City of Frisco Engineering Standards

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Engineering Standards Version 6/19/12 Undivided Thoroughfare Driveway Driveway 75' Min. FIGURE 2.22: Driveway Spacing on Opposite Sides of an Undivided Street Type A or B Thoroughfare Direction of Travel ROW Driveway Public Street ROW 70' Taper + 100' Storage Street Easement 100' Storage Min. 75' Min. 200' Downstream Distance Upstream Distance Driveway FIGURE 2.23: Distance Between Driveway and Intersection G. Distance between Driveway and Intersection 1. Adequate distance between cross street intersections and access driveways shall be provided to ensure intersection/driveway conflict areas are minimized. 2. Table 2.10 defines the upstream and downstream distance from an intersection as a function of thoroughfare classification. The distances required from an intersection along a Type A or B thoroughfare are shown in Figure 2.23 Section 2 – Thoroughfare Design Requirements May 2012 Page 2-38
Engineering Standards Version 6/19/12 H. Driveways Located in Right-Turn Lanes 1. A driveway located within the right-turn lane of a public street intersection shall be spaced so that its closest edge will be a minimum of seventy-five feet (75’) in advance of the ROW line of the intersecting street. See Figure 2.23. 2. If a driveway is located within the right-turn lane of a public street intersection, the storage length of the right-turn lane shall extend a minimum of one hundred feet (100’) beyond the upstream edge of the driveway (see Figure 2.23). No driveway shall be permitted within the taper area of a right-turn or deceleration lane. I. Driveway Deceleration Lanes - Deceleration lanes are required on Type A and B thoroughfares at all non-residential and multi-family driveways and shall meet the requirements of Section 2.03.D. J. Driveway Storage Lengths 1. On-site internal storage shall be provided at all non-residential and multi-family driveways for queuing of vehicles off-street, to minimize congestion, and increase safety both on the public street and within the driveway. 2. Internal storage requirements shall be based on the number of parking spaces accessible by the affected driveway. Divide the total number of parking spaces by the number of driveways and then use Table 2.11 to determine the amount of internal storage required. This calculation shall be based on the preliminary site plan for an overall development or the site plan for a specific lot, whichever produces the largest ratio of parking spaces per driveway. 3. Internal storage length shall be measured from the ROW line to the first intersecting aisle, internal driveway, or parking stall. 4. A circulation study will be required for all multi-story parking structures. Driveway storage requirements will be determined as a result of the study. TABLE 2.11: Minimum Driveway Storage Lengths Storage Required (ft) Parking Spaces per Multi-family or Commercial Driveway Uses Industrial Land Uses Non-Median Opening (1) Median Opening (2) Non-Median Opening (1) Median Opening (2) Less than 25 25 25 25 25 25-50 25 40 25 40 51-100 25 40 40 40 101-200 40 80 40 60 More than 200 100 150 40 100 1. Includes driveways that connect to one-way frontage roads. 2. Includes any driveway where a left-turn exit can be made, including driveways that connect to undivided roadways. Section 2 – Thoroughfare Design Requirements May 2012 Page 2-39
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City of Frisco Engineering Standards

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