The following table shall be used as a guideline for determining right-of-way and pavement widths. The City Engineer may make adjustments based upon traffic analysis and the criteria for modifications set forth in Section 1135.07. The average daily traffic shall be used to determine street designation.
TERRAIN CLASSIFICATION | |||
Design Standard | LEVEL | ROLLING | HILLY |
TERRAIN CLASSIFICATION | |||
Design Standard | LEVEL | ROLLING | HILLY |
Minimum Right-of-Way Width (ft) | 60 | 60 | 60 |
Minimum Pavement Width (ft) | 30 | 30 | 30 |
Minimum Sidewalk Width (ft) | 5 | 5 | 5 |
Minimum Stopping Sight Distance (ft) | 200 | 150 | 110 |
Maximum Grade % | 4 | 8 | 15 |
Maximum Cul-De-Sac Length | 500 | 500 | 500 |
Minimum Cul-De-Sac Radius (ROW) | 50 | 50 | 50 |
Minimum Cul-De-Sac Radius (pavement) | 40 | 40 | 40 |
Minimum Center Line Radius of Streets with an angle of turn of: | |||
(1) Between 80° and 100° (ft.) | 50 | 50 | 50 |
(2) Less than 80° or more than 10° (ft.) | 200 | 200 | 150 |
(Ord. 16-19. Passed 9-16-19.)