(A) All streets shall be properly integrated with the existing and proposed street system indicated on the village’s Official Map and Land Use and Major Streets Plan, and shall meet the specifications set forth in tabular form below.
(B) When a development street plan includes connectivity to an existing adjacent subdivision or collector street the connection shall be made as part of the first phase.
Street Design Specifications | |||||
Street Type | Permitted On-Street Parking | Required R.O.W. Width | Required Pavement Width | Grade | |
Min. | Max. | ||||
Local | Both sides | 50 feet | 32 feet | 0.5% | 10% |
Local collector | Both sides | 60 feet | 36 feet | 0.5% | 8% |
Collector | Both sides | 60 feet | 40 feet | 0.5% | 8% |
None | 60 feet | 36 feet | 0.5% | 8% | |
Notes to table: | |
a | Measure from back-to-back of curbs. All pavements shall be centered in the required R.O.W. For any subdivision and or development that projects a trip count of 190 per day or more as determined by using the latest Trip Generation Manual, published by the Institute of Traffic Engineers, a minimum of two access streets shall be provided. Whenever a subdivision and/or development exceeds 479 trip counts per day as determined by the use of the above reference manual, it shall be required to have more than one entrance into the development which connects to a local collector, collector or arterial street as defined by this Code. |