The following standards shall be complied with in all subdivision
and land developments:
A. Improvement specifications; general requirements.
(1)
Physical improvements to the property being developed shall
be provided, constructed and installed as shown on the record plan,
in accordance with the requirements of the Township.
(2)
As a condition for approval of a final plan by the Township,
the applicant shall enter into an agreement with the Township as to
installation of all improvements shown on the plan and required by
these regulations. Before the final plan may be endorsed by the Township,
the applicant shall submit a completed original copy of the subdivision
improvements agreement.
(3)
All improvements, whether public or private, installed by the
applicant shall be designed and constructed in accordance with applicable
criteria and specifications referenced herein. If there are no applicable
regulations, the Township may authorize that specifications be prepared
by a registered professional engineer.
(4)
Inspection of the installation of the improvements required
by this chapter shall in all cases be the responsibility of the Township
or the appropriate state regulatory agency.
At all changes of public street grades where the algebraic difference
exceeds 1%, vertical curves shall be provided to permit the following
minimum sight distances:
B. Collector streets: 300 feet.
C. Arterial highways: 400 feet.
D. Service streets: 100 feet.
[Amended 7-22-2002 by Ord. No. 2002-5]
All materials used for the construction of streets and/or roads
as herein defined and the method of construction and installation
shall be in strict accordance with the requirements of PennDOT Specifications
Publication 408 and/or PennDOT Seldom Used Specifications 1983 and/or
the latest revision thereof.
A. Drainage. All drainage and utility structures, including but not
limited to manholes, inlets, pipes, water and electric lines, shall
be installed prior to the final grading of the cartway.
B. Grading. Grading shall be completed to the full width of the right-of-way.
Banks shall be sloped not less than three horizontal to one vertical
with top of slopes rounded.
C. Subgrade. The subgrade within the limits of the proposed cartway
shall be shaped to conform to the line, grade and cross-section of
the proposed cartway and shall be thoroughly compacted as per PennDOT
Publication 408 as last revised. Subgrade shall be sloped to correspond
to the slope of the finished road surface. Before placing the base
course, the subgrade shall be dressed with one inch of fine aggregate.
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NOTE 1: Backfill of trenches within the cartway and shoulder
area shall be mechanically tamped in uniform layers of not more than
eight inches, thoroughly compacted, 95% dry volume, prior to application
of the base course.
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NOTE 2: If, during the installation of any of the aforementioned
items, the Township determines that the material used for backfill
is unacceptable, the contractor shall be required to use select fill.
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D. Paving:
(1)
The Township Supervisors, upon the recommendation of the Township
Engineer, shall determine the type of paving which shall be utilized.
(2)
Type I Base Course. Base course shall be constructed of stone
aggregate, rolled with vibratory roller, and thoroughly compacted
in two layers to a depth of not less than eight inches for residential
and 10 inches for industrial. The materials and construction methods
shall be in strict accordance with the requirements of Section 310,
"Crushed Aggregate Base Course," PennDOT Seldom Used Specifications.
(3)
Type II Base Course. Base course shall consist of five inches
for residential and six inches for industrial, after compaction, of
hot mixed, hot laid bituminous concrete base course placed on a six-inch
compacted layer of PennDOT No. 2A course aggregate, Type C or better
(no slag material). The materials and construction methods shall be
in strict accordance with the requirements of Section 305, Bituminous
Concrete Base Course, and Section 305, Subcourse, of PennDOT Publication
408 Specifications. The subbase and base course shall be rolled with
a vibratory roller.
(4)
Bituminous Surface Course ID-2A. Bituminous surface course ID-2A
shall consist of constructing a binder course and wearing course of
hot mixed, hot laid asphalt concrete on the above prepared base course.
The binder course shall be rolled with vibratory roller and compacted
to a depth of not less than two inches and the wearing course not
less than 1 1/2 inches. The materials and construction methods
shall be in strict accordance with the requirements of Section 420,
Bituminous Wearing Course ID-2, and Section 421, Bituminous Binder
Course ID-2, of PennDOT Publication 408, as amended. The Township
may require that the final application of bituminous concrete be withheld
until the streets are offered for dedication to the Township if the
wearing course is not applied immediately after the binder course.
(NOTE: The binder course shall be thoroughly cleaned and tack coated
in accordance with PennDOT Publication 408, as amended.)
[Amended 7-22-2002 by Ord. No. 2002-5]
A. All materials entering into the construction of curbs and the method
of construction and installation shall be in accordance with PennDOT
Specifications Publication 408, as amended.
B. Vertical curbs meeting the dimensional requirements for plain cement
concrete curb contained in the PennDOT Standards for Roadway Construction
(RC-64) shall be required on all streets.
Sidewalks, bike paths and other paths may be required to be
installed at the discretion of the Board of Supervisors upon the recommendation
of the Planning Commission.
A. All materials entering into the construction of sidewalks and the
method of construction and installation shall be in accordance with
PennDOT Specifications Publication 408, except that the compacted
thickness of the aggregate bed shall be four inches. Sidewalks across
driveways and driveway aprons shall be constructed with six inches
of concrete reinforced with six by six w1.4 by w1.4 welded wire fabric
placed two inches from the finished surface. Sidewalks shall have
a minimum width of four feet and be located four feet behind the curbline
unless approved otherwise.
[Amended 7-22-2002 by Ord. No. 2002-5]
B. Sidewalks at intersections shall be constructed to provide for handicapped
access.
C. Details and specifications for the construction of bike paths and
other paths shall be submitted with preliminary plans for review and
approval by the Township Planning Commission and Township Engineer.
Stormwater management and erosion control shall be in accordance with Chapter
80, Erosion, Sediment Control and Grading.
Consideration will be shown for all natural features, such as
large trees, watercourses, steep slopes, historic areas and structures,
and similar community assets which, if preserved, will add attractiveness
and value to the remainder of the developments. Trees shall be preserved
wherever possible.
No on-site burying or burning of construction debris shall be
permitted except under conditions specifically approved by the Township.