The following words and terms, when used in
this article, shall have, unless the context clearly indicates otherwise,
the following meanings:
408
PennDOT specifications form and all current supplements applicable
to street occupancy.
ADJACENT AREA
The area surrounding the immediate area of the permitted
work which can reasonably be assumed to have been affected by the
permitted work.
BACKFILL
Material used to replace, or the act of replacing, material
removed during construction.
BASE COURSE
The layer or layers of specified or selected material of
designed thickness placed on a subbase or a subgrade to support a
surface course.
BOROUGH OFFICE
The office for the control of issuance of permits located
at:
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Borough of Carlisle
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Public Works Department
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53 West South Street
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Carlisle, Pennsylvania 17013
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BRIDGE
A structure, including supports, erected over a depression
or an obstruction, as water, highway or railway, and having a track
or passageway for carrying traffic or other moving loads and having
an opening measured along the center of the roadway of more than 20
feet between supports.
CLEAR ROADSIDE AREA
The portion of right-of-way beyond the pavement edge within
which no existing obstructions are located.
CULVERT
Any structure under the roadway with an opening of 20 feet
or less measured along the center of the roadway.
DETOUR
To send traffic by a circuitous route around a portion of a highway that has been closed in accordance with §
223-21F of this article (relating to traffic control plan) and §
223-25A(8) of this article (relating to traffic protection and maintenance).
EMERGENCY
An unforeseen occurrence or combination of circumstances
which calls for immediate action or remedy.
EQUIPMENT
All machinery and equipment, together with the necessary
supplies for upkeep and maintenance, and also tools and apparatus
necessary for the proper construction and completion of the work.
FLEXIBLE BASE PAVEMENT
A pavement structure which maintains intimate contact with
and distributes loads to the subgrade and depends on aggregate interlock,
particle friction and cohesion for stability.
FORM 408
The latest revision of highway construction specifications
issued by the Pennsylvania Department of Transportation.
IMPROVED AREA
The area within the right-of-way which has been constructed
for highway purposes, including roadbed, pavement, shoulders, slope,
sidewalks, drainage facilities and any other appurtenances.
INSPECTOR
The Borough's authorized representative assigned to inspect
permit operations.
PAVEMENT
The combination of subbase, base course and surface course
placed on a subgrade to support the traffic load and distribute it
to the roadbed.
PERMIT
A highway occupancy permit issued by the Borough Office pursuant
to these regulations.
PERSON
Any natural person, firm, copartnership, association, corporation
or political subdivision.
PLANS
Drawings which show the location, character and dimensions
of the proposed occupancy and related highway features, including
layouts, profiles, cross sections and other details.
PLOWING
Placing utility cables underground by means of a plow mechanism.
PRIVATE STATUS
The status of a utility's facilities, which are situated
within the public right-of-way by agreement with the Borough, after
the Borough condemned the utility's easement and did not provide a
substitute right-of-way.
PUBLICATION 72
A Pennsylvania Department of Transportation publication containing
standards for roadway construction.
PUBLICATION 203
A Pennsylvania Department of Transportation publication containing
requirements for work area traffic control during highway maintenance
operations and utility work.
RIGHT-OF-WAY
The area which has been acquired by the Borough for highway
purposes.
RIGID BASE PAVEMENT
A pavement structure which distributes loads to the subgrade
having as one course a portland cement concrete slab of relatively
high bending resistance.
ROAD
A road or bridge on the system of Borough roads and bridges,
including the entire width between right-of-way lines, over which
the Borough has assumed or has been legislatively given jurisdiction.
ROADBED
The graded portion of a highway within top and side slopes,
prepared as a foundation for the pavement and shoulder.
ROADWAY
That portion of a highway improved, designed or ordinarily
used for vehicular travel, exclusive of the sidewalk or shoulder.
SEAL COAT
A thin treatment consisting of bituminous or other approved
material, usually with cover aggregate, applied to a surface course.
SHOULDER
The portion of the roadway, contiguous to the traffic lanes,
for accommodation of stopped vehicles, for emergency use and for lateral
support of base and surface courses and pavements.
SUBBASE
The layers of specified or selected material of designed
thickness placed on a subgrade to support a base course.
SUBGRADE
The top surface of a roadbed upon which the pavement structure
and shoulders, including curbs, are constructed.
SUITABLE MATERIAL
Material meeting specifications for No. 2 RC minimum as set
forth in Section 677.2, Form 408.
SURFACE COURSE
One or more layers of a pavement structure designed to accommodate
the traffic load, the top layer of which resists skidding, traffic
abrasion and the disintegrating effects of climate. The top layer
is sometimes called "wearing course."
TACK COAT
An application of bituminous material to an existing surface
to provide bond with a superimposed course.
UTILITY
A person owning a utility facility, including any wholly
owned or controlled subsidiary.
UTILITY FACILITY or FACILITY
All privately, publicly or cooperatively owned lines, facilities
and systems for producing, transmitting or distributing communications,
power, electricity, light, heat, gas, oil, crude products, water,
steam, waste, stormwater and other similar commodities, including
fire and police signal systems and streetlighting systems, which directly
or indirectly serve the public or any part thereof.
VEHICLE
Every device which is or may be moved or drawn upon a road.
It is in the public interest to regulate the
location and construction of utility facilities and other structures
within Borough rights-of-way for the purpose of security, economy
of maintenance, preservation of proper drainage and safe and convenient
passage of traffic. Nothing contained herein is intended to relax
existing safety requirements.
[Amended 6-11-2020 by Ord. No. 2364, approved 6-11-2020]
A. General rule. Upon application duly made in accordance
with these regulations, a permit will be issued by the Borough, subject
to these regulations and the conditions contained on the permit and
its attachments and supplements. The permit will be the applicant's
authority to proceed with the work and will also serve as a receipt
for the fees accompanying the application.
B. Requesting permit time extension. A permit is valid
for a six-month period or multiples thereof as specified on the permit.
If the permittee has not completed all authorized work by the completion
date specified on the permit, an application shall be submitted requesting
a time extension on the permit. If approved, a supplement will be
issued by the Borough Office.
C. Work completion notification. When all permitted work
has been completed, the self-addressed postcard which accompanies
the permit shall be mailed to the Borough.
D. The applicant
shall maintain the portion of the street disturbed by the opening
or excavation for a period of one year from the date the restoration
is completed and accepted by the Borough at a proper grade and condition
free from ridges and depressions. Such maintenance work shall be done
as often as may be necessary. To guarantee proper restoration of the
surface and proper maintenance of the disturbed area, the applicant
shall deposit with the Borough, prior to issuance of the permit, an
approved financial security in an amount set by the Borough guaranteeing
the proper performance of the work and the proper maintenance of the
disturbed area for the period of time required above. Utilities and
other persons who open or excavate in streets on a regular basis may,
with the permission of the Borough, keep on deposit a single financial
security in an amount set by the Borough and applying to the work
included in all of the permits at any time outstanding.
(1) If,
within a period of one year from the date the backfilling is completed,
the Borough determines that the backfilling, surface restoration or
maintenance of the disturbed area is defective, it shall notify the
applicant, in writing, to that effect. Promptly upon receipt of such
written notice, the applicant shall take immediate steps to correct
such defects. If the applicant fails to take immediate corrective
action to the satisfaction of the Borough, the Borough may perform
the work itself or cause the same to be performed by another person.
The applicant and the surety on its financial security shall be liable
for all costs and expenses incurred by the Borough in correcting such
defects and for any penalty assessed as a result of the applicant's
failure to take immediate corrective action.
[Amended 3-10-2005 by Ord. No. 2032, approved 3-10-2005; 8-11-2016 by Ord. No.
2251, approved 8-11-2016]
A. Drilling, boring, driving or tunneling across improved area.
(1) When crossing under any improved area, the opening for a utility
facility shall be drilled, bored or driven on a horizontal plane at
a minimum depth of three feet below the surface of the highway and
its swale ditches.
(a)
The facility may be placed otherwise by tunneling when specified
in the permit. When tunneling, after the facility is placed, the hole
shall be backfilled with one-to-three-to-six concrete of dry consistency
and tamped.
(b)
Wet boring is prohibited.
(2) No openings for the purpose of placing utility facilities or other
structures under the improved area by drilling, boring, driving or
tunneling shall be made closer than three feet to the edge of the
roadway unless the permit authorizes a lesser clearance.
(3) Facilities and other structures crossing under the improved area
shall be constructed so as to assure the safety of the traveling public
and to preclude the necessity of entering upon the improved area to
affect future maintenance or replacement.
B. Trenching across improved area.
(1) No trenching shall be permitted across the improved area unless authorized
by the permit.
(2) Trenching across the improved area may be authorized by the permit
where other methods of installation are not considered feasible by
the Borough Engineer because:
(a)
The subsurface is solid rock.
(b)
There are other facilities located longitudinally under the
improved area and their location precludes methods other than trenching.
(c)
Adjacent development in a very congested urban area makes the
construction of a tunneling or boring shaft impossible.
(3) When trenching is specified in 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. The
contractor shall place notification signs for temporary parking restrictions
needed, if any, at least 24 hours before beginning work. Notification
signs shall contain language approved by the Borough Engineer.
[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 and restored half-width
in accordance with this section (relating to special conditions for
subsurface operations).
[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
(relating to special conditions for subsurface operations).
(b)
Utility facility placed in more than one piece across highway.
[1]
Traffic shall be routed over 1/2 of the pavement width. The
contractor shall place notification signs for temporary parking restrictions
needed, if any, at least 24 hours before beginning work. Notification
signs shall contain language approved by the Borough Engineer.
[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 (relating to special conditions for
subsurface operations).
[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 this section (relating to special conditions for
subsurface operations).
C. Trench openings parallel to highway.
(1) Trench openings for utility facilities and other structures shall
be made so that the near edge of the opening is at least three feet
outside the edge of the roadway, unless the permit authorizes a lesser
clearance, with a minimum depth of three feet from the surface to
the top of the facility.
(2) On an unpaved highway, the near edge of the trench opening shall be at least 12 feet from the general center line of the traveled highway or as authorized in Subsection
C(1) above. The center line shall be determined by the Borough Office.
(3) No trench opening shall be made for a distance of more than 200 feet
at any one time unless authorized by the permit. In addition, no more
than 40 feet of trench shall be left open on the shoulder of a highway
at the end of any workday unless authorized by the permit.
D. Except for emergency repairs of utility facilities, work shall not
take place during peak traffic hours. Steel plates or bridging shall
be placed over all openings made within the improved area which are
less than six feet in either length or width when work is stopped.
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.
E. Plowing operations.
(1) No plowing shall be permitted within the right-of-way unless authorized
by the permit.
(2) Plowing operations will be authorized only in unpaved shoulders.
(3) Plowing operations are not allowed from November through March, inclusive,
unless authorized by the permit.
(4) No plowing shall be permitted within three feet from the edge of
the roadway. A greater distance shall be attained wherever possible.
(5) 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.
(6) The utility facility shall be installed under any structures that
are less than three feet deep. All disturbed structures shall be repaired
or replaced by the permittee.
(7) The disturbed area shall be restored in conjunction with the plowing
operation. If heaving occurs, the disturbed area shall be reshaped,
backfilled with No. 2RC and compacted until the disturbed area is
restored to a condition equal to that which existed before plowing.
F. Disposition of materials.
(1) The permittee shall keep the improved area free of all material which
may be deposited by vehicles traveling upon or entering onto the roadway
during the performance of work authorized by the permit.
(2) The permittee shall be responsible for controlling dust conditions
created by its own operations.
(3) All excess material and material that is not suitable for backfill
shall be promptly removed from the public right-of-way and disposed
of properly as the work progresses.
(4) All retained material to be stockpiled for pending placement shall
be stored in a location and manner which will not interfere with traffic
or cause deleterious effects to stormwater flow or quality.
G. Backfilling. All openings made in the improved area shall be backfilled
by the permittee in accordance with the following minimum standards:
(1) Approved bedding material may be placed around and over the utility
facility at a height not to exceed eight inches above the top of the
facility and compacted in not more than four-inch layers.
(2) The opening shall then be backfilled with 2A or 2RC aggregate compacted
throughout its full width. Backfill height is limited to eight inches
maximum per lift when using vibratory compaction equipment or an excavator-mounted
hydraulic plate compactor or four-inch maximum layers for other compaction
methods.
[Amended 6-11-2020 by Ord. No. 2364, approved 6-11-2020]
(3) Compaction shall be completed to the bottom elevation of the existing
pavement to a density consistent with the provisions of PennDOT Publication
408 specifications. Compaction testing shall be performed by nuclear
gauge, by nonmovement, or by another PennDOT-approved method. Testing
is required on all nonemergency permitted openings in pavement, paved
shoulder or sidewalk. A minimum of one test per lift per day is required.
No backfill compaction testing is required during emergency repairs,
openings less than 36 square feet and/or if approved flowable backfill
material is utilized.
[Amended 6-11-2020 by Ord. No. 2364, approved 6-11-2020]
(4) The Borough may require the permittee to have material used for backfill
tested for conformance to PennDOT Form 408.
(5) The Borough reserves the right to require placement of approved flowable
fill material instead of 2A or 2RC backfill material if deemed appropriate
and essential to the best interests of the Borough. Also, as an alternative
to temporary restoration requirements, the contractor may request
permission to use flowable fill and to perform permanent restoration
without waiting 90 or more days. (When required or permitted, flowable
fill shall be placed at a depth no greater than eight inches above
the utility facility and shall extend to a height equal to the bottom
of the adjoining pavement or 6.5 inches below the finished street
grade, whichever is lower.)
H. Restoration of flexible base pavements.
(1) Temporary restoration. Following placement and full compaction of
the 2A or 2RC aggregate, and prior to opening the roadway to traffic,
the trench must be filled with approved roadway material to an elevation
which is level with the adjoining roadway. The surface of the trench
must be on a consistent plane, and must not contain dips, humps or
other irregularities. This material must be kept in place for a minimum
of 90 days and must be replaced with approved permanent restoration
material within 180 days. The trench must provide a smooth riding
surface at all times. The contractor shall bear full responsibility
and liability for harm to persons or property caused by incidents
related to the condition of the trench, and will be required to immediately
improve unacceptable conditions within 24 hours after receiving notice
by Carlisle Borough. If the contractor fails to perform remedial work
as directed, the Borough may restore the trench and bill the contractor
for cost incurred plus an administrative fee of 15%. Approved materials
for temporary restoration will include 2A or 2RC aggregate base placed
and compacted to within three inches of the surface and at least three
inches of hot mix, warm mix, or cold-patch bituminous road material.
(2) Permanent restoration. Within a time frame of 90 days to 180 days
after placement of the backfill material, the contractor must restore
the trench in the following manner:
(a)
Saw-cut the existing roadway in a neat straight line at least
12 inches beyond each edge of the trench to a depth equal to the existing
pavement.
(b)
Remove and dispose of all material within the saw cuts to a
depth of 6.5 inches or to the depth of the adjacent pavement, whichever
is greater.
(c)
Compact subgrade, then place and compact a minimum of five inches
of hot mix asphalt (HMA) or warm mix asphalt (WMA) Superpave asphalt
base 25 mm mix or approved ID-2 base substitute.
(d)
Place and compact a minimum of 1.5 inches of HMA or WMA Superpave
asphalt wearing course 9.5 mm or 12.5 mm mix, or approved ID-2 wearing
substitute.
(e)
Hot seal all edges at a six-inch width with approved sealant
material.
(f)
Paint the month and year of restoration in accordance with utility
color-coding at least six inches in height.
(g)
Restore all pavement markings destroyed by the street opening.
(3) Alternate permanent restoration when flowable fill is placed in lieu
of 2A or 2RC aggregate backfill. After flowable fill has cured to
acceptable strength, the contractor may proceed with the following
permanent restoration steps:
(a)
Saw-cut adjoining roadway in a neat straight line at least 12
inches beyond each edge of trench to a depth equal to the existing
pavement.
(b)
Remove and dispose of material between edges of trench and the
saw cuts to a depth of 6.5 inches or to the depth of the adjacent
pavement, whichever is greater.
(c)
Compact subgrade adjacent to flowable fill, then place and compact
a minimum of five inches of HMA or WMA Superpave asphalt 25 mm mix
or approved ID-2 substitute base material.
(d)
Place and compact a minimum of 1.5 inches of HMA or WMA Superpave
asphalt wearing course, 9.5 mm or 12.5 mm mix, or approved ID-2 wearing
substitute.
(e)
Hot seal all edges at a six-inch width with approved sealant
material.
(f)
Paint the month and year of restoration in accordance with utility
color-coding at least six inches in height.
(g)
Restore all pavement markings destroyed by the street opening.
I. Restoration of plain or reinforced cement concrete pavements. Prior
to replacement of the base, one foot from each edge of the trench
shall be sawed or cut, in a neat straight line, to a depth of at least
four inches, and the detached material shall be removed. Drilling
shall not be permitted where sawing or cutting is required.
(1) The replacement base shall consist of certified high early strength
concrete equal in depth to the original concrete pavement.
(2) On existing reinforced cement concrete pavements, reinforcing steel
and expansion tie bolts shall be placed in accordance with PennDOT
Roadway Construction Standard RC-26.
(3) The surface shall be restored as follows:
(a)
The surface shall be cured in accordance with Section 501.3(n),
Form 408. After surface corrections have been completed and just before
the concrete becomes nonplastic, the surface shall be given a textured
finish in accordance with Section 501.3(m)4, Form 408.
(b)
Surface restoration of a cement concrete pavement which has a bituminous surface shall be done in accordance with Subsection
H(1) of this section.
J. Shoulder and parking lane restoration. All provisions for subsurface
restoration on travel lanes shall apply to subsurface restoration
in shoulders or parking lanes of Borough streets.
K. Additional restoration requirements.
[Amended 6-11-2020 by Ord. No. 2364, approved 6-11-2020]
(1) If the permittee opens the pavement and the wearing course is less
than five years old, the permittee shall, in addition to the minimum
restoration conditions outlined herein, mill and overlay the pavement
in accordance with the following conditions:
(a)
When a longitudinal opening is longer than 10 feet in the pavement,
the permittee shall mill and overlay the lane in which the opening
was made from the curb or edge of pavement to the road center line
for the entire length of road that was opened.
(b)
When two or more trench openings are made in the road pavement
less than 100 feet apart, the permittee shall mill and overlay all
lanes from the curb or edge of pavement to the road center line in
which the openings were made for the entire length of road between
such openings.
(2) Regardless of the age of the wearing course, when deemed integral
to the long-term road maintenance objectives of the Borough, additional
surface restoration shall be required between multiple cuts and/or
adjacent to utility cuts in order to restore the road surface within
the limits of work to a contiguous and smooth condition. Expanded
surface restoration requirements will be in addition to all other
applicable requirements for subsurface operations and shall not be
cause for waiver of any such applicable requirements. In these cases,
the additional surface restoration will consist of removing the existing
wearing surface by milling or other approved method and repaving approved
wearing course at a depth of 1.5 inches. The Borough Engineer may
increase the requirements if perceived as necessary. Conditions which
will require additional restoration requirements include but are not
limited to:
(a)
Cuts within four feet of each other: Combine cuts into a single
surface restoration area.
(b)
A cut within three feet of a curbline, whether or not a curb
is present: Extend wearing surface restoration to the curbline.
(c)
A cut or multiple cuts which have a width equal to or greater
than 50% of width of the travel lane, parking lane (parking lanes
shall be considered to be eight feet wide) or shoulder: Extend surface
restoration to cover the full width of the travel lane, parking lane
and shoulder.
(d)
Four or more utility cuts within 100 linear feet: Surface restoration
shall be combined into a single surface restoration area for the entire
length of the travel lane that was opened. Mill and pave areas between
the cuts to create a contiguous wearing surface restoration area which
traverses the entire length of the applicable segment. Widen restoration
to include the entire travel lane.
(e)
One hundred feet or more of longitudinal or traverse openings,
or both, are made: Mill and pave areas of and between the cuts to
create a contiguous wearing surface restoration area which traverses
the entire length of the applicable segment. Widen restoration to
include the entire travel lane.
(f)
Any cut on a street which was paved within the past two years:
Flowable fill will be required in lieu of 2A or 2RC backfill material.
L. Modified restoration requirements in advance of roadwork.
(1) The Borough Engineer may waive additional roadway restoration requirements
or may modify standard restoration requirements in cases where extensive
utility upgrade work is being conducted in advance of and in conjunction
with scheduled Borough road maintenance activities.
(2) Approved flowable fill material will be required when work is performed
less than 90 days before scheduled Borough paving.
M. Appurtenances to underground installations.
(1) The top of every manhole, valve box or other access to the facility
shall be at the same elevation as the surface in which it is located.
(2) The surface surrounding manholes or valve covers located in shoulders
shall be paved in such a manner as to prevent washouts.
All permit records, restoration records and
emergency work records shall be made available for examination by
the Borough upon request.
Any violation of these regulations shall constitute
grounds for imposition of any or all of the following penalties:
A. Upon receipt of oral or written notice of any violation(s)
from the Borough's authorized representative or a police officer whose
jurisdiction includes the permitted work area, 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 shall commence
in the permitted area until the violation(s) has been remedied. Where
the permittee has received oral notice of the violation(s), written
notice shall be sent to the permittee within 10 days of receipt of
the oral notice.
B. Confiscation of the applicant's permit or emergency
permit card by any police officer or authorized representative of
the Borough.
C. Revocation of the applicant's permit or emergency
permit card by the Borough.
D. Removal of facilities installed without a permit or
in violation of any provision of this article.
E. Any person violating any provision of this article,
for each and every such violation, upon conviction thereof, shall
be sentenced to pay a fine of not more than $1,000 and costs of prosecution,
and, in default of payment of such fine and costs, to undergo imprisonment
for not more than 30 days.
F. Such other action as may be deemed necessary or proper
after consultation with the office of the Borough Solicitor.