The arrangement, classification, character, extent, width, grade and location of all public and private streets shall conform to the major street and highway plan, the official street construction standards and the official street construction specifications of the city and shall be designed in accordance with the following provisions:
(1) The subdivider shall be required to dedicate appropriate right-of-way for major arterial streets required within or abutting said subdivision in accordance with the street and highway plan. The right-of-way required for major arterial streets shall be from eighty (80) feet to one hundred twenty (120) feet in width as may be required. The pavement width of arterial streets shall be forty-four (44) feet to one hundred (100) feet from face to face of curb including channelization and storage lanes as may be appropriate.
(2) The subdivider shall be required to dedicate appropriate right-of-way for minor arterial streets required within or abutting said subdivision in accordance with the street and highway plan. The right-of-way required for arterial streets shall be from sixty (60) feet to ninety (90) feet in width as may be required. The pavement width of arterial streets shall be thirty-six (36) feet to sixty (60) feet from face to face of curb including channelization and storage lanes as may be appropriate.
(3) Industrial streets, as required, shall be constructed by the subdivider. The right-ofway required for industrial streets shall be a minimum of seventy (70) feet in width. The pavement width of industrial streets shall be a minimum of forty (40) feet from face to face of curb. The city will pay the difference in pipe size costs when a larger storm sewer pipe than adequate for a particular subdivision is required by the city.
(4) Collector streets and minor collector streets shall be constructed in new subdivisions by the subdivider. A street serving more than sixty-four (64), but less than four hundred fifty (450) dwelling units, shall be a minor collector street with a right-ofway of no less than sixty (60) feet and a thirty-six-foot face of curb to face of curb pavement. A street serving more than four hundred fifty (450) dwelling units shall provide access to an arterial as a collector street with a minimum right-of-way of sixty-five (65) feet and a pavement of forty-five (45) feet face of curb to face of curb. Collector streets should not be developed with direct driveway access or parking. The city will pay the increase in cost when a larger storm sewer pipe than adequate for a particular subdivision is required by the city. The increase in cost for a larger pipe will be calculated by determining the increase in pipe cost and multiplying by two (2).
(5) Residential streets shall be constructed in new subdivisions by the subdivider. The right-of-way required for residential streets shall be fifty (50) feet in width. Pavement width shall be twenty-six (26) feet from face to face of curb. A single outlet residential street shall serve no more than thirty-two dwelling units. A double outlet residential street, such as a loop configuration, shall serve no more than sixty-four (64) dwelling units. The city will pay the increase in cost when a larger storm sewer pipe than adequate for a particular subdivision is required by the city. Increase in cost for a larger pipe will be calculated by determining the increase in pipe cost and multiplying by two (2). Roll-type curbs are allowed.
(6) Minor residential streets shall be constructed in new subdivisions by the subdivider. The right-of-way required for minor residential streets shall be forty (40) feet in width. Pavement width shall be twenty (20) feet from face to face of curb. Minor residential streets are either cul-de-sac streets servicing less than fifteen (15) dwelling units or one-way loop streets with no on-street parking that service less than twenty (20) dwelling units. The city will pay the increase in cost when a larger storm sewer pipe than adequate for a particular subdivision is required by the city. Increase in cost for a larger pipe will be calculated by determining the increase in pipe cost and multiplying by two (2). Roll-type curbs are allowed.
(7) Offsets in street alignment shall be avoided. When a subdivision street is intersected by two (2) other subdivision streets, the intersecting streets should form a four-leg intersection or two (2) three-leg intersections offset at their centers by at least one hundred fifty (150) feet. In the case of two (2) collector or arterial street intersections, a larger street offset may be required to allow for left turn storage between intersections. Intersections of five (5) or more approaches shall be avoided. The preferred angle of intersection of intersection streets is ninety (90) degrees. Acute angles between streets in subdivisions at their intersection shall be avoided; provided, that when intersecting angles sharper than eighty (80) degrees are deemed necessary by the city, the property line in the small angle of the intersection shall be rounded, or otherwise located, so as to permit the construction of curbs having a radius of not less than twenty-five (25) feet without decreasing the normal width of the sidewalk area.
(8) (A) A cul-de-sac shall be no more than eight hundred (800) feet long, unless topography, density, adequate circulation, or other unusual conditions necessitate a greater length, and shall terminate at a circle with a minimum right-of-way radius of fifty (50) feet and a pavement radius of thirty-three (33) feet back to back of curb.
(B) When the planning commission determines that there is a reasonable expectation that a dead-end street will be extended within two (2) years, construction of a temporary cul-de-sac may be approved. The planning commission may waive temporary cul-de-sac requirements for dead-end streets when the street is less than two hundred (200) feet in length. The portion of the temporary cul-de-sac which will serve as an extension of the street shall be constructed in accordance with the city standards and that additional portion of the temporary cul-de-sac shall be in accordance with the city standards for a permanent cul-de-sac or a cement stabilized base with an asphaltic concrete surface. The pavement radius shall be twenty-five (25) feet within a fifty-foot right-of-way (in fee or easement). No parking shall be allowed on a street terminating with a temporary cul-de-sac. No curb shall be required on a temporary cul-de-sac.
(C) If the street extension is not under construction within two (2) years of the date of city acceptance of the dead-end street on which a temporary cul-de-sac was permitted, then the developer shall construct a permanent cul-de-sac in accordance with city standards within six (6) months of the end of the two-year period.
(D) When the street is extended, the developer shall remove the temporary portion of the cul-de-sac and install curbs and other improvements necessary to conform with city standards. Driveways shall be extended from the existing driveways to connect to the street after the extension.
(9) Where a residential subdivision borders on or contains an existing or proposed arterial street, the planning commission shall require that access to such streets be limited by:
(A) The subdivision of lots so as to back into the primary arterial and front onto a parallel local street with a non-access reservation strip along the rear property line to prevent access from the arterial;
(B) Providing a series of cul-de-sacs, U-shaped local streets, or short loops entered from and designed generally at right angles to a parallel street, with the rear lot lines of their terminal lots backing into the arterial street.
(10) Residential and minor residential streets should be designed so that at least eighty (80) percent of the buildings in the subdivision can be oriented on streets parallel to nine (9) degrees south of west, with a possible variation to six (6) degrees north of west, or to twenty-five (25) degrees south of west. Exceptions to this required orientation may be granted when it is shown that strict compliance is infeasible due to the size, configuration, or orientation of the property, the nature of surrounding development, circulation patterns, improved design or existing physical features of the site.
(11) Rural streets may be provided in neighborhoods zoned Agricultural-Residential (A-R) or outside the city limits, but within our extraterritorial jurisdiction with lots conforming to the A-R District. A single outlet rural street shall serve no more than twenty-four (24) dwelling units and may be eight hundred (800) feet long as a cul-desac. A rural street shall have a sixty-foot right-of-way with a twenty (20) foot concrete pavement. Curbs are not required and open roadside ditches may be used for drainage. No parking shall be allowed along a rural street right-of-way. Streetlights shall be at each street intersection, but may be spaced at an average of six hundred (600) feet between intersections.
(12) For subdivisions located within the planning area, as defined herein, street design, construction and acceptance shall be in accordance with the standards set forth in the Jefferson County Subdivision and Development Regulations and approved by the county engineer. Curbs are not required and open roadside ditches may be used for drainage.
(Ordinance 83-95, sec. 2, adopted 9/13/83; Ordinance 84-167, sec. 1, adopted 12/18/84; Ordinance 91-83, sec. 2, adopted 10/8/91; 1978 Code, sec. 24-13; Ordinance 16-006, sec. 2, adopted 2/2/16)