All streets within a subdivision shall be improved with a hard surface pavement with mountable concrete curb and gutter along each side. (Refer to illustration of "Typical Pavement" in Table 1 following Chapter 1113. The minimum width as measured from back of curb to back of curb shall be 25 feet.
The surface course of the street shall be constructed of either asphaltic concrete, bituminous mix, or Portland cement concrete. At a minimum, three-and-a-half (3.5) inches of asphaltic concrete on ten (10) inches of 304 aggregate base is required, or if concrete streets are proposed, a minimum of six ( 6) inches of Item 452 plain Portland cement concrete pavement on a four (4) inch item 310 subbase is required. Alternative materials and thicknesses may be approved or required as determined by the Village Engineer. All construction and materials specifications shall be in accordance with State of Ohio Department of Transportation Construction and Materials Specifications.
Minimum pavement gutter elevations shall be at or above hydraulic grade line for a ten (10)-year frequency storm.
Streets abutting the subdivisions that are not presently paved or curbed nor have a design grade on them will normally not be required to be paved at the time the subdivisions are to be constructed. However, all lots in the plat abutting such streets shall have included in their deeds or portions thereof, a waiver of objection for the assessment for paving, curbing, and draining. This waiver of objection is to be recited on the plat, and is to be an instrument of record affecting future title of properties.
All temporary dead end streets shall be provided with a T-type turnaround and a barricade consisting of a guardrail with adequate night reflectors at the end of the street.
(Ord. 574. Passed 5-21-97.)