Waterman Drive is a two-lane, undivided facility with a posted speed limit of 35 MPH and is classified as a major collector road, as defined by the 2022 VDOT Approved Functional Classification Map. From its intersection with W Market Street to its northern terminus, Waterman Drive serves approximately 3,400 vehicles per day, per 2022 VDOT ADT data. The study area limits are between West Market Street and Chicago Avenue, where on-street parking is not permitted, and the roadway is mostly a grass ditch section without curb and gutter. This segment of Waterman Drive primarily serves a commercial corridor, with businesses largely located on the eastern side of the street. There are several commercial entrances along this eastern side of Waterman with occasional curb and gutter or paved shoulder. There are large utility poles present along the east side of Waterman Drive.

College Avenue is a local, two-lane undivided facility with a posted speed limit of 25 MPH. On-street parking is permitted on both sides of the street. The segment of College Avenue from Mt. Clinton Pike to Shenandoah Street features curb and gutter on both sides and sidewalk and planting buffer on the western side; the sidewalk terminates approximately 60' north of its intersection with Shenandoah Street. Between Shenandoah Street and Greystone Street, the road features a primarily a rural grass ditch section, without sidewalks. College Avenue serves as local access for residents and the street features driveways on both sides of the street.

Greystone Street is a local, two-lane undivided facility with a posted speed limit of 25 MPH. On-street parking is permitted on both sides of the street. From College Avenue to Chicago Avenue, there is some curb and gutter present, but primarily features a rural grass ditch section. There are a mix of residential and commercial uses on Greystone Street; the roadway serves a few residential driveways, several commercial entrances, and access to other local residential streets, such as College Avenue. There are utility poles along the southern side and one short segment of sidewalk along a commercial frontage on the southern side; otherwise, the roadway does not have active transportation facilities.

A summary of the existing conditions on each of the four roadway typical sections is shown in Table 4-1.

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