(a) General Curb and Gutter Requirements. In all Subdivisions, Certified Survey Maps, and Condominiums located in urban areas, as defined in Section 14-1-10, the Village Board shall require the Subdivider or Condominium Developer (as applicable) to construct concrete curb and gutter in accordance with plans as approved by the Village Engineer.
(b) Curb and Gutter; Drainage Facilities.
(1) After the installation of all utility and stormwater drainage improvements, the Subdivider/Developer shall be required to construct concrete curbs and gutters or, if approved by the Village of Edgar, a system of ditches and culverts. The Subdivider/Developer shall install concrete curb and gutter along both sides of all streets and boulevards shown on the plat, except where the Village Board has authorized the use of ditches. The cost of the curb and gutter required inspection, supervision and engineering fees shall be paid for by the Subdivider/Developer. Wherever possible, provision shall be made at the time of construction for driveway access curb cuts.
(2) Suitable concrete curb and gutter shall be constructed along the outside edge of all street pavements. Curb and gutter in residential areas shall have a six (6) inch barrier curb with a twenty-four (24) inch flag, except at driveway aprons where depressed curb shall be constructed. Depressed curb ramps shall be constructed at all handicap ramps for sidewalks and at all bikeways. Said curbs and gutters shall be constructed of concrete, 3500 PSI strength at seven (7) days, and contain three (3) continuous one-half (1/2) inch diameter deformed steel reinforcing rods ten (10) feet long, six (6) inches on center in the gutter flag at locations crossing underground utility excava- tions or where otherwise directed by the Village Engineer. Expansion joints three quarter (3/4) inch thick shall be placed in the curb at each starting and ending of a radius, three (3) feet at each side of inlets, and at intervals not exceeding two hundred fifty (250) feet and where otherwise directed by the Village Engineer. Tie bars shall be provided where curb and gutter is adjacent to rigid pavements.
(3) Contraction joints shall be tooled, saw cut, or formed by insertion of a metal plate in the concrete at intervals not exceeding twelve (12) feet.
(c) Driveway Access Curb Cuts. Wherever possible, provision shall be made at the time of construction for driveway access curb cuts.
(d) Curb Ramps. Curb ramps shall be installed in accordance with the "Americans with Disabilities Act" and Section 66.0909, Wis. Stats., and as approved by the Village Engineer.