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City of Frisco Engineering Standards

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<strong>Engineering</strong> <strong>Standards</strong><br />

Storage Length<br />

Length <strong>of</strong><br />

Taper<br />

Lane Width<br />

Concrete Pavers per<br />

Section 2.03.B.1.e<br />

R<br />

2<br />

R<br />

1<br />

FIGURE 2.12: Typical Left Turn Lane Dimensions<br />

3. Median Openings<br />

a. Median openings shall accommodate all turning paths and crosswalks.<br />

b. The width <strong>of</strong> mid-block median openings shall not be less than sixty feet (60’). They<br />

may be greater than sixty feet (60’) where necessary to accommodate turning paths and<br />

crosswalks subject to approval by the Director <strong>of</strong> <strong>Engineering</strong> Services.<br />

c. Median openings shall not be less than seventy feet (70’) wide at divided high capacity<br />

driveways (see Section 2.05.B.5).<br />

4. The minimum distance to the first mid-block median opening along a Type A or B<br />

thoroughfare that is immediately downstream from a Type A or B thoroughfare is shown in<br />

Figure 2.13. This distance varies from three hundred fifty feet (350’) to six hundred feet<br />

(600’), measured nose to nose, depending on the thoroughfare type and the type <strong>of</strong> mid-block<br />

opening.<br />

Section 2 – Thoroughfare Design Requirements May 2012 Page 2-22

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