This article shall be known and may be cited as the "Sidewalk, Curb
and Curb-Cut Ramp Ordinance of Skippack Township."
A. Pursuant to the provisions of the Act of November 10, 1965, P.L.
709, Section 1, 53 P.S. § 66402, the Board of Supervisors of Skippack Township authorizes the construction
of sidewalks, curbs and curb-cut ramps on the north side and south side of
Skippack Pike (Route 73) from Bridge Road (Route 113) to the west side of
Voit Drive. The Board of Supervisors of Skippack Township may designate the
Commonwealth of Pennsylvania Department of Transportation (PennDOT) as the
contractor for said purpose or may advertise for bids for the performance
of said construction. Said construction shall be coordinated with the installation
of waterlines by the North Penn Water Authority in the right-of-way of Skippack
Pike. Upon the completion of said construction of sidewalks, curbs and curb-cut
ramps along the north side and south side of Skippack Pike (Route 73) from
Bridge Road (Route 113) to Voit Drive, in accordance with plans and specifications,
the expense of the construction of such sidewalks, curbs, curb-cut ramps,
driveway modifications and all other construction items designated in said
plans as the responsibility of the owner shall be paid by the abutting property
owners in proportion to their frontage. In no instance shall any abutting
property owner be liable for the construction of such sidewalk in an amount
greater than 10% nor for the construction for such curb and sidewalk in amount
greater than 10%, of the assessed valuation of the abutting property owned
by him. Any expense above such maximum liability of property owners shall
be paid by the township. If any abutting property owner fails to pay the expenses
of the construction of such curb and sidewalk for which they are liable, the
township supervisors may recover the amount by action of assumpsit, civil
action or may file municipal liens therefor against the abutting properties
in the manner provided by law for the filing and collection of municipal liens.[Amended 3-15-1989
by Ord. No. 148]
A. Any assessment authorized under this article shall be
paid either in full, within 60 days after notice of such assessment shall
have been given to the party assessed, or in four equal semiannual installments,
the first of which shall be due and payable within 60 days after such notice,
together with penalty and interest as allowed by law. All assessments, whether
paid in full or in installments, shall be payable to the Treasurer of Skippack
Township.
[Amended 3-15-1989 by Ord. No. 148]
The construction of any sidewalks, curbs, curb-cut ramps, driveway ramps,
gutters and/or drains shall conform to the Pennsylvania Department of Transportation
Specifications (Publication 408, 1987) and the Standards for Roadway Construction,
Series RC-0 to RC-100, all per the latest revision.
A. Concrete walks. All new sidewalks shall be one-course
concrete construction. All sidewalks and curbs shall be constructed in accordance
with grades and lines as established by the Board of Supervisors other than
those established in an approved subdivision, and with reference to the Route
73 project in which the Commonwealth of Pennsylvania, Department of Transportation
shall establish the lines and grades. Said grades and lines will be established
in the field one time, by the township, at no expense to the owner. Any replacement
of field grades will be established at the cost of labor and materials to
be paid by the owner.
B. Expansion joints. Expansion joints for curbs shall be
three-fourths-inch thick preformed, nonextruding and resilient bituminous
joint filler shall be placed at every structure and at the limit of work each
day to the full depth of curb. Sidewalks shall be scored to create a square
block. Curbs shall be scored at ten-foot intervals. Expansion joints for sidewalks,
curb-cut ramps and driveway ramps shall be one-half-inch thick preformed,
nonextruding and resilient bituminous joint filler, placed to the full depth
where the sidewalk or ramp meets rigid pavement and/or existing structures.
C. Subgrade. All sidewalks and curbs shall have a four-inch
subbase of 2A modified crushed aggregate conforming to Pennsylvania Department
of Transportation standards.
D. Rainwater conductors.
(1) All underground rain conductors shall be of pipe material
such as cast iron, wrought iron, asbestos cement, clay or approved plastics,
constructed under the sidewalk and through the curb to the gutter. No open
gutters for conducting rainwater or drainage of any kind will be permitted
to run over top of the sidewalk or curbs.
(2) All subsurface rainwater conductors shall be placed in
such a manner that the top of pipe will not be less than three inches from
the top of the curb with a tooled contraction joint located vertically over
the center line of pipe. The thickness of concrete shall be at least eight
inches, a distance of 12 inches inches from each side of the pipe.
E. Thickness and depth of sidewalks, curb-cut ramps, driveway
ramps and curbs. The curbs shall have a depth of not less than 18 inches and
shall be eight inches thick at the base and seven inches thick at the top.
Curbs shall be constructed with an eight-inch reveal with a batter on the
street side. Sidewalks and curb-cut ramps for the handicapped shall be not
less than four inches in thickness and shall rest on a compacted bed of broken
stone of a depth of four inches and shall have a one-fourth-inch pitch per
linear foot from the inner edge of the sidewalk to the outer edge of the curb.
Concrete driveway ramps and sidewalk adjacent to the ramp shall consist of
six inches concrete on four inches compacted 2A modified stone.
F. Removal of existing blacktop. Removal of existing blacktop
necessitated by curb removal and replacement shall be done with hand-operated
pneumatic tools, hydraulically operated equipment or by a power saw to furnish
a clean straight cut in the pavement 12 inches from and parallel to the curbline.
It shall be the responsibility of the contractor to remove all excavated material.
G. Backfilling of cartway area. All areas of excavation
within the cartway area shall be backfilled with PennDOT approved aggregate
to the grade of the existing roadway by the contractor.
H. Concrete specifications and finishing. All sidewalks
and curbs shall be constructed of air entrained structural concrete having
PennDOT Class A designation. The capping of defective curbs is prohibited.
(1) The top surfaces of all sidewalks and curbs shall receive
a coarse broomed finish, and the finish tolerance shall be a true plane within
one-fourth-inch in 10 feet. The exposed vertical surfaces of curbs shall be
repaired of all honeycombed and defective areas, and shall receive a smooth
rubbed finish. This finish shall be produced by wetting the surfaces and rubbing
with a carborundum brick or other abrasive until a uniform color and texture
are produced. The finishing shall be completed before the concrete is 24 hours
old.
(2) Immediately after finishing, all concrete shall be cured
by using either an approved, impervious, light-colored plastic covering placed
and maintained in contact with the concrete surface, or an approved, impervious
light-colored liquid curing compound sprayed on the concrete surface. The
curing shall be continued for at least five days.
(3) The Building Inspector may reject any new construction
of concrete sidewalks and curbs which do not conform to the requirements of
this article or the generally accepted standards of the American Concrete
Institute.
(4) Durabond shall be used only in case of patching honeycombed
concrete or its equal.
(5) All individual home services for public utilities (excluding
gas services) shall be raised and/or lowered to proper curb elevation by the
person, firm or corporation installing concrete curbs, sidewalks, ramps, gutters
and/or drains.
(6) All traffic signs and lamp posts removed during construction
of concrete curbs, sidewalks, ramps, gutters and/or drains shall be replaced
by the person, firm or corporation performing installation.
I. The contractor must furnish and shall be responsible
for placing the proper barriers and warning signs during construction. Removal
of existing blacktop necessitated by curb removal and replacement shall be
done with hand-operated pneumatic tools, hydraulically operated equipment
or by a power saw to furnish a clean straight cut in the pavement 12 inches
from and parallel to the curbline. It shall be the responsibility of the contractor
to remove all excavated material.
J. All areas of excavation within the cartway area shall
be backfilled with PennDOT 2A modified aggregate and paved per PennDOT current
specification by the contractor. Expansion material shall be placed around
existing and/or proposed utility poles.
K. Safety and warning measures required. The contractor
must furnish and shall be responsible for placing the proper barriers and
warning signs during construction.
In addition to the remedies now vested in this township to make repairs
to sidewalks pursuant to the Second Class Township Code and other applicable statutes and ordinances, the Township of
Skippack shall have the power to make emergency repairs to any sidewalks located
within the Township of Skippack where, in the opinion of the Building Inspector,
a dangerous condition exists that can be repaired by an expenditure of not
more than $25. Before any such repairs are made, a notice to make the repairs
within 48 hours shall be served upon the owner of said property. If the owner
cannot be served within the county, notice may be served upon the agent of
the owner or the party in possession, or if there is no agent or party in
possession, the notice may be served by posting the same upon such premises.
Upon completion of such work, the costs thereof shall be a charge against
the owner of the property and shall be a lien, until paid, upon the abutting
property, provided that a claim is filed therefor in accordance with the law
providing for the filing and collection by civil actions. The certificate
of the Building Inspector in charge of repairs to sidewalks shall be conclusive
evidence of the existence of the emergency justifying the repair under the
terms of this section.
[Amended 3-15-1989 by Ord. No. 148]
A. Slope. The slope of the wheelchair ramp should be a maximum
of 12 to 1. However, on narrow sidewalks (six feet and less), the slope may
be increased, but in no case shall the slope exceed a maximum of 8 to 1.
B. The Pennsylvania Department of Transportation Design
Manual, Part 2, Chapter 6, Pedestrian Facilities, is incorporated herein by
reference as though set forth in full.
The cost of obtaining a permit to construct a curb-cut ramp shall be
an amount as set forth from time to time by resolution of the Board of Supervisors.
The cost of obtaining a permit to repair existing curbs, gutters and sidewalks
shall be an amount as set forth from time to time by resolution of the Board
of Supervisors. The cost of obtaining a survey permit to stake out line and
grade of new curbs, gutters and sidewalks, other than that established on
an approved subdivision plan required to be surveyed by the developer, shall
an amount as set forth from time to time by resolution of the Board of Supervisors.
Any person, firm or corporation applying for any permit under this article
shall indemnify and hold harmless the Township of Skippack against all liability
of whatever nature arising during the performance of work or as a result of
work for which a permit is granted, whether or not said liability arises as
a result of the negligence or acts of the person, firm or corporation to whom
the permit was issued or resulted from the negligence or acts of any other
party including the Township of Skippack, its agents, servants, workmen or
employees.