Figure 3 Street Curve and Design Data
Street Class |
Improved Surface |
R-O-W |
Radius |
Length |
Reverse Curb Tangent* |
Intersection Tangent** |
Minimum Corner Radius |
Maximum Grade |
Minimum Sight Distance |
I |
60 feet |
76 feet |
1,400 feet |
500 feet |
500 feet |
475 feet |
30 feet |
770 feet |
|
II |
48 feet |
64 feet |
800 feet |
300 feet |
200 feet |
300 feet |
25 feet |
7% |
560 feet |
III |
40 feet |
60 feet |
800 feet |
300 feet |
200 feet |
300 feet |
25 feet |
7% |
560 feet |
IV |
24 feet |
40 feet |
800 feet |
300 feet |
200 feet |
300 feet |
25 feet |
7% |
560 feet |
V |
24 feet |
40 feet |
300 feet |
100 feet |
0 feet |
200 feet |
25 feet |
10% |
420 feet |
VI |
22 feet |
40 feet |
800 feet |
300 feet |
200 feet |
300 feet |
25 feet |
7% |
560 feet |
VII |
18 feet |
40 feet |
300 feet |
100 feet |
0 feet |
200 feet |
25 feet |
10% |
420 feet |
VIII |
20 feet |
40 feet |
300 feet |
100 feet |
0 feet |
200 feet |
25 feet |
12% |
350 feet |
*Minimum length of tangent between curves in opposite directions (reverse curves). Reverse curves without tangent sections between curves are not permitted, except on local streets.
**Minimum length of tangent at intersections is measured from the Right-Of Way line of the intersecting street. Tangents approaching an intersection may vary in length with increased design speed.
***As determined by the Town Engineer.
Figure 4 ROADWAY STANDARDS FOR MINOR SUBDIVISIONS
Figure 5 SIGNATURE BLOCKS FOR MYLARS