(a) The paved street base shall be of waterbound macadam, concrete or an equal type of construction.
(b) Waterbound macadam base shall be not less than two, three-inch courses with a total thickness of not less than five inches after compaction.
(c) A concrete base street, shall be reinforced concrete, the total thickness of which shall be not less than five inches. Where an aggregate base is used, the base shall consist of not less than ten inches of ODOT type 304 aggregate base unless a Soils Investigation justifies a lesser amount. A Soils Investigation will be conducted upon request of the developer by the Village Engineers. However, in such case, the developer shall pay all costs of the Soils Investigation including the Engineers' fees. The decision of the Village Engineer after a Soils Investigation shall be conclusive.
(d) The wearing surface of waterbound macadam shall be a bituminous surface course, the minimum thickness of which shall not be less than one and one-half inches over a leveling course of not less than two inches.
(e) No additional wearing surface shall be required over a concrete base. The concrete is to be placed so that surface of the base shall serve that purpose.
(f) Curbs may be either of the wall type without gutters, or a combination of curb and gutter built of concrete or other suitable materials.
(g) Sidewalks shall be a minimum width of four feet and built of concrete.
(h) Sewers and other utilities installed by the developer are to be of suitable materials of the latest designs and methods.
(i) Materials and methods of all construction shall be in accordance with State, County and Village specifications, whichever has the highest standards.
(Ord. 1237. Passed 7-10-89.)