All streets, public or private, shall be paved, curbed and furnished with sidewalks in accordance with this section, as otherwise specified by Township regulations, or as otherwise directed by the Board of Supervisors.
A. Paving.
[Amended 6-20-2016 by Ord. No. 170]
(1) Whenever possible, the subgrade shall be in cut or undisturbed subsoil. In no case shall the subgrade consist of filled or undisturbed topsoil or frozen soils. All deleterious material, such as tree roots, leaves, branches, trash, stones exceeding six inches in diameter, and miscellaneous construction debris, shall be removed from the subgrade. Compaction shall be accomplished by sheep's-foot, smooth-wheel, vibratory roller, or rubber-tired roller, at the discretion of the Township Engineer.
(2) The subgrade shall be compacted tight and dry and shall not be soft and spongy when check- or proof-rolled. Compaction of the subgrade shall extend the full width of the cartway, including the width to be occupied by shoulders where applicable. The required road crown shall be built into the shaped subgrade. Upon inspection of the compacted subgrade by the Township Engineer, the placement of a geotextile material may be required.
(3) All collector, residential, nonresidential, local-access streets, and commercial parking areas shall be constructed in accordance with the paving detail shown in Appendix B. All street widening shall also be constructed in accordance with the paving details shown in Appendix B.
(4) The subbase course shall consist of a stone application meeting with requirements of PennDOT Publication 408. A 10-ton or 12-ton vibratory roller shall be used for the stone compaction.
(5) The base course shall consist of superpave asphalt mixture, PG 64-22, 0.0 to 0.3 million ESALs, 25.00 mm mix, SRL H, meeting the requirements of the current PennDOT Publication 408.
(6) When required, a superpave asphalt mixture design, HMA binder course, PG 64-22, 0.0 to 0.3 million ESALs, 19.0 mm mix, SRL H shall be placed over the base course, meeting the requirements of the current PennDOT Publication 408. In no case shall the binder course be applied over a frozen, saturated or excessively dirt-laden base course.
(7) After proper cleaning, repairing and preparation of the binder course as directed by the Township Engineer, a tack coat shall be applied to the binder course prior to placing the wearing course. The tack coat shall consist of materials meeting the specifications of the current PennDOT Publication 408.
(8) The wearing course shall consist of a superpave asphalt mixture design, HMA wearing course, PG 64-22, 0.0 to 0.3 million ESALs, 9.5 mm mix, SRL H, meeting the requirements of the current PennDOT Publication 408.
(9) After application of the wearing course, all curb, inlet, manhole, driveway and similar joints shall be sealed with a PennDOT-approved joint sealer applied to neat lines with a minimum width of six inches.
(10) All roads shall have a crown in accordance with the paving details located in Appendix B, sloping away from the center line unless otherwise directed by PennDOT or the Township Engineer.
B. Curbing.
(1) Curbing shall be required by the Board of Supervisors in those cases where it is deemed necessary for proper drainage.
(2) All curbs shall be of the vertical type. Adequate provision shall be made for driveway entrances.
(3) All curbs shall be constructed of Class A cement concrete as specified by PennDOT Publication 408, latest edition, or of granite, as required by the Board of Supervisors. Curbs shall be constructed to the dimensions shown in the Appendix.
(4) Concrete curbing.
(a) Curbing shall be constructed in ten-foot lengths. A premolded bituminous-impregnated 1/2-inch expansion joint shall be placed between sections of curbing at intervals of not more than 30 feet.
(b) Depressed curbs at driveways shall be between one and 1/2 inch above the finished street surface. Pipes, grates, wood planks, or other materials shall not be placed in the gutter to form a driveway ramp.
(c) Where it is necessary to replace existing vertical curbs with depressed curbing, ten-foot-long sections of existing vertical curb shall be removed down to the subgrade without disturbing the adjacent cartway paving. The depressed curb shall then be formed and poured in place. Any portions of the cartway disturbed during curbing removal or installation will be repaired to new condition.
(d) When curbing must be cut for any reason, the length of the remaining section shall be no less than four feet between expansion joints. The cut shall be made in a neat manner with a power saw equipped with a proper masonry-cutting blade.
(e) Any depressed curb sections that are unused when a development or phase of a development is completed shall be completely removed and replaced with full-section upright curbing to line and grade of adjacent curbing. Forming and pouring concrete vertical curbing on top of an existing curb depression will not be permitted.
(5) Granite curbing.
(a) Granite curbing shall be in blocks with a minimum height of 10 inches, minimum top width of four inches, minimum base width of four inches, and a maximum length of five feet. Base width shall not be less than top width. Reveal shall not be less than four inches nor greater than six inches, nor greater than 1/2 times the block height. Blocks shall be separated by a mortar joint no less than one-half-inch wide.
(b) Depressed curbs at driveways shall have a reveal not less than 1/2 inch nor greater than one inch and a total height of not less than 6.5 inches. Pipes, grates, wood planks, or other materials shall not be placed in the gutter to form a driveway ramp.
C. Sidewalks/walking paths.
(1) Concrete or paved sidewalks or walking paths shall be required along all streets or within common open space or recreational areas within a subdivision or to provide pedestrian linkage and access to adjacent tracts and developments.
(2) Sidewalks shall be required along all streets within 1,000 feet of and leading to a school and at other locations deemed by the Board of Supervisors to be necessary for the safety and convenience of the public.
(3) Sidewalks or walking paths shall be placed within the street right-of-way parallel to and a minimum of six feet from the street line or within a specially designated right-of-way or easement. Gradient and paving of all sidewalks or walking paths shall be continuous across all private driveways. Sidewalks or walking paths located within the street right-of-way shall be maintained by the abutting property owner. Sidewalk or walking path maintenance shall be the responsibility of the owner of the property traversed by the sidewalk or walking path when located within a specially designated right-of-way or easement. Maintenance includes but is not necessarily limited to snow removal, repair of cracks, and replacement of deteriorated sections.
[Amended 12-26-2001 by Ord. No. 112]
(4) Sidewalks or walking paths shall be not less than four feet in width. Concrete sidewalks shall be no less than four inches in thickness, except for crossing driveways, where the minimum thickness shall be six inches and shall be constructed of plant mix certified to 3,000 pounds per square inch at 28 days. Paved sidewalks or walking paths shall be constructed in accordance with the specifications contained in §
315-38B of this chapter. Gravel walking paths shall be constructed in accordance with the specifications contained in §
315-48 of this chapter.
D. Finished grading. The finished grading for a street or cul-de-sac shall extend across all disturbed soils. The maximum slope between the right-of-way line and the top of the curb, or edge of the cartway if there is no curb, shall be one inch per foot, except that sidewalk or walking path paving shall slope 0.25 inch per foot as a maximum, unless otherwise directed by the Board of Supervisors.