In lieu of the provisions of Section 1181.04, private streets shall be constructed in accordance with one of the following alternatives. The developer shall advise the Village Engineer as to which alternative has been selected as part of the plan approval process.
(a) Eight inches of compacted limestone aggregate base (ODOT 304) with a bituminous prime coat of 0.35 gallons/square yard (ODOT 408) and three inches of ODOT 448 asphalt concrete placed and compacted in two courses. (One and three-fourths inches of 448 Type 2 LTV and one and one fourth inches of 448 Type 1 LTV with limestone aggregate.)
Minimum pavement width
- 22 feet where no on-street parking is allowed.
- 29 feet where on-street parking is allowed.
Minimum pavement crown - 1/4 inch per ft. from centerline to edge of pavement
Maximum % of grade - 8%
Minimum centerline radius of curvature 200 feet; or
(b) Five inches of ODOT 301 bituminous base placed and compacted in two equal courses and 2 inch of ODOT 448 Type 1 LTV limestone aggregate.
Minimum pavement width - 22 feet where no on-street parking is allowed.
Minimum pavement crown 1/4 inch per ft.
Max. % of grade - 8%
Minimum centerline radius of curvature 200 feet, or
(c) Eight inches compacted limestone aggregate base (ODOT 304) with three inches of bituminous base ODOT 301 placed in a single course and topped with a double seal coat (ODOT 409) using limestone aggregate.
Minimum pavement width - 22 feet where no on-street parking is allowed.
Minimum pavement crown 1/4 inch per ft.
Max. % grade - 8%
Minimum centerline radius of curvature 200 feet
If no curbs are used, the berm shall be at least two feet in width each side, and constructed of compacted granular material graded at a slope of one-half inch per foot away from the edge of pavement.
(Ord. 95-5. Passed 2-6-95.)