1114.11 STREET DIMENSIONAL SCHEDULE.
(a) General - See Engineering Standards for Infrastructure Construction.
(b) Design Traffic Flow and Level of Service. The geometric design of each roadway facility shall allow efficient movement of both the average daily traffic volume and the design hourly volume of the proposed subdivision.
The design traffic flow shall be the peak hourly volume projected 20 years from full subdivision build-out or completion.
The minimum level of service permitted on any roadway facility shall be subsection (c) hereof.
Design traffic flows shall be determined using the current edition at the time of plan submittal of Trip Generation, by the Institute of Transportation Engineers. Selected trip generation rates have been reproduced by permission of the Institute of Transportation Engineers.
The capacity and level of service of each roadway facility shall be calculated using the methods specified by the current edition, at the time of plan submittal, of the Transportation Research Board's Highway Capacity Manual.
All traffic flow, capacity, level of service, and related calculations shall be provided by the developer to the Public Works Director for review. The Public Works Director may waive the requirements of this section, in writing, based on the scope and nature of the proposed subdivision.
(c) Design Speed. The design speed for each road in the proposed subdivision as classified by ODOT and the Ohio Revised Code.
Roadway Classification | Design Speed (MPH) |
Residential | 25 |
Collector | 35 |
(d) Design Stopping Sight Distance. All roads shall meet or exceed the design stopping sight distance requirements shown below.
Design Speed (MPH) | Design Stopping Sight Distance (Feet) |
25 | 155 |
35 | 250 |
(Ord. 2011-008. Passed 3-15-11.)