When there is an angle of deflection of more than two degrees between two centerline tangent sections of a street, a curve of adequate radius shall connect. Between reverse curves, a minimum tangent of 100 feet shall be introduced.
(Ord. 2019-14. Passed 10-14-19.)
TABLE 1 STREET DESIGN STANDARDS FOR CUL-DE-SACS AND LOCAL STREETS |
Right-of-Way (ft) 60 |
Pavement Width (ft)* 29 |
Sidewalk Width (ft) 5 |
Minimum Stopping Sight Distance (ft) - Shall be in accordance with ODOT’s Location and Design Manual, current edition. |
Minimum Grade .4% |
Maximum Grade 7% |
Maximum Cul-de-Sac Length 500 |
Minimum Cul-de-Sac Radius (ROW) 60 |
Minimum Cul-de-Sac Radius (Pavement) 45 |
Minimum Centerline Radius of Streets with an Angle of Turn of: |
1. Between 80 and 100 100 |
2. Less than 80 or more than 100 200 |
NOTE: Waivers to the standards contained in this table are permitted under certain conditions based on planned development density and upon the recommendation of the Village Engineer. |
*Pavement width is inclusive of curbs or combination curbs and gutters |
TABLE 2 COLLECTOR STREET DESIGN STANDARDS |
Right-of-Way (ft) 80 |
Pavement Width (ft)* 42 |
Sidewalk Width (ft) 5 |
Minimum Stopping Sight Distance (ft) - Shall be in accordance with ODOT’s Location and Design Manual, current edition. |
Minimum Grade .4% |
Maximum Grade 7% |
Minimum Spacing when intersecting with an Arterial (ft) 1320 |
Minimum Centerline Radius 350 |
NOTE: Waivers to the standards contained in this table are permitted under certain conditions based on planned development density and upon the recommendation of the Village Engineer. * Pavement widths are exclusive of curbs or combination curbs and gutters, and may be reduced to 28 feet upon the recommendation of the City Engineer based on Development Density. |
(Ord. 2019-4. Passed 10-14-19.)