All new or reconstructed sidewalks shall be constructed of four (4) inch thick class “C” concrete on a six (6) inch compacted slag base, except through driveways where sidewalks shall be constructed of six (6) inch thick class “C” concrete on a four (4) inch compacted slag. All slag used shall be approved first by the office of the Director of Engineering, Planning and Building. The use of reinforcing rods or wire mesh is prohibited. All other specifications on file, or prepared by the office of the Director of Engineering, Planning and Building, shall apply.
(Ord. 11568/02. Passed 5-22-02.)
(Ord. 11568/02. Passed 5-22-02.)