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2. Location <br />The centerline of a proposed street shall be positioned on the center of the pavement <br />width. <br />3. Radii <br />For all local residential streets, the minimum centerline radius is 100 feet. This standard <br />is set to keep the design speed consistent, as well as to provide safety. Exceptions may be <br />allowed for access lanes and low volume streets in the following situations: <br />1. To facilitate traffic calming, <br />2. To connect the proposed street to other developments, <br />3. To protect natural resources, <br />4. When there are no alternate property configuration designs available (long or <br />odd -shaped parcels) which would maximize development area by increasing lot <br />frontage or achieving density goals. <br />For a centerline radius shorter, than 100 feet, traffic calming features such as signing, <br />striping, and traffic markers may be required. Parking on curves with less than 100 -foot <br />centerline radius is prohibited. <br />E. Crosswalks <br />Crosswalk markings indicate to pedestrians the appropriate routes across traffic, <br />facilitate crossing by the visually impaired, and remind drivers of potential conflicts <br />with pedestrians. Locating crosswalks shall be as follows (see Section 2.07 Traffic <br />Control Devices and Standard Drawings for marking details): <br />1. Crosswalks at signalized intersections shall be marked. <br />2. Crosswalks at un -signalized intersections may be marked under the following <br />conditions: <br />a. At complex intersections to orient pedestrians. <br />b. At offset intersections to show pedestrians the shortest route across traffic <br />with the least exposure to vehicular traffic and traffic conflicts. <br />c. At intersections with visibility constraints to position pedestrians where they <br />can best be seen by on -coming traffic. <br />d. At pedestrian crossing islands. <br />3. Crosswalks on designated school routes shall be the "Continental" type. In <br />Public Improvement Design Standards Manual, 2016 Page 2-18 <br />