(A) Streets (and alleys where provided) shall be completed to grades shown on plans, profiles, and cross sections, provided by the subdivider, and prepared by a registered professional engineer and approved by the Plan Commission.
(B) The streets shall be graded, surfaced, and improved to the dimensions required by such plans, profiles, and cross sections and the work shall be performed in the manner prescribed in “Standard Specifications for Road and Bridge Construction and Maintenance” (current issue) of the State Highway Commission. References in the following divisions refer to the S.H.C. of I. Standard Specifications.
(C) The street pavement shall be of portland cement concrete or a flexible pavement and shall be constructed in accordance with design characteristics at least equal to those given below; except as modified by division (D) of this section:
(1) Design characteristics of street and alley pavements.
Kind of Pavement and Thickness | Primary | Secondary | Feeder | Alley |
(Inches) | ||||
Portland cement concrete Uniform Thickness | Eight | Seven | Six | Six |
(2) Material types as set out in State Highway Commission specifications. Feeder street design to be used on local streets serving industrial or commercial developments.
(D) Where primary and secondary streets are located within the subdivision as specified in § 153.02, the subdivider shall construct such street pavement in accordance with the requirements for feeder streets set forth in division (C) of this section. For the purpose of constructing primary, and secondary street pavements according to the design characteristics set forth in division (C) of this section, the Town Council is authorized to use funds available for such purposes to participate with the subdivider in the cost of such construction; provided, however, that such participation shall be limited to that cost which is additional to the cost of constructing the required feeder street improvement.
(E) Prior to placing the street and alley surfaces, adequate subsurface drainage for the street shall be provided by the subdivider. Subsurface drainage pipe, when required, shall be coated corrugated pipe or a similar type not less than 12 inches in diameter approved by the Plan Commission. Upon the completion of the street and alley improvements, plans and profiles as built shall be filed with the Plan Commission. Surface drainage must be provided for the subdivision by the subdivider in a manner that will not be harmful to adjacent land uses. The subdivider, not the town, will be responsible for correcting initial drainage problems to the subdivision and adjacent lands.
(Ord. passed 3-9-70) Penalty, see § 10.99