Curbs, gutters and catch basins shall be adequate to handle the maximum water run-off from tributary lands.

Concrete curbs and gutters shall be constructed in accordance with New Jersey State Highway Specifications for curbs and gutters, as amended or as modified by Borough engineering standards.

The concrete to be used for curbs and gutters shall be Class B concrete as specified in the New Jersey State Highway Specifications for curbs and gutters.

The curb shall be laid in a workmanlike manner as directed and approved by the Borough Engineer.

The curb at all delivery openings shall be depressed at the front of the curb to a point 1 1/2 inches above the finished pavement.

The rear top corner of this curb shall have a radius of 1/4 inch and the front top corner shall have a radius of 1 1/2 inches.

Curb openings shall be in such width as shall be determined by the Borough Engineer but in no case more than 16 feet at the edge of the pavement.