[Adopted 6-25-2002 by Ord. No. 439]
The purpose of this specification is to provide
for the public good and establish a permit process and requirements
for roads, utility cuts in roads and streets, backfilling of trenches,
replacing of removed pavement sections and regulating the location
and construction of utility facilities and other structures with Township
highway right-of-way for the purpose of insuring the structural integrity
of the highway, economy of maintenance, preservation of proper drainage
and safe and convenient passage of traffic.
The definitions of words and terms, when used
in this article, have the meaning set forth in the PennDOT regulations
for occupancy of highways by utilities, 67 Pa. Code § 459.1,
as amended.
A. General rule. Except for emergency repairs of utility
facilities, no work may be performed within the right-of-way involving
the placing of utility facilities or other structures or opening of
the surface without first obtaining a permit from the Township. Work
performed within the right-of-way shall conform to PennDOT regulations
Chapter 203 (relating to work zone traffic control).
B. Emergency repairs of utility facilities. Emergency
repairs of utility facilities may be performed without first obtaining
a permit under this article; however, application must be made by
the applicant or person making such repair, pursuant to this article,
for a permit under this section, within 16 hours of beginning the
emergency repair work or the next business day for weekends and holidays
when the Township Building is closed.
C. Who may execute applications.
(1) If a corporation, authority, political subdivision
or other person in the business of providing utility service owns,
operates or intends to operate the facility, the application shall
be submitted in the name of, and executed by, the party. An application
may not be submitted in the name of contractors of the owner or operator,
nor in the name of persons only being serviced by the facility.
(2) In the case of a facility owner who is not in the
business of providing utility service, such as a developer whose land
is located outside a utility's service jurisdiction, the application
shall be submitted in the name of, and executed by, the owner of the
facility at the time of construction. The applicant shall indemnify
and hold harmless the Township from claims by anyone claiming residual
property interests in the permitted area.
(a)
An applicant under this section shall provide
satisfactory evidence to the Township of ability to completely discharge
construction, maintenance and financial duties imposed by this article.
An applicant shall provide satisfactory evidence that the proposed
facility will not be inconsistent with the structural integrity of
the right-of-way, the Township's maintenance responsibilities, or
the safe and convenient passage of traffic. The Township may require
security, including, but not limited to:
[1]
Executing indemnity agreements satisfactory
to the Township.
[2]
Obtaining insurance in a form and amount acceptable
to the Township.
[3]
Obtaining financial security in a form and amount acceptable
to the Township to guarantee restoration of the permitted area in
a manner satisfactory to the Township for a period of at least two
years after the acknowledged completion of the permitted work.
[Amended 11-18-2014 by Ord. No. 558]
[4]
Obtaining financial security in a form and amount acceptable
to the Township to guarantee necessary maintenance costs for the facility
and the right-of-way in which it is located for a period of at least
two years after the acknowledged completion of the permitted work.
[Amended 11-18-2014 by Ord. No. 558]
[5]
Depositing sufficient currency in an escrow account acceptable to the Township to fully secure the obligations in Subsection
C(2)(a)[1] and
[2] above.
[Amended 11-18-2014 by Ord. No. 558]
[6]
The use of bonded contractors as well as consultants
and engineers having professional liability insurance.
(b)
An applicant under this section shall submit
a detailed traffic control plan for permitted work.
(c)
An applicant under this section is not authorized
to place a facility longitudinally within the pavement, nor in the
shoulder, unless the applicant provides detailed plans which verify
there is no feasible space outside the shoulder for placing the facility.
(d)
The application and/or permit are not transferable
or assignable.
A permit application:
A. Shall be submitted in person or by mail on a properly
completed Township form, available at the Township Building.
B. Shall be signed by the applicant, and the consulting
engineer, if any, performing work related to the application.
C. Shall include at least four sets of plans, of quality
sufficient for microfilming, detailing the location and pertinent
horizontal and vertical dimensions of the opening, the proposed utility
installations and related highway features, including specific highway
location, center line, edges of pavement, outside edges of shoulders,
curbing, guide rail, highway drainage structures and right-of-way
lines. Color-coded plans and freehand drawings of roadway or utility
feature are unacceptable. A digital file shall be required for all
as-built conditions.
D. Shall be accompanied by a check or money order, payable
to the Township according to the Schedule of Fees of the Township.
E. Shall be submitted to the Township at least 30 days
prior to the anticipated start of work. If the permitted work shall
be performed for the permittee by a contractor, the application shall,
if possible, be submitted to the Township at least 60 days prior to
soliciting bids for the permitted work so that the permittee may notify
bidders of permit requirements. If the application specifies that
the permitted work involves providing priority utility service, the
Township office will process the priority application before other
nonpriority applications submitted by the applicant.
F. Shall identify consulting engineers performing work
related to the application. The consulting engineer shall also sign
the application.
A permit application for occupancy of the pavement or shoulder shall include detailed plans which, in addition to §
168-25, comply with the following:
A. Plans depicting new occupancy of more than 500 linear
feet of pavement or shoulder, or both, shall have a horizontal scale
of one inch equal to no more than 40 feet. Plans depicting other occupancy
of the pavement or shoulder shall specify dimensions from the near
edge of pavement.
B. Plans depicting installation or replacement of a facility
involving more than 100 linear feet of pavement or shoulder opening
shall identify utility facilities and other structures within the
right-of-way that will be affected by the proposed occupancy, and
shall include typical cross sections at each significant change in
highway cross-section features.
C. Plans depicting installation of a facility longitudinally
within more than 100 linear feet of pavement or shoulder, or both,
shall verify there is no feasible space outside the pavement or shoulder
available for placing the facility.
A traffic control plan shall be submitted with
the application in the following manner:
A. With the exception of emergency work performed under §
168-24B, the applicant shall submit a traffic control plan for Township approval for work on roadways or rights-of-way whenever it will be necessary to close a portion of a travel lane during hours of darkness without work in active progress, or whenever it will be necessary to completely close a highway to perform the permitted work. If a roadway is approved for closure the applicant must:
(1) Advertise in the local newspaper at least twice, one
week prior to the anticipated closure notifying motorists of closure.
(2) Provide written notices to emergency services (police,
fire, and ambulance) and school district notifying them of work, at
least two weeks prior to the closure.
(3) Provide written notices to residents who reside along
that roadway notifying of the work to be done, one week prior to the
closure.
(4) Copies of all items required for Subsection
A(1),
(2) and
(3) shall be provided to the Township prior to the commencement of work.
B. The Township may require an applicant to submit a
traffic control plan under other special circumstances
C. A traffic control plan shall comply with PADOT regulations,
Chapter 203, and shall clearly indicate how the work area, vehicular
and pedestrian traffic will be protected, maintained and controlled.
D. A traffic control plan shall consist of one of the
following:
(1) A reference to specific figures in PADOT regulations,
Chapter 203, if the referenced figures properly depict actual site
conditions and address the necessary traffic control.
(2) Four copies of specific figures from PADOT regulations,
Chapter 203, which have been modified to depict actual site conditions
and the necessary traffic control requirements for the specific project.
(3) Four copies of a detailed drawing, showing actual
site conditions and the necessary traffic control requirements for
the specific project.
When blasting methods other than controlled
blasting, as specified in PADOT regulations, Section 203.3(b)1 of
Publication 408, will be used or when blasting is anticipated within
100 feet of a bridge, box or culvert, a detailed plan of excavating,
shoring, blasting and backfilling procedures shall be submitted at
least 15 days prior to blasting. Prior to blasting within the right-of-way,
insurance shall be furnished.
The applicant is responsible for the accuracy
of information submitted to the Township including the application,
plans, drawings, reports and correspondence.
Information provided in applications shall be
accurate. Section 4904 of the Crimes Code (relating to unsworn falsification
to authorities), makes it a misdemeanor of the second degree for a
person to mislead a public servant in performing an official function
by making a written false statement which the person does not believe
to be true.
The Township will examine and determine the
genuineness, regularity and legality of every application, and may
reject an application if not satisfied as to its genuineness, regularity
or legality, or the truth of a statement contained in the application.
The Township may also make investigations and require additional information
as it deems necessary.
A. The Township may debar a person, including permittee,
consultants, contractors, and their employees, agents, successors
and assigns, from placing a facility, working within or otherwise
occupying Township highway right-of-way under permit, directing work,
or having involvement in a permit issued or an application submitted
under this article for one or more of the following:
(1) Unsatisfactory past performance, as documented by
records, reports or performance ratings.
(2) Failure to complete permitted work under the permit
and this article, as documented by records, reports or performance
ratings.
(3) Bribing, attempting to bribe or giving gratuities
to a Township employee or permit inspector.
B. The first debarment of a person shall be for six months
to 18 months. A subsequent debarment of the same person ordered within
five years after the first debarment is served, shall be for 18 months
to three years.
A. General rule. Upon approval of an application submitted
under this article, a permit will be issued by the Township, subject
to this article, and the conditions contained in the permit and its
attachments and supplements. The permit shall be the applicant's authority
to proceed with the work specified in the permit. A copy of the permit
and relevant plans must be available at the work site for review.
B. Agreement/security. If a permittee will be authorized
to perform a substantial amount of work within the right-of-way, the
Township may, at its discretion, require the applicant to execute
an agreement or provide security, or both, as a prerequisite to issuance
of the permit. If security is required, it shall be delivered to the
Township in a form and amount acceptable to the Township and shall
guarantee restoration and maintenance of the highway for a period
of at least five years after acknowledged completion of the permitted
work.
C. Photo documentation. At least 15 days prior to opening
more than 100 linear feet of pavement or shoulder, or both, the permittee
shall deliver photo documentation to the Township office verifying
the preconstruction condition of the pavement and shoulder surfaces.
(1) The pavement and shoulder that will be disturbed shall
be photo documented in its entirety with color videotape or color
film. Photo documentation shall be compatible with Township viewing
equipment.
(2) The permittee may submit color slides or color prints
in lieu of videotape or film, if each slide or print is clearly labeled
and arranged to verify the surface condition of each successive 25
linear feet of pavement and shoulder that will be disturbed.
(3) The date of photo documentation shall be identified
on each cartridge, reel, slide or print.
Scope of permit. The permit is binding upon
the permittee, its agents, contractors, successors and assigns.
A. The permittee is responsible for causing compliance
with the terms and conditions of the permit by its employees, agents
and contractors.
B. The permit shall be located at the work site and be
available for inspection by a police officer or representative of
the Township.
C. The permit shall be maintained by the permittee as
a permanent record and remain in effect, subject to the permit conditions
and this article, as long as the permittee's facilities authorized
by the permit occupy the right-of-way.
D. The permittee is liable to the Township for failure
to comply with the permit and this article. The liability of the permittee
to the Township does not preclude the permittee or the Township from
bringing an action against the permittee's contractor, subcontractor,
engineer, architect, assignee, agent, workers, employees or other
persons.
E. Additional restrictions. Work authorized by the permit
is subject to:
(1) Applicable laws, rules and regulations.
(2) The conditions, restrictions and provisions of the
permit.
F. Work to conform to Township standards. Work shall
conform to Township standards, including the following:
(1) The work shall be done at a time and in a manner consistent
with the safety of the public and conform to requirements and standards
of the Township, including, but not limited to, Publication 408.
(2) Highway materials shall be obtained from PADOT-approved
sources which are identified in current PADOT Publication Numbers
34, 35, 41, and 42. Upon request, the permittee shall make available
for review certifications for backfill and restoration materials placed
within the improved area.
(3) If it is found by the Township that the work is not
being done or has not been properly performed, the permittee shall
promptly take the necessary steps, at its own expense, to place the
work in condition to conform to the requirements or standards.
(4) If a dispute arises between the permittee and the
Township's inspector, the Township's inspector has the authority to
suspend work until the question at issue may be referred to and decided
by the Township office.
G. Permittee responsibilities. Permittee responsibilities
include the following:
(1) The permittee shall pay the costs and expense incident
to or arising from the project, including the prescribed fees for
the project, the cost of making and maintaining temporary restoration
of the disturbed areas and making permanent restoration. The permittee
shall reimburse the Township for inspection cost which the Township
deems necessary to incur within 30 days after receipt of the Township's
invoice.
(2) In the event of failure or neglect by the permittee
to perform and comply with the permit the Township may immediately
revoke and annul the permit and order and direct the permittee to
remove structures, equipment or property belonging to the permittee
or its contractors, or both, from the legal limits of the right-of-way
and to restore the right-of-way to its former condition. If the Township
determines that the structures, equipment or property poses a threat
to the public safety and the permittee fails to remove it after notice
from the Township to do so, the Township solicitor or his attorneys
is authorized to enter an amicable action of ejectment and confess
judgement against the permittee. The attorney is authorized to issue
forthwith a writ of possession with a clause of fieri fascias for
costs, without leave of court.
(3) At the end of a workday, an opening in the right-of-way shall be covered, backfilled or protected under §
168-35 relating to special conditions; subsurface operations. If work is stopped on a project, other than at the end of a normal workday, the permittee shall promptly backfill the opening and restore the surface, and work may not be resumed until the permittee is prepared to proceed with the work to its completion. If the permittee fails to backfill the opening or proceed until completion of the work, the Township reserves the right to do the work upon notice to the permittee, where practicable, and shall be reimbursed for the costs by the permittee within 30 days after receipt of the Township's invoice.
(4) If the permittee, after making an opening in the surface
to place or repair a facility or for another purpose, fails to restore
a portion of the right-of-way the Township reserves the right to do
the work upon notice to the permittee, if practicable, and the permittee
shall reimburse the Township for the costs within 30 days after receipt
of the Township's invoice.
(5) If backfill or restoration work will be performed
for the permittee by contractor, the permittee shall identify to the
Township both its contractor and its inspector-in-charge who shall
be assigned to monitor backfill and restoration work performed within
the improved area. The permittee's inspector-in-charge, as well as
the permittee, is responsible for ensuring the work is performed in
compliance with the permit, this article, and PennDOT Publication
408.
(6) The permittee shall notify the Township office at
least three full workdays prior to the start of work when the permit
identifies that the permitted work will be inspected on a more than
spot-inspection basis.
H. Altering drainage is prohibited. Altering drainage
shall be prohibited by the following conditions:
(1) Unless specifically authorized by the permit, the
permittee may not:
(a)
Alter the existing drainage pattern or the existing
flow of drainage water.
(b)
Direct additional drainage of surface water
toward, onto, or into, or in any way affect the highway right-of-way
or highway facilities.
(2) The permit does not authorize the permittee to direct,
divert or otherwise drain surface waters over the property of another
property owner.
(a)
The permit does not relieve the permittee from
acquiring the consent; permission or other authorization from a property
owner who may be adversely affected by drainage alterations.
(b)
The permittee is responsible for damage caused
to property owners as a result of work done under the permit.
(3) A permit will not be issued to authorize the discharge
of water into the right-of-way unless the water is surface drainage.
I. Equipment damaging highway. A highway shall be protected
in accordance with the following:
(1) To protect the pavement and shoulders, equipment shall
have rubber wheels or runners and have rubber, wood or similar protective
pads between the outriggers and the surface unless otherwise authorized
by the permit.
(2) If other than rubber equipped machinery is used the
pavement and shoulders shall be protected from equipment damage by
the use of matting or other suitable protective material, unless the
permittee requests, in writing, a waiver from the use of protective
material, thereby acknowledging its obligation and commitment to repair
or reconstruct the pavement and shoulder, if damaged, to its former
condition.
(3) If the equipment damages the pavement or shoulders,
the permittee shall restore the damaged pavement or shoulder or both,
to its former condition, in a manner authorized by the Township.
(4) The Township office may authorize the permittee to
restore the pavement or shoulder from superficial surface damage with
a seal coat or surface treatment.
J. Work zone traffic control. Maintenance and protection
of traffic shall be carried out by the permittee under 75 Pa.C.S.A.
§ 6123 (as amended) (relating to erection of traffic control
devices while working), the approved traffic control plan and the
applicable provisions of PADOT Chapter 203 (relating to work zone
traffic control).
K. Limited access right-of-way. No utility may conduct
operations, including maintenance or inspection of existing facilities,
within limited access right-of-way without first obtaining a permit,
except for an emergency.
L. Indemnification of the Township for property and personal
injury will be governed as follows:
(1) The permittee shall fully indemnify and save harmless
and, if requested, defend the Township, its officers, agents and employees,
of and from liability for damages or injury to persons or property
in a claim or suit seeking to impose liability on the Township, its
officers, agents or employees, arising out of an act or omission of
a contractor, agent, servant, employee or person engaged or employed
in, about or upon the work, by, at the instance of or with the approved
consent of the permittee, including a failure of the permittee or
a person to comply with the permit or this article.
(2) Upon request, the permittee shall deliver to the Township
certificates of insurance.
M. Insurance. The permittee shall obtain, prior to the
start of work, a policy of insurance, issued by an insurer having
a certificate of authority and a licensed agent authorized to transact
the business of insurance in this Commonwealth, in accordance with
the following conditions:
(1) The permittee or its contractor shall obtain insurance
for public liability and property damage, in form, amount and duration
satisfactory to the Township to cover a loss that may be incurred
for construction, reconstruction, repair, relocation or installation
of the permitted structure or facilities.
(2) If blasting is authorized by permit, the insurance
coverage shall include property damage and personal injury occasioned
by blasting. In addition, the insurance policy shall provide coverage
for damage to the highways, highway structures and appurtenances or
other Township property and shall be in an amount satisfactory to
the Township.
(3) Upon request, the permittee shall deliver to the Township
certificates of insurance evidencing the insurance coverage required.
(4) The permittee's obligation to indemnify the Township and obtain
insurance to secure indemnification and its obligations to restore
the highway and obtain financial security in a form and amount acceptable
to the Township relating to restoration are separate obligations from
obtaining insurance for the purposes required.
[Amended 11-18-2014 by Ord. No. 558]
N. Maintaining structure or facility. As long as the
permittee operates and leaves in place structures or facilities in,
upon or along the right-of-way, the permittee shall maintain and keep
them in good order and repair.
O. Damaged structure or facility to be repaired. If a structure or facility
becomes damaged, the permittee shall promptly have it removed, repaired
or otherwise made safe. The permittee is responsible for repair or
restoration of the portion of the highway damaged by a structure or
facility. The permittee's obligation to repair or restore the
highway necessitated by a damaged structure or facility under this
section is separate from the obligations to restore the highway and
obtain financial security relating to restoration and maintenance
of the highway.
[Amended 11-18-2014 by Ord. No. 558]
P. Damage to highway. Responsibility of the permittee
for restoration of the highway includes the following:
(1) If there is a failure of the highway, including a
slope or other appurtenance thereto, in the area of the permitted
work within two years after the acknowledged completion of the permitted
work and there is no similar failure of the highway beyond the area
of the permitted work, the permittee has absolute responsibility to
make temporary and permanent restoration of this area unless the permittee
delivers clear and convincing evidence to the Township office demonstrating
that the highway failure was caused by another person.
(2) In situations where the permittee has the responsibility
to restore the highway, including slope or another appurtenance thereto,
the permittee has the duty to restore the improved area in accordance
with the permit. If the permittee fails to restore the improved area
properly, the Township will have the authority to do the work at the
expense of the permittee. The permittee shall reimburse the Township
for the costs within 30 days after receipt of the Township's invoice.
(3) The obtaining of financial security in the form and amount acceptable
to the Township to secure restoration costs does not relieve the permittee
of the restoration obligations imposed. The obtaining of financial
security will not act as a release of the permittee from liability
under principles of tort law with respect to a failure of the highway
in the permitted area occurring after the expiration of the security.
[Amended 11-18-2014 by Ord. No. 558]
Q. Future highway changes. If in the future the highway
is altered for public convenience or necessity, the permittee shall
at its own cost and expense, change or relocate all or a part of the
structures or facilities authorized by the permit which interfere
with the highway alterations or which is inconsistent with the purpose
of the highway alterations.
R. Acknowledgment by inspector. Acknowledgment by the
inspector of the Township that all or part of the permitted work has
been completed does not constitute approval or acceptance of the work
or agreement that the work was performed in accordance with the permit.
Acknowledgment of completion by the inspector will not act as a release
of the permittee or waiver by the Township of its right to seek performance
or restitution from the permittee.
A. Drilling, boring, driving or tunneling across improved
area. Drilling, boring, driving or tunneling across improved areas
shall comply with the following conditions:
(1) When crossing under an improved area, the opening
for a utility facility shall be drilled, bored, driven or tunneled
a minimum depth of three feet from the surface to the top of the opening.
(a)
If the facility or its casing is 30 inches or
greater in diameter, the bored cylindrical space surrounding either
an uncased facility or a facility casing shall be filled with grout,
in a manner authorized by the Township office.
(b)
Jet or other nonmechanical boring methods are
prohibited. Water may be used under low pressure only to cool the
drill bit and to facilitate removal or cuttings from the bore opening,
if retrievable liquids are immediately removed from the boring pit.
(2) No openings for the purpose of placing utility facilities
or other structures under the improved area by drilling, boring, driving
or tunneling may be made closer than three feet to the edge of the
shoulder, unless the permit authorizes a lesser clearance.
(3) A facility or other structure crossing under the improved
area shall be constructed to assure the safety of the traveling public
and to preclude the necessity of entering upon the improved area to
effect future maintenance or replacement.
(4) If, during the course of the boring operation it is
revealed that the equipment cannot continue due to encountered rock,
unmarked utilities or other physical conflicts, then open trenching
may be allowed. This open trenching cannot occur until such time as
written authorization has been obtained from the appropriate Township
Official.
B. Trenching across the improved area. Trenching across
an improved area may be performed only when specifically authorized
by the permit, in accordance with the following:
(1) The top of every utility facility shall be installed
at least three feet beneath the surface.
(2) Trenching across the improved area may be authorized
by the permit where drilling, boring, driving or tunneling are not
feasible because:
(a)
The subsurface is solid rock, as documented
with satisfactory evidence such as drill records, or where boring
was attempted without success.
(b)
There are other facilities located longitudinally
under the improved area and their location precludes methods other
than trenching, as documented with a detailed plan.
(c)
Adjacent development in a very congested urban
area makes the construction of a tunneling or boring shaft impossible.
(3) Not required because of one of the following:
(4) When trenching is authorized by the permit, the trenching
operation shall be performed by one of the following methods:
(a)
Utility facility placed in one piece across
highway.
[1]
Traffic shall be routed over 1/2 of the pavement
width.
[2]
The closed half of the pavement shall be opened
to the required depth and bridged with steel plates.
[3]
Traffic shall be shifted to the bridged half
of the pavement.
[4]
The remaining half of the pavement shall be
opened to the required depth.
[5]
The facility shall be placed full width.
[6]
The open trench shall be backfilled with restored
half-width in accordance with this section.
[7]
Traffic shall be shifted to the restored half
of the pavement.
[8]
The bridging shall be removed and the remaining
half of the trench shall be backfilled and restored in accordance
with this section.
(b)
Utility facility placed in more than one piece
across highway:
[1]
Traffic shall be routed over 1/2 of the pavement
width.
[2]
The closed half of the pavement shall be opened
to the required depth, the facility placed and the trench backfilled
and restored in accordance with this section.
[3]
Traffic shall be shifted to the restored half
of the pavement.
[4]
The remaining half of the pavement shall be
opened to the required depth, the facility placed and the trench backfilled
and restored in accordance with the provisions of this section.
(c)
The permittee shall protect its openings to
provide for the safety of the traveling public, including motorists,
bicyclists and pedestrians.
(d)
The permit may authorize the placement at depths
less than three feet of traffic signal detectors or other highway
facilities which are not capable of operating more than three feet
below the surface.
(5) Openings parallel to the highway. Requirements for
openings parallel to the highway are as follows:
(a)
A utility facility shall be placed outside the
pavement and shoulder unless there is no feasible space outside the
pavement and shoulder for placing the facility, in which case occupancy
within the pavement or shoulder may be authorized by the permit.
(b)
The top of a utility facility shall be installed
at least three feet beneath the surface.
(c)
On an unpaved highway, the near edge of the
opening shall be at least 12 feet from the general line of the traveled
highway, or as authorized.
(d)
No opening may be made for more than 200 linear
feet at one time, unless authorized by the permit.
(e)
The permittee shall protect its openings to
provide for the safety of the traveling public, including motorists,
bicyclists, and pedestrians.
(6) Daily stoppage of work requirements. Daily stoppage
of work requirements include the following:
(a)
Except for emergency repairs of utility facilities,
work within the pavement or shoulder shall be stopped prior to peak
traffic hours that may exist on a particular highway on a particular
day and as specified in the permit.
(b)
At the end of each workday, an opening in the
right-of-way shall be one of the following:
[1]
Covered with steel plates or bridges over openings
which are less than six feet in either length or width. The plates
or bridging shall be extended a minimum of 18 inches from each edge
of the opening and shall be secured in a safe manner.
[2]
Backfilled to the bottom elevation of the pavement
or base course, or to the original surface elevation if outside the
pavement and shoulder, and protected in accordance with PADOT regulations,
Chapter 203, (relating to work zone traffic control) and an approved
traffic control plan until the surface is restored to its former condition.
[3]
Protected under PADOT regulations, Chapter 203,
and an approved traffic control plan, if the permittee has delivered
certificates of insurance.
(c)
The permittee shall protect its opening to provide
for the safety of the traveling public, including motorists, bicyclists
and pedestrians.
(7) Plowing operations shall comply with the following:
(a)
No plowing will be permitted within the right-of-way,
unless authorized by the permit.
(b)
Plowing operations will not be authorized in
the pavement or paved shoulder.
(c)
Plowing operations in unpaved shoulders are
not allowed from December through March inclusive or at other times
when there is frost in the top three feet beneath the surface.
(d)
No plowing is authorized within three feet from
the edge of the pavement. A greater distance shall be attained wherever
possible.
(e)
The opening shall be a minimum depth of three
feet. If this depth cannot be consistently maintained, the proper
depth shall be achieved by trenching.
(f)
The utility facility shall be installed under
any structures that are less than three feet deep. Disturbed structures
shall be repaired or replaced by the permittee.
(g)
The disturbed area shall be restored in conjunction
with the plowing operation. Heaved surfaces shall be scarified to
a depth of at least four inches, extending at least one foot on either
side of the heaved area for the entire length of heaved area. The
disturbed area shall then be graded, backfilled where necessary, and
compacted until the disturbed area is restored to a condition at least
equal to that which existed before plowing. Disturbed shoulders shall
also be restored.
(8) Disposition of materials. The responsibility of the
permittee for disposition of materials is as follows:
(a)
The permittee shall keep the improved area free
of material which may be deposited by vehicles traveling upon or entering
onto the highway during the performance of work authorized by the
permit.
(b)
The permittee is responsible for controlling
dust conditions created by its own operations.
(c)
Excess material and material that is not suitable
for backfill shall be promptly removed and properly disposed of outside
the right-of-way as the work progresses.
(d)
Other material shall be stored so that there
will be no interference with the flow of highway drainage.
(e)
The permittee is not authorized to close a portion
of the pavement or shoulder to traffic for the primary purpose of
storing material. If the permittee stores material on the pavement
or shoulder, the permittee thereby acknowledges its obligation and
commitment to repair or reconstruct the pavement and shoulder if damaged,
to its former condition, in a manner authorized by the Township office.
Delivered material may not be stored overnight on the pavement.
(f)
The Township may authorize the permittee to
restore the pavement or shoulder from superficial surface damage with
a seal or surface treatment.
(9) Backfilling. An opening shall be backfilled by the
permittee in accordance with the following:
(a)
The opening may first be backfilled with fine aggregate material, meeting the requirements of PADOT regulations, Section 703.1 of Publication 408, or granular material to protect the facility, placed to a height not to exceed one foot over the top of the facility, if the material is compacted in not more than four-inch loose layers or as authorized under Publication 408. To help protect its facility from future excavations, the permittee is encouraged to place a permanent ribbon colored under Subsection
B(1) at least one foot above its facility. If the facility is nonmetallic, the permittee is also encouraged to place a metallic ribbon at a depth from which the ribbon can be sensed by typical metal-locating instruments.
(b)
The opening shall then be backfilled with 2A
modified.
(c)
Backfill shall be compacted as follows.
[1]
General rule. Backfill material shall be placed
in loose layers not to exceed eight inches if vibratory compaction
equipment is used. Each layer shall be thoroughly compacted to 97-100%
compaction.
[2]
Existing pavement elevation. Compaction shall
be completed to the bottom elevation of the existing pavement.
(d)
The Township may require the permittee to have
material proposed for use as backfill and compacted material tested
at the expense of the permittee, for conformance to the applicable
gradation and compaction requirements of Publication 408.
(e)
Test holes shall be backfilled, as soon as safely
possible, with material authorized by the Township. The Township office
may authorize test holes in the pavement or shoulder to be restored
with a two-foot cutback of the surrounding surface.
(10)
Restoration of flexible base pavement. Base
and surface restoration of flexible base pavements shall be performed
under this subsection and as specified in the permit. Prior to replacement
of the base course, two feet outside of each edge of the opening shall
be sawed, in a neat straight line, to the top elevation of the existing
aggregate subbase or stone base course, and the detached material
shall be removed. Other surface-opening methods such as cutting may
be authorized if the methods result in the opened pavement having
a neat straight vertical line. Permanent restoration of areas shall
not occur until 60 calendar days have passed from the date of temporary
restoration.
(a)
Exposed vertical and horizontal surfaces shall
be prepared under PADOT regulations, Section 401.3 (f) of Publication
408.
(b)
The base course shall consist of bituminous
concrete meeting the requirements of PADOT regulations, Section 305
of Publication 408 or other base course material authorized by the
Township office. The base course material shall have a minimum depth
of five inches or a depth equal to the existing base course, whichever
is greater.
(c)
If required, the binder course shall consist
of ID-2 material meeting the requirements of PADOT regulations, Section
421 of Publication 408. The binder course shall have a minimum depth
of two inches or a depth equal to the existing binder course, whichever
is greater.
(d)
The wearing course shall consist of ID-2 material
meeting the requirements of PADOT regulations, Section 420 of Publication
408 or FJ-1 material meeting the requirements of PADOT regulations,
Section 422 of Publication 408. The wearing course shall have a minimum
depth of one-and-one-half-inch ID-2, or one-inch FJ-1, or a depth
equal to the existing wearing course, whichever is greater.
(11)
Restoration of plain or reinforced cement concrete
pavements (including all transverse openings). Base and surface restoration
of plain or reinforced cement concrete pavements shall be performed
under this subsection and as specified in the permit. Drilling is
not permitted where sawing or cutting is required. Permanent restoration
of areas shall not occur until 60 calendar days have passed from the
date of temporary restoration.
(a)
Prior to replacement of the pavement, two feet
outside of each edge of the opening shall be sawed the full depth
of pavement in a neat straight line. The detached material shall be
removed without damaging the adjacent pavement. The use of a pavement
breaker is prohibited. The permittee may partially saw cut the pavement
to a depth of at least three inches and cut the remaining pavement
with a jackhammer weighing no more than 90 pounds, if:
[1]
The restored opening does not exceed six feet
in either length or width.
[2]
The restored opening is at least two feet from
a pavement edge or joint.
(b)
Outside existing shoulder. If the disturbed
area extends outside the existing shoulder, the disturbed area outside
the restored shoulder shall be properly graded and a ditch line shall
be constructed wherever necessary to maintain highway drainage.
(12)
Temporary pavement restoration of a pavement
or paved shoulder shall be required by the Township office prior to
permanent restoration, under the following:
(a)
Temporary pavement restoration shall be completed
before traffic is allowed to travel on the disturbed area. The temporary
pavement may be kept in place for up to six months or as specified
in the permit and properly maintained.
(b)
The temporary pavement shall be removed and
permanent restoration performed.
(c)
Temporary pavement shall be one inch of ID-2
wearing course.
(13)
Appurtenances to underground installations.
Requirements relating to appurtenances to underground installations
shall include:
(a)
The top of every manhole, valve box or other
access to the facility shall be approximately one inch below the surface
in which it is located.
(b)
The surface surrounding manhole covers, valve
boxes, or other facilities located in paved shoulders shall be paved
with four inches bituminous concrete base course a distance of at
least two feet around the structure to prevent washouts.
(c)
A manhole, including those cast-in-place, shall
be constructed in compliance with current industry standards and PADOT
regulations, Section 713.2(c) of Publication 408.
(14)
Additional restoration shall be required as
follows:
(a)
Disturbed portions of the highway, including,
but not limited to, slopes and appurtenances and structures such as
guide rails, curbs, signs, markings, drain pipes, driveways and vegetation,
shall be restored by the permittee to a condition at least equal to
that which existed before the start of work authorized by the permit,
if the restoration is consistent with the roadway construction standards.
Additional restoration may also be required, upon written notification,
to restore the structural integrity of the pavement or shoulder.
(b)
If the permittee opens pavement having a bituminous
concrete surface and the Township's wearing course is less than five
years old, the permittee shall, in addition to the restoration conditions
outlined in the permit and in this section, overlay the pavement in
accordance with the following conditions:
[1]
When a longitudinal or transverse opening longer
than five linear feet has been made in the pavement, the permittee
shall overlay the traffic lanes for the entire length of highway that
was opened, in a manner authorized by the Township. Minimum width
for transverse openings is 12 feet.
(c)
If the permittee opens pavement having a bituminous
concrete surface and the wearing course is over five years old, the
permittee shall, in addition to the restoration conditions outlined
in the permit and in this section, overlay the pavement in accordance
with the following conditions:
[1]
When two or more transverse openings have been
made the permittee shall overlay traffic lanes, for the entire length
of highway between the openings, in a manner authorized by the Township,
no matter what the distance between the transverse openings.
[2]
When four or more emergency openings have been
made by the same permittee, the permittee shall overlay traffic lanes,
for the entire length of highway between the openings, in a manner
authorized by the Township.
[3]
If disturbed lanes adjacent to undisturbed lanes
are overlaid, the edge of the disturbed lane shall be saw cut or milled
to a depth of 1 1/2 inches or the depth of the existing surface
course, whichever is less, for the length of the opening to insure
a smooth joint, with proper elevation and cross section. A full-width
overlay may be authorized on various highways instead of saw cutting
or milling the disturbed lane.
[4]
If disturbed lanes adjacent to shoulders are
overlaid, the shoulder shall be raised, with material and in a manner
authorized by the Township for the type of existing shoulder, so that
the overlaid pavement and shoulder edges are at the same elevation.
(d)
Regardless of the age of the wearing course:
[1]
If more than 100 linear feet of longitudinal
or transverse openings, or both, are made in the pavement, the Township
may require the permittee to overlay traffic lanes for the entire
length of highway that was opened, if the Township office determines
that the ride ability or structural integrity of the pavement has
been impaired by the openings.
(e)
Aggregate used in a bituminous overlay wearing course shall comply with skid resistance level (SRL) criteria specified in PADOT regulations, Design Manual, Part 2, Chapter
11.
(f)
If an opening is made in a bituminous concrete
pavement within three feet from the edge of pavement or other longitudinal
joint or opening, the surface restoration shall be extended to the
edge of pavement or other longitudinal joint or opening.
(g)
At each end of an overlay, the permittee shall
install a paving notch, under PADOT regulations, Roadway Construction
Standard RC-28, by milling, planing or other authorized method and
provide a minimum ten-foot transition.
(h)
The transition areas at each end of an overlay
shall follow the contour of the surrounding surface.
(i)
When pavement markings on more than 50 linear
feet of highway are covered or destroyed by the permitted work, including
overlays, they shall be replaced with temporary pavement markings,
under PADOT regulations, Section 203.72 (relating to temporary pavement
markings) before opening the disturbed pavement to traffic. When the
pavement surface is restored, pavement markings that were covered
or destroyed shall be replaced in their former location.
(j)
Sealing. Restored openings in the pavement or
paved shoulder shall be sealed under PADOT regulations, Section 401.3(j)(3)
of Publication 408 in the case of bituminous concrete or PADOT regulations,
Section 501.3(n) of Publication 408 in the case of cement concrete.
A. General rule. A permit will not be issued to install
aboveground facilities at a location which the Township determines
to have a high accident potential.
B. Location of aboveground facilities. The location of
an aboveground facility shall be:
(1) Within nonlimited access right-of-way.
(a)
New poles and other aboveground facilities shall
be installed outside the highway clear zone as near the right-of-way
line as practicable, under the permit and applicable provisions of
PADOT regulations, Design Manual, Parts 2 and 5.
(b)
Replacement of poles and other aboveground facilities
shall comply with the permit and applicable provisions of PADOT regulations,
Design Manual, Part 5.
(c)
Installation of poles and other aboveground
facilities in locations where highway guide rail or curb exists shall
comply with the permit and applicable provisions of PADOT regulations,
Design Manual, Parts 2 and 5.
(2) Installation of poles, guys and other aboveground facilities within limited access right-of-way shall comply with applicable provisions of the Federal Highway Program Manual, Volume 6, Chapter
6, Section 3; the AASHTO Policy of the accommodation of utilities on freeways; and PADOT regulations, Design Manual, Part 5.
C. Location of wires, cables or conductors. A wire, cable,
or conductor which overhangs a portion of the right-of-way shall be
placed to provide a minimum vertical clearance of 18 feet over the
pavement and shoulder, except where the National Electrical Safety
Code requires vertical clearances in excess of 18 feet due to voltage
or span lengths.
D. Guys. A guy shall be placed and insulated in the following
manner:
(1) A guy shall be placed to avoid interference with vehicular
or pedestrian traffic.
(2) A guy shall be insulated or grounded in compliance
with the National Electrical Safety Code.
E. Identification of poles. A pole shall bear the name
or initials of the facility owner and the pole numbers assigned by
the facility owner.
F. Seismograph — vibrioses method. Seismograph — vibriosis
method shall comply with the following:
(1) Seismograph operations by other than vibriosis method
will not be permitted.
(2) A permit will not be issued to authorize seismograph
operations within limited access highway right-of-way.
(3) Wherever possible, seismograph operations shall be
performed entirely off the pavement and shoulder to lessen interference
to traffic.
G. Modular concrete replacement units, metal reinforcing
collars and similar devices.
(1) Modular concrete replacement units, metal reinforcing
collars and similar devices may not be placed in Township right-of-way
unless located:
(a)
Thirty feet or more beyond the edge of pavement under PADOT regulations, Design Manual, Part 2, Chapter
12.
(b)
At the top of a slope (two-to-one or greater)
or at least eight feet beyond the toe of the slope.
(c)
Beyond parallel drainage ditches.
(d)
Beyond the specified deflection distance for
the type guide rail in front of the location, under PADOT regulations,
Design Manual, Part 2.
(2) No permit will be issued for the placement of a new facility, or for the repair, modification, reinforcement or replacement of an existing facility, by modular concrete replacement units, metal reinforcing collars or similar devices unless the facility is located in compliance with Subsection
G(1).
License required. No person may attach a utility
facility to Township bridge or modify an existing facility until the
owner of the utility facility has obtained a permit from the Township.
A. General rule. Violation of this article or the permit
requirements constitutes ground for imposition of the following penalties:
(1) Upon receipt of oral or written notice of violations
from the authorized representative of the Township or a Township police
officer, the permittee shall cease to perform any further work in
the permitted area except to restore the area to a safe condition.
No further work may commence in the permitted area until the violations
have been remedied. When the permittee has received oral notice of
the violations, written notice shall be sent to the permittee within
10 days of receipt of the oral notice.
(2) Confiscation of the applicant's permit or emergency
permit card by any police officer or authorized representative of
the Township.
(3) Revocation of the applicant's permit or emergency
permit card by the Township.
(4) Removal of facilities installed without a permit or
in violation of the provisions of this article.
(5) Fines, imprisonment or other penalties as are provided
by statute.
(6) Other action as may be deemed necessary or proper
after consultation with the Township Solicitor.
(7) Other conditions which may be specified on a Township
citation.
B. Additional grounds for revocation shall be as follows:
(1) The Township may revoke a permit whenever it determines
that the permitted facility is not being maintained, is in violation
of a condition of the permit or this article, constitutes a hazard
to traffic or interferes with the proper use of the highway by the
Township or the public.
(2) The Township may revoke a permit for nonpayment for
a fee authorized by the Schedule of Fees, including default of a check submitted for payment.
C. Modification of conditions:
(1) General rule. When a term or condition of this article
cannot be met, an applicant may request, in writing, that the Township
modify that term or condition if it is not required by law, under
the following:
(a)
The applicant has done all that can reasonably
be done to comply with the term or condition.
(b)
The proposed modification satisfies the intent
of the term or condition to be modified.
(c)
The proposed modification represents the minimum
feasible deviation from the term or condition to be modified.
(d)
The reason for the requested modification is
in feasibility of meeting the exact terms or conditions of this article
rather than more economic benefit to the applicant.
(2) Modification granted. If a requested modification
is granted, the permit will specify the allowable modification. A
permit issued under authority of this section shall be signed only
by the Director of Public Works or Township Manager. The granting
of a modification will be predicated on the applicant's complying
with the following:
(a)
Unless the applicant is excused in writing,
executing a hold harmless and indemnity agreement acceptable to the
Township.
(b)
Unless the applicant is excused in writing, obtaining financial
security satisfactory to the Township to guarantee highway restoration
and maintenance costs.
[Amended 11-18-2014 by Ord. No. 558]
(c)
Unless the applicant is excused in writing,
obtaining public liability insurance for personal injury and property
damage on behalf of the Township, its officers, agents and employees,
in a form and amount acceptable to the Township for the life of the
facility.
(d)
Permit conditions, which may include use restrictions,
special traffic control devices or safety features.
(e)
Third parties. The modification of a term or
condition by the Director of Public Works does not create rights in
a third party, nor does a waiver act as a modification of the common
law duty of the applicant to relocate its facilities upon demand by
the Township to another location within the right-of-way at the sole
cost of the applicant.
All streets shall be graded the full width of
the right-of-way to the grades shown on the street profile and cross-section
plan submitted and approved with the preliminary plan. They shall
be inspected and checked for accuracy by the Township Engineer or
the Township representative.
The pavement and curbing for all streets and
all commercial and industrial parking areas and driveways into and
out of said parking areas shall be installed as shown on the preliminary
plan, and in accordance with the following:
A. Pavement construction.
(1) Rural and residential roads and commercial, industrial
and multifamily parking areas and driveways. All paved rural and residential
cartway areas and commercial, industrial and multifamily parking areas
and driveways covered by these regulations shall have a thickness
of not less than 9 1/2 inches, which shall consist of three inches
modified stone subbase, five inches bituminous concrete base course
and 1 1/2 inches ID-2 wearing course conforming to the current
specification of the PADOT regulations.
(2) Major and secondary roadways. All major and secondary
roadways covered by these regulations shall have a thickness of not
less than 16 inches, the subbase of which shall consist of six inches
of compacted 2A modified stone, a base course of seven inches of bituminous
concrete base course, a one-and-one-half-inch ID-2 binder course and
one-and-one-half-inch ID-2 wearing course, or approved equivalent,
conforming to the current specifications of the PADOT regulations.
Prior to any excavation, the pavement shall
be cut vertically and to a straight line, preferably with a pavement
saw, equal to the width of the trench. The trench shall be as narrow
as possible to provide adequate working space, but shall not exceed
the outside diameter of the barrel of the pipe plus 16 inches. Sidewalls
of the trench shall be as nearly vertical as possible.
A. Blasting must be in accordance with PADOT regulations,
Form 408.
B. If blasting is necessary, the Township may require
a full-time inspector. The expense of that inspector shall be reimbursed
back to the Township by the developer or contractor.
C. If roadway is raised or damaged, the Township will
require those sections to be repaired to Township standards.
D. If blasting is required, the Township will require the contractor
and/or developer to post security in a form and amount acceptable
to the Township for the protection of the roadways.
[Amended 11-18-2014 by Ord. No. 558]
E. If 50% or more of a roadway is damaged, the Township
will require base restoration and on overlay of the entire roadway.
F. No predrilling or blasting may be performed within
the right-of-way unless authorized by a permit and until the permittee
provides insurance for property damage and public liability.
G. The blaster's license number shall be furnished upon
request.
H. No blasting will be permitted within 50 feet of the
nearest part of a bridge, box or culvert.
I. The permittee's obligation for restoration of the
highway shall include failure of the highway occasioned by blasting.
A. Backfill material.
(1) Existing improved rights-of-way. Within the right-of-way, must be 2A modified or equivalent, full depth and compacted, in accordance with §
168-44C.
(2) Proposed new construction of roadways. Within the right-of-way, must be 2A modified or equivalent, full depth and compacted in accordance with §
168-44C.
B. As an alternative, the Township will accept suitable material, as
defined by PADOT regulations, Form 408, to be used as backfill in
new road construction only with the following conditions: If 2A modified
stone is not used, the construction and the backfill will be subject
to full-time inspection by the Township Inspector as well as full-time
soil compaction tests by an independent soil scientist, all at the
expense of the owner/developer/contractor. In addition, no dedication
of the roadway will be accepted prior to four years from the date
of completion of the base paving. At the time of dedication, the developer/owner/contractor
must provide a three-year maintenance guarantee in a form and amount
acceptable to the Township.
[Amended 11-18-2014 by Ord. No. 558]
A. Any sanitary sewer that is constructed within the
legal right-of-way of any existing road shall be backfilled with a
minimum of two feet of No. 8 stone over the pipe then backfilled with
2A modified stone to the subgrade of the road.
B. Within the cartway of a new road, a minimum of two feet of No. 8 (one-half-inch clean) stone must be placed over the pipe; 2A modified stone shall then be placed to the subgrade of the road. As an alternative, the pipe may be backfilled with No. 8 clean stone two feet above the pipe and the balance of the backfill may be suitable material as defined by PADOT regulations, Form 408. If 2A modified stone is not used, the construction of the sanitary sewer and backfill will be subject to full-time inspection by both the Sewer Authority and the Township Inspector as well as full-time soil compaction tests by an independent soil scientist. The conditions set forth in §
168-43B above shall apply.
C. Compaction. After the pipe has been placed and properly
bedded and backfilled with approved material by the Township to a
depth of two feet above the top of the pipe in accordance with the
job requirements and specifications, the remainder of the trench shall
be backfilled in eight-inch maximum layers to within six inches of
the pavement surface. Each layer shall be compacted to a density equal
to the requirements of PADOT regulations, Form 408, and shall be inspected
and confirmed by approved testing devices. Tamping shall be done with
mechanical equipment, tamping rollers or vibrating compactors, depending
upon field conditions. Of more importance is that it be done carefully
to insure a thoroughly tamped backfill. The last 2 1/2 inches
shall be cold patched until final restoration. Compaction by puddling
or jetting with water shall not be permitted or acceptable.
Prior to placement of the subbase and pavement,
the existing pavement and base course shall be cut back two feet from
the edge of the trench. The cut shall be vertical and to a straight
line. Streets with asphalt pavement surfaces shall be cut with a pavement
saw.
A. Transverse trenches.
(1) The permanent pavement replacement on all transverse
trenches (trenches crossing the normal direction of traffic) shall
consist of a seven-inch thick plain concrete base course, a two-inch
ID-2 binder course, and a one-and-one-half-inch thick ID-2 bituminous
wearing course, all in accordance with PADOT regulations, Publication
408.
(2) The surface course shall be properly placed and compacted
with a ten-ton roller even with the existing road surface.
(3) The joint between the new paving and the existing
paving shall be sealed with an application of Class BM-1 petroleum
asphalt.
B. Longitudinal trenches. The permanent pavement replacement
on all longitudinal trenches (trenches parallel to the normal direction
of traffic) shall consist of a five-inch-thick bituminous concrete
base course, a two-inch ID-2 binder course, and a one-and-one-half-inch
thick ID-2 bituminous wearing course, all in accordance with PADOT
regulations, Publication 408. All other requirements shall be as specified
for transverse trenches.
If a utility project (installation) is being
done in conjunction with a road reconstruction project, the Sewer
Authority and the Public Works Director shall coordinate the restoration
work.