City of Frisco Engineering Standards

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