(a) Sidewalks shall be so positioned as determined by the City Engineer.
(b) The minimum thickness shall be four inches. At driveways and other points of vehicular crossings, the thickness shall be six inches in residential districts and eight inches in all other districts. The City Engineer may require suitable steel reinforcing at commercial and industrial drive crossings, or wherever heavy or frequent vehicular loads are contemplated.
(c) The sidewalks shall be extended to the curb at all street intersections and at all proposed pedestrian crosswalks with appropriate curb ramps approved by the City Engineer.
(d) Concrete drive aprons shall be constructed from the sidewalk to the curb before the completion of each residential, commercial or industrial unit and shall meet the same requirements for sidewalk thickness and reinforcement.
(e) Each lot shall be served by a separate driveway. Driveways shall have a maximum grade of 10%. Curb cuts for straight curbs and the flare for rolled curbs shall be three feet wider than the driveway pavement on each side for residential units and five feet wider than the driveway pavement for multi-family, commercial, and industrial units; plus 18 inches on each side for curb transitions.
(Ord. 16-19. Passed 9-16-19.)