A. Corner Clearance: There shall be a minimum spacing between the nearest edge of pavement of an access connection and the nearest edge of pavement of local, collector, or principal and minor arterial streets, as provided in table 11-15-9, "Corner Clearance", of this section. In certain circumstances, such as, but not limited to, intersection approaches with left or right turn bays greater than one hundred feet (100') in length, the city may require additional clearance lengths.
Posted Speed Limit (mph) | Arterial Street | Collector Street | ||||
(A) Upstream From Intersection (Feet) | (B) Downstrea m From Intersection (Feet) | (A) Upstream From Intersection (Feet) | (B) Downstrea m From Intersection (Feet) | (C) Approach On Local (Feet) | (D) Departure On Local (Feet) | |
Posted Speed Limit (mph) | Arterial Street | Collector Street | ||||
(A) Upstream From Intersection (Feet) | (B) Downstrea m From Intersection (Feet) | (A) Upstream From Intersection (Feet) | (B) Downstrea m From Intersection (Feet) | (C) Approach On Local (Feet) | (D) Departure On Local (Feet) | |
30 | 305 | 245 | 205 | 245 | 100 | 120 |
35 | 365 | 280 | 265 | 260 | ||
40 | 440 | 305 | 340 | 285 | ||
45 | 520 | 380 | 420 | 340 | ||
50 | 605 | 425 | 505 | 380 | ||
55 | 700 | 480 | 600 | 420 | ||
60 | 805 | 540 | 705 | 470 | ||
Notes:
1. Refer to figure 11-15-9, "Corner Clearance Spacing", of this section for the lettered dimensions.
Source: Transportation research board (TRB) "Access Management Manual", copyright 2003.
Note: Refer to table 11-15-9, "Corner Clearance", of this section for the lettered dimensions.
(Ord. 6124, 6-28-2010)