District/ Density | R/W Width (1) | Surface Material (2) | Design Speed, Sight Distance, Centerline Radius | Maximum Grade | Surface Width | Shoulder Width and Material | Curb and Gutter | Side- walks | Lights
|
District/ Density | R/W Width (1) | Surface Material (2) | Design Speed, Sight Distance, Centerline Radius | Maximum Grade | Surface Width | Shoulder Width and Material | Curb and Gutter | Side- walks | Lights
|
AG/ 10 or less 11 or more | 50 ft. | Gravel Asph/Conc | (3) | 12% | 16 ft. | 2 ft. Earth 2 ft. Gravel | No | No | No |
R-1/ 10 or less 11 or more | 50 ft. | Gravel Asph/Conc | (3) | 12% | 20 ft. | 2 ft. Earth 2 ft. Gravel | No | No | No |
R-2/ 10 or less 11 or more | 50 ft. | Gravel Asph/Conc | (3) | 12% | 22 ft. | 2 ft. Earth 2 ft. Gravel | No | No | No |
R-3 | 50 ft. | Asph/Conc | (3) | 12% | 24 ft. | 2 ft. Chip and Seal | No | No | No |
R-4 | 50 ft. | Asph/Conc | (3) | 12% | 24 ft. | 2 ft. Chip and Seal | No | No | No |
R-5 | 50 ft. | Asph/Conc | (3) | 8% | 24 ft. | 0 ft. | Yes | Yes | No |
R-6 | 60 ft. | Asph/Conc | (3) | 8% | 36 ft. | 0 ft. | Yes | Yes | No |
D-1 | 50 ft. | Asph/Conc | (3) | 8% | 24 ft. | 0 ft. | Yes | Yes | No |
D-2 | 50 ft. | Asph/Conc | (3) | 8% | 24 ft. | 0 ft. | Yes | Yes | Yes |
A-8 | 60 ft. | Asph/Conc | (3) | 8% | 36 ft. | 0 ft. | Yes | Yes | Yes |
A-16 | 60 ft. | Asph/Conc | (3) | 8% | 36 ft. | 0 ft. | Yes | Yes | Yes |
MD | 50 ft. | Asph/Conc | (3) | 8% | (4) | 0 ft. | Yes | Yes | Yes |
NOTES: (1) Additional right-of-way may be required at subdivision entrances where required to provide adequate stacking and turn lanes. (2) See Appendix B, Figure 2, Typical Street Sections for construction cross-sections. (3) [illegible - cut off] Site Distance Centerline Radius and related standards shall be equal to or greater than current AASHTO Standards. (4) [missing text] | |||||||||
(Ord. 1999-2 Table 4.3, passed 2-9-1999)