For purposes of this article, the following terms, phrases,
words and their derivations shall have the meanings given herein:
APPLICANT
Any person making written application to the City Engineer
for a street opening permit hereunder.
BOARDWALK
Any portion of the Boardwalk, pedestrian and vehicular ramps,
beach access stairways, tunnels and their supporting members, and
all handrails.
CITY ENGINEER
The person appointed to the position of City Engineer, or
any person authorized to act as his or her representative.
CONTRACTOR
The entity who will be performing excavation work on behalf
of the applicant and who is jointly and severally responsible and
liable, along with the applicant, for compliance with all terms as
a result of any violation of this article.
EXCAVATION
The digging, displacing, undermining, opening, boring, tunneling,
augering or in any manner breaking up any improved or unimproved street,
sidewalk, curb, gutter or other public property in any roadway or
any other portion of a City right-of-way.
MAINTENANCE GUARANTY
Security in the form of either a bond, letter of credit or
certified check posted by an applicant to guarantee proper maintenance
of the reconstruction of the site of any road opening for a period
of two or five years after final acceptance.
PERFORMANCE GUARANTY
Security in the form of either a bond, letter of credit or
a certified check posted by an applicant to guarantee proper closure
and satisfactory reconstruction of the road opening.
PERMITTEE
Any person who has been granted and has in full force and
effect a permit issued hereunder.
PERSON
Any person, firm, partnership, association, corporation,
company or organization of any kind.
STREET
Any street, highway, road, roadway, sidewalk, alley, avenue,
pavement, shoulder, gravel base, subgrade, curb, gutter, including
drainage structures, utility structures, all other appurtenant structures,
trees and landscaping or any other public right-of-way or public ground
in the City of Atlantic City, and under the control of the City of
Atlantic City. For purposes of this article, the Boardwalk is considered
to be a street.
UTILITY COMPANY
Includes telephone, fiber optic, cable, water, sewer, gas
and electric.
Upon receipt of the permit, the applicant, the owner and the
contractor agree that the City of Atlantic City will be saved harmless
from any and all claims of any nature arising for a period of two
years after issuance of the certificate of satisfactory completion,
and also agree that the City of Atlantic City, in issuing the permit,
shall not assume liability in connection therewith. In the event of
any suit or claim against the city due to the negligence or default
of the permittee or the contractor, the city shall give written notice
to the permittee of such suit or claim. Any final judgment requiring
the city to pay for such damage shall be conclusive upon the permittee
and the contractor, and the permittee and the contractor shall be
liable to repay the city for its costs of defense in connection with
such suit.
The following measures shall be taken to ensure the safety and
protection of the traveling public:
A. All openings must be backfilled immediately and temporarily paved or steel plated the same day as the opening is made. Final restoration must be performed within the time periods described in §
222-5C.
B. If the nature of the work requires leaving an excavation unfinished
overnight or for an extended period of time, the permittee shall obtain
written authorization from the City Engineer at least five days in
advance of construction. Alternatively, in case of an emergency, the
permittee shall place safety barriers with appropriate lighting around
the unfinished excavation area. The barriers and lighting devices
shall conform to the specifications set forth in the United States
Department of Transportation Manual on Uniform Traffic Control Devices,
Latest Edition, and any amendments thereto, Part VI; except that the
permittee must place his name and a phone number where he can be reached
at all times on the barriers.
C. Any portions of work areas not closed to traffic shall be brought
to the existing grade with at least six inches of bituminous stabilized
base, Mix I-2, applied over a six-inch subbase of dense graded aggregate.
All lifts must be mechanically compacted and continuously maintained
until final restoration is performed.
D. The permittee shall construct and maintain adequate and safe crossings
over excavations and across highways under improvement to accommodate
vehicular and/or pedestrian crossings. The applicant shall submit
all plans, design calculations and specifications to the City Engineer
at the time application is made.
E. All permittees must call the New Jersey One Center at 1-800-272-1000
and obtain markouts before excavation.
F. The permittee and contractor shall comply with the Occupational Safety
and Health Administration (OSHA) trench sheeting regulations and with
all other OSHA regulations, and with any other applicable laws, in
the performance of the work.
G. No construction activity shall begin on any day until all traffic
control devices are in place.
[Amended 5-22-2013 by Ord. No. 32-2013; 2-26-2014 by Ord. No. 4-2014; 3-20-2019 by Ord. No. 5-2019]
A. Street and improvement construction and restoration shall conform
to the New Jersey Department of Transportation (NJDOT) Standard Specifications
for Road and Bridge Construction, latest edition. However, the City
Engineer may require specific restoration standards or specific street
improvements based upon a review of the applicant's plans, details
and/or specifications and after considering the impact of the project
on the streets and its users. Paper streets shall be restored to existing
conditions.
B. Trenches and other open excavations shall be backfilled with clean granular soil, free of excessive fines, in lifts not to exceed six inches in height. Compaction shall be done with vibratory tampers such as jumping jacks, hoe packs, Dynapacks or other equipment acceptable to the City Engineer. Puddling of backfill is permitted. Excess backfill shall be removed from the site. If there is a deficiency of backfill material, additional backfill material shall be supplied by the permittee. Whenever the City Engineer deems the backfill material unsatisfactory, the permittee shall provide acceptable material that is clean, granular and free from excessive fines. Ninety-five percent relative compaction (modified proctor) is required for all backfill operations. The City Engineer may require the permittee to have a certified soil testing laboratory test backfill for compaction at any given lift. These tests shall be done at the expense of the permittee, and a copy of the test results shall be furnished to the City Engineer. If the certified laboratory test results do not achieve the 95% relative compaction required, the City Engineer may require reexcavation and compaction. The provisions of this subsection are subject to §
222-11A.
C. In all streets except those with a concrete base, the permittee shall restore said road or street with a compacted subgrade of material acceptable to the City Engineer, six inches of compacted dense graded aggregate and a temporary pavement consisting of six inches of bituminous stabilized base, Mix I-2. The top of the bituminous stabilized course shall be brought even with the existing finish grade of the street. Cold patch will not be permitted as a temporary pavement course, unless the asphalt plants are closed during the winter months. The temporary pavement shall stay in place for a period of at least four weeks unless further time is deemed necessary by the City Engineer. In general, deeper excavations shall require longer periods of time for soil consolidation. The permittee is responsible for maintaining the temporary pavement in passable condition and shall apply additional asphalt courses or skin patches or perform pothole repairs if deemed necessary by the City Engineer. Immediately prior to applying the surface course, the permittee shall mill out the temporary pavement above the trench and to sufficient widths on both sides of the trench to assure straight and uniform surface restoration limits. At a minimum, the mill course shall consist of the width of the trench at the road surface plus one foot on each side of the trench. The milling depth shall be two inches. The permittee shall then apply a tack coat followed by two inches of bituminous concrete surface course, Mix I-5. The total width of the restored roadway surface shall comply with the policies stated in Subsection
D below. Streets with a concrete base shall be restored using a combination of concrete and asphalt as approved by the City Engineer. The time limitation prescribed in §
222-5C also applies to this section. The provisions of this subsection are subject to §
222-11A.
D. Street surface restoration standards are further delineated as follows:
(1) One travel lane or deceleration lane. Surface restoration shall extend
for 1/2 of the road width for a two-lane road and a full lane width
for a multilane street.
(2) Multiple laterals or exceptionally wide trench openings. Surface
restoration shall extend across the full width of the paved street.
"Multiple laterals" is defined as disturbing greater than 25% of the
area of an individual block. "Exceptionally wide" is defined as disturbing
greater than 1/3 of the curb-to-curb width of a street.
(3) All final edges of trench restoration shall be straight, uniform
cuts with no keys or edge realignments. The City Engineer may require
a diamond restoration pattern for cross trenches and intersection
crossings depending upon the amount of traffic on the street and the
depth of the trench. The permittee is responsible for the full restoration
of the roadway surface, including restriping.
(4) The provisions of this subsection are subject to §
222-11A.
E. Pipes, conduits and hookups, six-inch diameter or less, used for making opposite side of the street hookups shall be driven or bored under the paved portion of the street without disturbing the surface. This requirement shall not apply to gravity sanitary sewer laterals. The provisions of this subsection are subject to §
222-11A.
F. Minimum Boardwalk restoration shall consist of new decking for the full width of any disturbed ribbons. New stringers and girders shall be required to replace any superstructure members damaged or otherwise rendered unusable during the course of construction. Removed members may be reused, provided that their reinstallation complies with the City's Standard Plans and Specifications and permission is obtained from the City Engineer. The applicant will not be responsible for replacing damaged superstructure members, provided that the applicant notifies the City Engineer and requests preconstruction inspection and provided that written acknowledgment of existing damaged members is received from the City Engineer. When pedestrian and/or vehicular ramps are removed they shall be reconstructed in their entirety with new material. The provisions of this subsection are subject to §
222-11A.
G. Upon completion of work, the applicant will request a final inspection by the City Engineer's office. The City Engineer may require that random core samples be taken on the project if in the opinion of the City Engineer there appears to be a question regarding either quality of the asphalt or the thickness thereof. These core samples will be the responsibility of the contractor and shall be taken and tested by a certified testing laboratory. All costs associated with this testing will be borne by the permittee. If these samples reveal the use of improper material or insufficient thickness, the permittee shall be required to remove, replace, add or take other actions to satisfactorily complete the restoration work as directed by the City Engineer. If the work is completed in a manner satisfactory to the City Engineer, the City Engineer will then issue a certificate of satisfactory completion to the applicant. The performance surety will be returned by the City upon receipt of a satisfactory maintenance guaranty. The provisions of this subsection are subject to §
222-11A.
H. If the permittee fails to complete work or provide required safety
and signage measures in a timely manner satisfactory to the City Engineer,
the City shall complete the work and the permittee shall be obligated
to pay the City for labor, materials and equipment as follows:
(1) For labor, the permittee shall pay at the current prevailing wage
rate as determined for Atlantic City by the New Jersey Department
of Labor. Payment shall be made on a per-hour basis for all time expended
by each City employee in completing the work. Payment shall be required
for a minimum of four hours for each occasion City employees are needed
to complete work left unfinished by the permittee.
(2) For materials, the permittee shall pay for all materials used at
the City's costs, based upon the City's annual bid prices.
(3) For equipment, permittee shall pay for usage on a per-hour basis
based upon the fee schedule listed in the current edition of the publication
"Rental Rates Compilation-Construction Equipment" published by Associated
Equipment Distributors.
(4) The provisions of this subsection are subject to §
222-11A.
I. All traffic striping damaged during construction shall be restored with temporary striping that same day. Final traffic striping and symbol restoration shall be done the same day that final paving is done. All traffic control signs removed for construction activities shall be reinstalled that same day. The provisions of this subsection are subject to §
222-11A.
J. All driveways damaged during construction shall be restored with the same material and size existing prior to construction. Minimum restoration depths shall be six inches. The provisions of this subsection are subject to §
222-11A.
K. All landscaping damaged during construction shall be restored in kind to the size and density existing prior to construction. Lawn areas shall be restored with four inches of loamy topsoil and seeded. The provisions of this subsection are subject to §
222-11A.
L. Multiple utility openings.
(1) When the same utility company or authority performs five or more
total cumulative openings, regardless of size, within the same street
block during the five-year period following resurfacing, repaving,
or reconstruction of said street, it shall be the obligation of that
utility company to mill to a depth of two inches across the entire
block, between existing gutter lines, and for the entire block they
shall overlay that milled area with a two-inch-thick layer of bituminous
concrete surface course, Mix I-5.
(2) When the same utility company performs five or more openings, regardless
of size, within the same year in the same block beyond the five-year
period of a resurfacing, repaving, or reconstruction of said street,
it shall be the obligation of that utility company to mill to a depth
of two inches across the entire block, between existing gutter lines,
and for the entire block they shall overlay that milled area with
a two-inch-thick layer of bituminous concrete surface course, Mix
I-5.
(3) When the same utility company or authority performs trench installation
exceeding 1.5% of the pavement's surface area within a block, or if
more than 1/3 of the width of the street is disturbed, or if three
or more openings, regardless of size, are made within a fifty-foot
length of the street, it shall be the obligation of that utility company
to mill to a depth of two inches the entire block between existing
gutter lines and for the entire block and overlay that milled area
with a two-inch thick layer of bituminous concrete surface course,
Mix I-5.
(4) The requirements of this subsection shall include, but not be limited
to, restoring a percentage of the stabilized concrete base course
and concrete subbase course as required by the City Engineer and any
and all ADA accessible handicap ramps, sidewalks, curbing, pavement
markings, and gutters/drainage structures (e.g., catch basins) that
fall within the public right-of-way. Areas of roadway disturbance
that extend into or across any street intersection shall saw-cut up
to 10 feet beyond the existing matching line within that intersecting
street, mill to a depth of two inches across the full width of the
intersecting street up to that new saw-cut match line, overlay that
milled area with a two-inch-thick layer of Mix I-5, except for any
keyway that may be required within the last foot of the intersecting
street, which may require a three- to four-inch-thick mill and layer
of asphalt, as directed and/or required by the City Engineer.
(5) The provisions of this subsection are subject to §
222-11A.
[Amended 11-25-2008 by Ord. No. 104-2008]
A. Any person violating any of the provisions of this article shall,
upon conviction in the Municipal Court of the City of Atlantic City,
be punished for each offense by a fine not to exceed $2,000 or by
imprisonment for a term not exceeding 90 days in the county jail or
in any place provided by the City for the detention of prisoners,
or both. The Municipal Judge before whom any person is convicted of
violation of this article shall have power to impose any fine or term
of imprisonment, or both, not exceeding the maximum fixed in this
article.
B. Nothing in this section shall be construed to relieve an offender
from his obligation to restore any street or the Boardwalk in accordance
with the provisions of this article.