TABLE 3: INTERIOR LOCAL STREET (PUBLIC OR PRIVATE) STANDARDS
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)