City of Frisco Engineering Standards

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Engineering Standards Version 6/19/12 G. Residential Frontage 1. Residential lots shall not front onto a Type A, B, or C thoroughfare or a residential collector unless parallel access roads are provided. The minimum distance between adjacent curbs of the thoroughfare and the access road shall be twenty feet (20’). Access road ROW shall be in addition to the thoroughfare ROW and access roads shall not connect to the adjacent thoroughfare. 2. Residential lots shall not front onto a Type D, E, F, or G thoroughfare within one hundred feet (100’) of the ROW line of the nearest Type A or B thoroughfare. 3. Residential lots shall not front onto any portion of a Type D, E, F, or G thoroughfare that is part of a residential collector, which is a street that connects to a Type A or B thoroughfare and extends into a neighborhood for more than six hundred feet (600’) without changing direction (see Section 2.02.I.5). 4. Residential lots shall not front onto a roundabout. Residential lots adjacent to roundabouts shall be oriented so that their houses do not face the roundabout and their driveways do not intersect with the roundabout or along any section of street with a splitter island. H. Partial Streets 1. Longitudinal partial dedications of Type A and B thoroughfares shall be permitted when only one side of a future thoroughfare is being developed. In such a case, one-half of the total right-of-way shall be dedicated and a minimum of twenty four feet (24’) of pavement, faceto-face, shall be constructed. 2. Longitudinal partial dedications of Type C, D, E, F, or G thoroughfares shall be prohibited, except when essential to the reasonable development of a property in conforming with the requirements of the Subdivision Ordinance, and where the Planning & Zoning Commission finds that it will be practical to require the dedication of the other portion of the street when the adjoining property is developed. Whenever a partial street exists along a common property line, the other portion of the street shall be dedicated when the adjoining property is subdivided or developed. Where a partial street is being dedicated along a common property line and the ultimate planned ROW width is sixty feet (60’), the first ROW dedication will be thirty-five feet (35’). a. The developer shall construct a minimum of twenty four feet (24’) of pavement, face-toface, for all Type C or D thoroughfares that are partial streets at the time of development. b. The developer shall construct the full width of pavement face-to-face for all Type E, F, or G thoroughfares that are partial street dedications at the time of development. I. Street Lengths 1. Type A, B, and C thoroughfares have no street length restrictions. Residential streets (Type D, E, F, and G thoroughfares in a single-family, duplex, or townhome neighborhood) shall have street length restrictions to discourage speeding and cut-through traffic. 2. A residential street that intersects with a Type A or Type B thoroughfare and has residential lots fronting any portion of the street shall not exceed a maximum length of six hundred feet Section 2 – Thoroughfare Design Requirements May 2012 Page 2-16
Engineering Standards Version 6/19/12 (600’) measured from the Type A or Type B thoroughfare ROW line. Such an entrance street shall be a minimum of thirty feet (30’) wide, face to face, or be divided according to Section 2.03.B.7. On each side of the entrance street, at least one cross street shall have a minimum width of thirty feet (30’), face to face, between the entrance street and the first intersection that provides access deeper into the subdivision. See Figure 2.7 for an example. 30' Street Entrance Street 30' Street 30' Street Type A or B Thoroughfare FIGURE 2.7: Example of 30’ Entrance Street Requirements 3. Residential streets that do not intersect with a Type A or Type B thoroughfare shall not exceed one thousand two hundred feet (1,200’) in length before changing direction. A change in direction occurs when one of the following elements is used: a. A horizontal curve radius of three hundred fifty feet (350’) for a Type D thoroughfare or of two hundred fifty feet (250’) for a Type E, F, or G thoroughfare that changes the course of the street between ninety (90°) and one hundred twenty degrees (120°) (see Figure 2.8). A tangent that is a minimum of one hundred feet (100’) long shall be provided between reverse curves. b. A street offset using two elbow intersections, each between ninety (90°) and one hundred twenty degrees (120°). The minimum distance between reverse elbows shall be one hundred fifty feet (150’). See Figure 2.9. Section 2 – Thoroughfare Design Requirements May 2012 Page 2-17
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City of Frisco Engineering Standards

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