The minimum pavement and right of way requirements are as follows:
(a) The minimum width of the right of way of streets shall be:
Type of Street Right-of-Way Width (feet)
Major 80
Secondary and local 60
And a utility easement (UEL) width of 15 feet
(b) No so-called dead-end street shall be approved for dedication, except where conditions make the extension of such a street impractical. In such an instance a cul-de-sac shall be provided with the following minimum radius:
District Right-of-Way (ft.) Pavement (ft.)
Country Home 55 37.5
Business, Industrial
and all other 65 48.5
In an Industrial District, a “T” shaped turnaround may be used in place of a circular turnaround. These restrictions shall not apply where streets are carried to the boundary of the proposed allotment and the adjoining land is unallotted property subject to allotment. In this case, a temporary and adequate turning space for vehicles shall be provided near the dead end if deemed necessary by Council.
At street intersections, the minimum radius of the back edge of the curb shall be 37.5 feet in a Country Home District and seventy-five feet in all other districts. The crown of the pavement shall be four inches. The minimum longitudinal grade shall be 0.50 percent and the maximum shall be six percent for major streets and ten percent for all other streets. All pavements shall have six-inch curb drains.
(c) All streets shall be paved with a reinforced concrete pavement or asphaltic concrete pavement with concrete curbs in accordance with the standards as approved by the Village Engineer, partially enumerated hereinafter and having the following minimum width, pavement thickness, aggregate base stone thickness with geotextile fabric type D:
Pavement Thickness
Overall Reinforced Asphaltic
Width Concrete Aggregate Base
District (ft.) (in.) (in.) (in.)
Country Home 25 9 12 6
Business, Industrial
and all other 30 10 13 6
(1) Concrete pavement. Concrete pavement shall consist of a reinforced slab to be machine spread and finished, unless otherwise permitted by the Village Engineer. The concrete pavement shall be constructed with integral four-inch mountable curbs, or type 6 6" vertical curb upon a thoroughly compacted subgrade.
(2) Asphaltic concrete pavement. Asphaltic concrete shall be placed upon a thoroughly compacted subgrade by the use of spreading equipment as approved by the Village Engineer. The pavement shall consist of two base courses, an intermediate course and a surface course of asphaltic concrete in accordance with the latest version of the State of Ohio Department of Transportation Construction and Material Specification. The asphaltic concrete pavement shall be constructed with reinforced concrete curbs or combination curbs and gutters. Where conflicts occur in the above, the Village Engineer shall determine the governing standards and specifications to be used.
(3) Other pavement. Pavement other than set forth in paragraphs (c)(1) and (2) hereof may be permitted by Council upon recommendation of the Village Engineer if such pavement has an equal or better structural number and can be expected to require no more maintenance.
(d) Drainage of the right-of-way shall be toward the pavement with the lawn being sloped at a grade of three-eighths of an inch per foot. This drainage requirement may be changed by the Village Engineer in specific cases where the topography is such that drainage into the pavement is impractical.
(Ord. 82-3-2. Passed 3-2-82; Ord. 2017-3-15. Passed 3-7-17.)