch-thick lift of HMA base course,
Mix 19M64, with a two-inch-thick lift of HMA surface course, Mix 12.5M64,
shall then be installed to grade. After a minimum forty-five-day settling
period, the infrared method can then be applied to the street opening.
G. Use of temporary asphalt pavement with the exception of cold patch
shall be permitted only during the week in which the opening was performed.
No temporary asphalt material shall be permitted to remain over weekends
or holidays. All permanent paving shall be completed by the Friday
of the week during which the opening was made.
H. Excavations made that disturb concrete gutter, curb, or sidewalk
shall be restored with NJDOT Class B concrete within 48 hours after
the opening was performed. No use of temporary asphalt patch material
shall be permitted in such areas. Immediately after completion of
the excavation, the area shall be brought to grade with suitable clean
backfill and thoroughly compacted. The area shall then be properly
coned, flagged, and/or barricaded to prevent any safety hazard.
In order to defray the expense of issuing the permit for the
work being performed under the street opening permit and assurance
that the work is being performed in the interests of the public health,
safety, and welfare, the fees for each street opening permit shall
be as follows:
A. Fees.
[Amended at time of adoption of Code (see Ch. 1, General
Provisions, Art. I)]
(1) For each opening or excavation not greater than 25 square feet in surface area outside of the paved cartway of any municipal street, avenue, road, or highway, the amount set forth in Chapter
114, Fee Schedule..
(2) For each opening or excavation not greater than 25 square feet in surface area within the paved cartway of any municipal street, avenue, road, or highway, the amount set forth in Chapter
114, Fee Schedule. For each additional opening within the paved cartway for the same service, the amount set forth in Chapter
114.
[Amended 11-29-2018 by Ord. No. 2018-40]
B. Surety deposits.
(1) The company to which the permit is issued shall also deposit with
the Municipal Clerk, prior to the issuance of any permit, a performance
guaranty in the form of a performance bond, certified or cashier's
check made out to the City of Ventnor City, or cash in an amount equal
to the total calculated value of the area of restoration based on
the unit prices provided below, but not less than $250; as follows:
(a)
Asphalt, base course: $40 per square yard.
(b)
Asphalt, top course: $10 per square yard.
(c)
Roadway milling: $10 per square yard.
(d)
Concrete curb: $30 per linear foot.
(e)
Concrete gutter: $30 per linear foot.
(f)
Concrete sidewalk: $65 per square yard.
(g)
Concrete driveway: $85 per square yard.
(2) In lieu of the required performance guaranty, a public utility company, as defined in Title 48, Chapter
2, Section 13, of the Revised Statutes of New Jersey (N.J.S.A. 48:2-13 et seq.) may file with the Municipal Clerk a yearly performance guaranty in the amount of $30,000. The performance guaranty shall be posted with the Municipal Clerk not later than January 15 of each year and shall only be for work performed by employees of the public utility. Independent contractor work shall not be covered by the yearly public utility guaranty. The public utility company shall have the right to request the governing body to reduce the amount of the yearly performance guaranty based on a submitted schedule of work for the year. If found acceptable, the governing body may reduce the yearly performance guaranty to an amount established by resolution for that year. Such passage of a resolution shall not entitle the public utility company to reductions in future years without proper submission of the yearly schedules as above required.
(3) The performance guaranty shall be held until completion of the work and conditioned upon either the public utility or contractor restoring to the conditions and within the time limits as outlined in the permit or elaborated in §
197-2 of this article, or both. Upon notification of completion of the work to the Municipal Clerk, the Public Works Supervisor, or his designated representative, shall inspect the work within five municipal working days. The Public Works Supervisor shall certify to the Municipal Clerk that the work is either satisfactory or unsatisfactory. If unsatisfactory, the conditions necessary to approve the work shall be so specified.
(4) Should the public utility or contractor fail to perform the work
as outlined herein, the City of Ventnor shall have the right to perform
the restorative work and the costs therein reimbursed by and through
the performance guaranty.
C. Inspections and police directors.
(1) The City reserves the right to require the applicant to submit a
separate inspection escrow fee should the amount of the restorative
work dictate full-time inspection. The amount of the inspection escrow
fee shall be determined by the City based on an estimate provided
by the City Engineer and approved by the City Administrator. Prior
to the issuance of the street opening permit by the City Clerk, the
applicant shall provide the necessary inspection escrow in cash or
check. Unused inspection escrow monies will be returned to the applicant
upon certification by the City Engineer to the City Clerk that the
work has been satisfactorily performed.
(2) The City reserves the right to require the applicant to submit a
separate police director escrow fee should it be determined by the
Ventnor Chief of Police that police traffic directors are necessary
during the course of construction in the interests of public safety.
The amount shall be established by the Chief of Police to the City
Administrator based on established salary rates in accordance with
the City Salary Ordinance. Prior to the issuance of the street opening permit by
the City Clerk, the applicant shall provide the necessary police director
escrow fee in cash or check. Unused police director escrow monies
will be returned to the applicant upon certification of satisfactory
completion of the work.
Any person, firm, or corporation who shall violate any of the
provisions of this article shall, upon conviction thereof before the
governing body or other proper officer who shall try same, be subject
to a fine not exceeding the sum of $1,000 or to imprisonment for a
period not exceeding 90 days. In addition to or as a substitute for
the previously mentioned fine, the imposition of community service
shall be authorized as an additional penalty, which community service
shall not exceed 90 days.