(a) Whenever a private road is constructed to connect to any existing road within the Village, there shall be provided as a part of such construction suitable drainage facilities by means of corrugated pipe or equal facility to the satisfaction of the Engineer;
(b) The drainage pipe shall be of a minimum size of twelve inches in diameter, shall be installed in the existing road ditch at approximately the center line thereof and along the center line under and across the entire width of the private road, and shall extend a distance of at least two feet beyond each side of the pavement;
(c) The flow line of such drainage facility shall correspond to the existing flow line of the ditch and the grade thereof shall be such as determined by the Engineer;
(d) The Village Engineer and/or Street Commissioner is further authorized to require the installation of drainage facility pipe in excess of twelve inches in diameter or to permit the installation of such pipe of less than twelve inches in diameter when, in his judgment, the additional capacity is necessary or such lesser capacity is adequate to provide suitable drainage;
(e) The private road shall be constructed of suitable materials to support an AASHTO HS20-44 load;
(f) The materials for the private road shall conform to ODOT applicable CMS Standards;
(g) The pavement of the private road shall be a minimum of eighteen feet wide with two feet berms in common areas and ten feet wide with one foot berms in other areas;
(h) The grade of the private road shall not exceed ten percent (10%) and be not less than 0.5 percent;
(i) The minimum centerline radius shall be one hundred feet; and,
(j) Construction drawings for the private road shall be prepared by a Registered Engineer in the State of Ohio and be reviewed and approved by the Municipal Engineer. (Ord. 30-2012. Passed 12-12-12.)