All streets, or sections of streets, within the corporate limits of the City are hereby classified in regard to the volume of vehicular traffic and the wheel-loads imposed upon the pavement by the present and anticipated traffic; and the pavement shall be constructed or reconstructed therein to conform to the following specifications as to strength and width:
(a) Classification by Width of Streets.
(1) Type "B" Streets (30 feet). In all streets, or sections of streets, in the commercial and industrial areas, where the stopping of vehicles for business purposes is frequent, and in all sections of streets on the State Highway System, the width of the pavement to be constructed or reconstructed therein shall be a minimum of thirty feet between back of curbs, and shall be designated as Type B Streets.
(2) Type "A" Streets (25 feet). In all streets, or sections of streets, not designated as Type B Streets, the pavement to be constructed or reconstructed therein shall be a minimum of twenty-five feet in width between back of curbs, and shall be designated as Type A Streets.
(Ord. l 1-93. Passed 1-25-93.)
(3) South Broadway. The pavement to be constructed or reconstructed on South Broadway between the intersection of Lafayette and South Broadway and the intersection of Grant Street and South Broadway shall remain at twenty feet in width between curbs.
(Ord. 74-82. Passed 9-13-82.)
(4) South Harmony Street, Phase 1. The pavement to be reconstructed on South Harmony Street, Phase 1, from E. Washington Street to E. Smith Road shall be twenty-one feet in width (back of curb to back of curb). (Ord. 166-07. Passed 10-22-07.)
(b) Classification by Strength of Streets.
(1) Class I Streets (8 inches). In all streets, or sections of streets, where wheel loads in excess of 8,000 pounds are frequent, the pavement to be constructed or reconstructed therein shall be a minimum of eight inches in thickness with steel reinforcement and proper subsurface drainage, in accordance with the standards of the City, and shall be designated as Class I Streets.
(2) Class II Streets (7 inches). In all streets or sections of streets, where wheel loads in excess of 8,000 pounds are infrequent the pavement to be constructed or reconstructed therein shall be of concrete meeting the requirements of the City specifications, and shall be a minimum of seven inches in thickness with steel reinforcement and proper subsurface drainage in accordance with the standards of the City, and shall be designated as Class II Streets.
(Ord. 11-93. Passed 1-25-93.)
(3) Red Brick Streets. All streets or sections of streets, within the City currently surfaced in red brick shall be repaired or reconstructed using red brick, under the following conditions and terms:
When it is decided by the City that a street or section of a street, currently surfaced in red brick needs repair and/or reconstruction such that a resolution of necessity is needed and it is determined that adjacent property owners shall be assessed, the law and procedures as set forth in Chapter 727 and/or Section 727.01 of the Ohio Revised Code shall apply.
When repair and/or reconstruction is such that the City determines that it may be done without a resolution of necessity, such repair and/or reconstruction shall be completed in red brick.
(Ord. 76-19. Passed 5-13-19.)