(A) The owner of the subdivision or addition shall plot and construct, at his or her own expense, each of the streets set out in the information map noted in § 151.03, preceding said streets shall have a minimum dedicated right-of-way of 58 feet. The traveled portion thereto shall not be less than 40 feet wide and shall be centered within the right-of-way where possible. A minimum crown of nine inches shall be provided on the traveled portion to facilitate drainage.
(B) Specifications for the construction and asphalt paving of the traveled portion are as follows:
(1) Prepare road bed to proper grade and alignment (be sure all organic matter and soft spots are removed);
(2) Place eight inches of #53 crushed stone type 0 aggregate for the roadway base. This material shall be placed in two- to four-inch lifts. Compaction shall follow each lift;
(3) Place a prime coat of cut back asphalt MC-70 on roadway prior to paving;
(4) Place a two-inch HAC (hot asphaltic concrete), No. 9 binder course; and
(5) Place a one-inch HAC (hot asphaltic concrete), Type B surface course.
(C) All workmanship, equipment, and materials shall comply with the applicable portions of §§ 300, 400, and 900 of the 1969 Standard Specifications of the State Highway Commission. In no case shall any asphalt paving be placed on the roadway when the surface is wet (as from rain) or when the atmospheric temperature is below 50°F.
(D) The owner of the subdivision or addition will, at the time of street development, provide at his or her expense curbgutters and sidewalks on both sides of the street. The final design and construction of these facilities shall be subject to the acceptance and approval of the Town Board or its authorized representative.
(E) The curbgutters shall be constructed of concrete with a typical vertical rise of eight inches. Sidewalks shall be a minimum of 48 inches wide with a nominal thickness of four inches. They shall be constructed of reinforced concrete utilizing 6-6 8/8 WWF reinforcing steel, minimum, placed on a four- inch course of compacted granular material.
(Ord. 2, 1989, passed 4-10-1989)