Prior to the granting of Final Plat approval, the subdivider shall have installed or shall have furnished adequate bond, as provided in Section 1181.13 hereof, for the ultimate installation of the following:
(a) The minimum right of way width for all streets shall be sixty (60) feet, except that where there are unusual topographical or other physical conditions, the Planning Commission may require a greater or lesser width.
(b) All streets shall be constructed in conformance with the current Location and Design Manual and Construction and Material Specifications of the Ohio Department of Transportation (ODOT). All streets and thoroughfares shall be graded to their full right-of-way width including side slopes, and shall be extended to the farthest line of each lot in the subdivision. (See Appendix I.)
(c) Streets shall have a minimum pavement width of twenty-six (26) feet, measured face-to-face of curbs.
(d) Additional pavement lanes and/or traffic signalization may be required for commercial or other special developments to provide acceleration, deceleration or left turn lanes, or handle or control excessive traffic that may be generated by such developments. Complete data with respect to character and volume of expected traffic generated by the development may be required.
(e) Concrete curbs and gutters are required on all streets, per ODOT Construction and Material Specifications Item 609. The minimum pavement gutter elevations shall be at or above hydraulic grade line for a ten year frequency storm.
(f) The subgrade shall be free of sod, vegetative or organic matter, soft clay and other objectionable materials for a depth of at least two (2) feet below finished grade. The subgrade shall be properly rolled, shaped and compacted, and shall be subject to the approval of the Village Engineer.
(g) The developer has the option of using any of the following base courses, based upon findings of the design engineer as to soil and traffic conditions: aggregate, bituminous aggregate, asphaltic concrete, waterbound macadam, portland cement concrete, or equally suitable base course. Materials and thickness shall be determined by the design engineer, subject to approval by the Village Engineer, as set forth by ODOT Construction and Material Specifications.
(h) Upon expiration of the established maintenance period for the base course, the surface course shall be constructed using either asphaltic concrete, bituminous mix, or portland cement concrete. Specific materials and thickness shall be determined by the design engineer, subject to approval by the Village Engineer, as set forth by ODOT Construction and Material Specifications.
(i) Intersections shall have a minimum twenty-five (25) feet radius, measured to the back of the curb.
(j) All street construction shall be inspected by a representative of the Village. It shall be the responsibility of the owner to notify and obtain Village approval before placing the base course and also before placing the surface courses. Final acceptance of the street will not be made without these approvals. The developer shall provide certification that the construction meets all appropriate Village and ODOT standards, including ODOT Construction and Material Specifications Item 400 (Flexible Pavement) or Item 450 (Rigid Pavement), whichever is appropriate.
(k) The transition curb connecting a street to the circular terminus of a cul-de-sac shall have a radius of not less than one hundred (100) feet.
(l) Streets abutting the subdivision 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. (Ord. 95-35. Passed 11-20-95.)