(a) Streets shall be completed in accordance with the plans, profiles, specifications and cross-sections prepared for the subdivider by a registered professional engineer in accordance with the specifications for construction of streets in the Municipality, as set forth in Chapter 1022 of the Streets, Utilities and Public Services Code, and approved by the Municipal Engineer, the Zoning Inspector and the Planning Commission.
(b) Streets shall be graded, surfaced and improved to the dimensions required by Section 1228.03(f). All streets shall be graded the full width of the right-of-way. Cul-de-sac turn-arounds shall be paved to within ten feet of the right-of-way. Grading for street improvements shall not create soil slopes exceeding a vertical rise of one foot for each three feet of horizontal distance, unless otherwise approved by the Municipal Engineer and the Commission.
(c) The street surface shall be of Portland cement concrete or asphaltic concrete pavement and shall be constructed in accordance with design characteristics at least equal to the minimum requirements of the Municipality.
(d) Prior to the construction of street pavements, adequate surface and necessary subsurface facilities shall be installed by the subdivider.
(e) Provisions for storm drainage shall meet the requirements of Section 1230.08.
(f) All construction shall be completed in accordance with approved specifications and in a manner acceptable to the Municipal authorities having jurisdiction. When changes from the accepted plans and specifications become necessary during construction, written approval from the Zoning Inspector shall be secured prior to the execution of such changes.
(g) The subdivider is not required to provide a pavement width of more than twenty-five feet on each side of a centerline, or the equivalent in the case of a divided pavement.
(Ord. 9-76. Passed 9-9-76.)