| TYPICAL DEVELOPMENT STANDARDS FOR STREETS | ||||||||||||
| Streets | R/W | Sidewalks | Bike Lanes | Curb/ Gutter |
Pavement Width |
Total Width | Parking | VPD | Traffic
Calming/ Control |
Speed | Typical Section | |
| Residendial/ Local |
60 ft. | 5 ft., one side |
n/a | 2 ft. | 23 ft. | 27 ft. | Yes | desirable, <1000; but may reach up to 3000 | Speed Humps Traffic Circles |
30 mph | 9" Fly Ash
treated base 8" Asphalt 6" Concrete |
|
| Collector | 80 ft. | 5 ft., both sides |
As
designated/ on Bike Facilities Plan, 4 ft. wide. |
2 ft. | 27 ft. or 32 ft. | 31 ft.
--------- 36 ft. with bike lanes----------- |
One side if a
problem is identified No parking |
3000-5000 | Speed
cushion. Roundabout. Signal. |
30-45 mph | 9" Fly Ash
treated base 10" Asphalt 8" Concrete |
|
| Arterial | 100 ft.
minimum. Maximum depends on potential ultimate need. |
6 ft.both sides
or substitute 10 ft. rec path one side |
No | 2 ft. | 12 ft. driving lanes | Varies with traffic volume. |
No | >5000 | Signal | 30-45 mph | 9"
Fly Ash treated base 10"+ Asphalt 10"+ Concrete Design based on volume, type of traffic, & soil condition. |
|