10 IMPROVEMENTS REQUIRED WITH DEVELOPMENT
Arterial/State | Major Collector | Minor Collector | Local Street | |
|---|---|---|---|---|
Number of Vehicle Lanes | 3 | 2 | 2 | 2 |
Lane Width | 12 | 12' | 12' | 8' |
Note: On freight routes, lanes should be 14' wide or include a 2' striped buffer between the travel lane and the bicycle lane. | ||||
Center Turn Lane Width | 14' | N/A | N/A | N/A |
Landscape Buffer Width | 5' | 5' | 5' | 4' |
Shoulder, Bike Lane, and/or On-Street Parking Width | 6' Bike Lane | 6' Bike Lane | 6' Bike Lane | 8' On-Street Parking |
Note: Provide a buffer between the travel lane and bike lane whenever possible. | Note: Replace the bicycle lane with 8' parking lane when adjacent to residential properties with primary access to the Major Collector. Consider curb bulb-outs at intersection corners with on-street parking areas to improve pedestrian visibility, and reduce roadway crossing widths. | Note: Exceptions are allowed to replace the bicycle lane with 8' on-street parking lane when adjacent to residential properties with primary access to Minor Collector | Note: The removal of the on-street parking lanes is allowed in industrial zones to accommodate two 16-foot travel lanes for heavy vehicles. | |
Shoulder Surface | Paved | Paved | Paved | Paved |
Pavement Width | 50' | 36' | 36' | 32' |
Minimum Sidewalk Width | 5' | 5' | 5' | 5' |
Note: 6' on State highways. | Note: Consider curb bulb-outs at intersection corners where on-street parking to improve pedestrian visibility, and reduce roadway crossing widths. | Note: Consider curb bulb-outs at intersection corners to define parking areas, improve pedestrian visibility, and reduce roadway crossing widths, except in industrial areas. | ||
Surface Type | Paved | Paved | Paved | Paved |
Minimum ROW Width | 90' | 60' | 60' | 50' |
Additional Notes | Provide on-street parking on the West side of 6th Street. | All major collectors, except for Webber Street and River Road are identified as Residential Network Streets and have specified cross-sectional standards. | ||
Roadways that may require deviation from this standard are limited to US 30 and 2nd and 3rd Streets within the downtown couplet. | Widening for turn lanes at major intersections with other collector and arterial facilities should have a minimum of 12' lane width. |
Note: All streets in this matrix will be striped. |
If the final inspection proves satisfactory, the City Engineer will formally recommend acceptance of construction. If not, the City Engineer will prepare a "punch list" for the contractor detailing additional work required prior to final acceptance and will re-inspect the project following the contractor's certification that he or she has completed the work required by the "punch list." Upon final acceptance, the City will assume ownership and accept operation and maintenance responsibilities for the public improvements. |
Recommended Lighting Levels, in Foot-Candles | |||
|---|---|---|---|
Commercial | Industrial | Residential | |
Arterial Street | 2.0 | 1.4 | 1.0 |
Major Collector Street | 1.2 | 0.9 | 0.6 |
Minor Collector Street | 0.9 | 0.6 | 0.4 |
Local Street | 0.6 | See note below. | See note below. |
Pedestrian Ways | 1.0 | 1.0 | 0.5 |
NOTE: The City will only require the developer to light intersections in industrial and residential areas. Illuminate to a minimum of 0.4 foot-candles at 135 feet each way from the intersection centerline. The developer may choose to provide additional lighting; however, the City will not accept responsibility for the power bills for such extra lights. |
10 IMPROVEMENTS REQUIRED WITH DEVELOPMENT
Arterial/State | Major Collector | Minor Collector | Local Street | |
|---|---|---|---|---|
Number of Vehicle Lanes | 3 | 2 | 2 | 2 |
Lane Width | 12 | 12' | 12' | 8' |
Note: On freight routes, lanes should be 14' wide or include a 2' striped buffer between the travel lane and the bicycle lane. | ||||
Center Turn Lane Width | 14' | N/A | N/A | N/A |
Landscape Buffer Width | 5' | 5' | 5' | 4' |
Shoulder, Bike Lane, and/or On-Street Parking Width | 6' Bike Lane | 6' Bike Lane | 6' Bike Lane | 8' On-Street Parking |
Note: Provide a buffer between the travel lane and bike lane whenever possible. | Note: Replace the bicycle lane with 8' parking lane when adjacent to residential properties with primary access to the Major Collector. Consider curb bulb-outs at intersection corners with on-street parking areas to improve pedestrian visibility, and reduce roadway crossing widths. | Note: Exceptions are allowed to replace the bicycle lane with 8' on-street parking lane when adjacent to residential properties with primary access to Minor Collector | Note: The removal of the on-street parking lanes is allowed in industrial zones to accommodate two 16-foot travel lanes for heavy vehicles. | |
Shoulder Surface | Paved | Paved | Paved | Paved |
Pavement Width | 50' | 36' | 36' | 32' |
Minimum Sidewalk Width | 5' | 5' | 5' | 5' |
Note: 6' on State highways. | Note: Consider curb bulb-outs at intersection corners where on-street parking to improve pedestrian visibility, and reduce roadway crossing widths. | Note: Consider curb bulb-outs at intersection corners to define parking areas, improve pedestrian visibility, and reduce roadway crossing widths, except in industrial areas. | ||
Surface Type | Paved | Paved | Paved | Paved |
Minimum ROW Width | 90' | 60' | 60' | 50' |
Additional Notes | Provide on-street parking on the West side of 6th Street. | All major collectors, except for Webber Street and River Road are identified as Residential Network Streets and have specified cross-sectional standards. | ||
Roadways that may require deviation from this standard are limited to US 30 and 2nd and 3rd Streets within the downtown couplet. | Widening for turn lanes at major intersections with other collector and arterial facilities should have a minimum of 12' lane width. |
Note: All streets in this matrix will be striped. |
If the final inspection proves satisfactory, the City Engineer will formally recommend acceptance of construction. If not, the City Engineer will prepare a "punch list" for the contractor detailing additional work required prior to final acceptance and will re-inspect the project following the contractor's certification that he or she has completed the work required by the "punch list." Upon final acceptance, the City will assume ownership and accept operation and maintenance responsibilities for the public improvements. |
Recommended Lighting Levels, in Foot-Candles | |||
|---|---|---|---|
Commercial | Industrial | Residential | |
Arterial Street | 2.0 | 1.4 | 1.0 |
Major Collector Street | 1.2 | 0.9 | 0.6 |
Minor Collector Street | 0.9 | 0.6 | 0.4 |
Local Street | 0.6 | See note below. | See note below. |
Pedestrian Ways | 1.0 | 1.0 | 0.5 |
NOTE: The City will only require the developer to light intersections in industrial and residential areas. Illuminate to a minimum of 0.4 foot-candles at 135 feet each way from the intersection centerline. The developer may choose to provide additional lighting; however, the City will not accept responsibility for the power bills for such extra lights. |