(A) All driveway approaches and alley approaches hereafter constructed within the city shall be constructed of concrete cement compounded of portland cement, clean sand, clean gravel, and water in sufficient quantities to achieve a 28-day compressive strength of at least 3,000 pounds per square inch when tested in accordance with applicable standards of the American Society for Testing Materials. Concrete shall be poured monolithically and shall be a minimum six sack mix. Typical dimensions for driveway approaches and alley approaches shall be set forth in the plans attached to Ord. 336-99 as Exhibit B, which plans are made a part of this subchapter.
(B) Driveway approaches shall be a minimum of 14 feet in width for a single driveway entrance or 20 feet in width for double entrance within each 100 feet of property frontage. In no event shall a driveway width extend beyond the property line or lines of the owner of the property wherein the service driveway is installed. Alley approaches shall be constructed so that the width conforms to the width of the alley.
(C) Driveway portions of sidewalks and alley approaches shall be scribed and finished as in this subchapter, and shall be separated from the walks and curbs by a cold joint or one-half-inch expansion joint.
(Ord. 336-99, passed 6-14-1999) Penalty, see § 91.99