Major
|
Minor
|
Cul-de-sac
| ||
---|---|---|---|---|
Minimum right-of-way width
|
80 ft.
|
50 ft.
|
50 ft.
| |
Minimum pavement width
|
48 ft.
|
24 ft.
|
24 ft.
| |
Maximum grade
|
5%
|
8%
|
5%
| |
Minimum grade
|
0.5%
|
0.5%
|
0.5%
| |
Minimum radius of curves, inner street line
|
800 ft.
|
150 ft.
|
150 ft.
| |
Minimum tangent length between reverse curves
|
200 ft.
|
100 ft.
|
100 ft.
| |
Minimum grades within 100 feet of center line
intersections
|
1%
|
3%
|
3%
| |
Minimum breaking sight distance
|
400 ft.
|
200 ft.
|
200 ft.
| |
Minimum distance between center line offsets
|
400 ft.
|
250 ft.
|
250 ft.
| |
Angle at intersections of street center lines
|
90°
|
85-95°
|
85-95°
|
Absorption Time for
1 Inch of Fall
(minutes)
|
Public Water and
Septic Tank
(square feet)
|
Private Well and
Septic Tank
(square feet)
| |
---|---|---|---|
0 - 10
|
25,000
|
35,000
| |
11 - 20
|
30,000
|
40,000
| |
21 - 30
|
35,000
|
45,000
| |
31 - 40
|
40,000
|
50,000
| |
41 - 50
|
45,000
|
55,000
| |
Over 50
|
50,000
|
Not permitted
|
Absorption Time for
1 Inch of Fall
(minutes)
|
Public Water and
Septic Tank
(square feet)
|
Private Well and
Septic Tank
(square feet)
| |
---|---|---|---|
0 - 10
|
30,000
|
40,000
| |
11 - 20
|
35,000
|
45,000
| |
21 - 30
|
40,000
|
50,000
| |
31 - 40
|
45,000
|
55,000
| |
Over 40
|
50,000
|
Not permitted
|
Absorption Time for
1 Inch of Fall
(minutes)
|
Public Water and
Septic Tank
(square feet)
|
Private Well and
Septic Tank
(square feet)
| |
---|---|---|---|
0 - 10
|
35,000
|
45,000
| |
11 - 20
|
40,000
|
50,000
| |
21 - 30
|
45,000
|
55,000
| |
31 - 40
|
50,000
|
60,000
| |
Over 40
|
55,000
|
Not permitted
|