Site circulation, road construction and traffic impact assessment. The applicant must examine how traffic will safely enter and exit the site, and how internal site circulation will be provided for the project. The goal is to serve all project development by a single point of access onto the adjacent existing street, however, this does not preclude the board from approving more than one point of access. In the case of two lot divisions, a common driveway is desired.
It is expressly understood that the board may allow the construction of driveways and roads that are of lesser standard than those specified in Chapter 98, Technical Standards, of the City Code of Ordinances. This approach is permitted because of the few number of dwelling units and minor amount of traffic which such a project may generate, and because narrower roads allow a better project lay-out and design and often encourage lower traffic speeds. The board shall use the following standards as guidelines in determining the appropriate construction standard for the access driveway:
1.
An access road that serves three or more lots shall have a minimum travel width of 16 feet width and a minimum width shoulder of two feet.
2.
The access road may be paved or may remain a gravel surface. In general, roads greater than 500 feet in length should be paved. The board will consider the number of lots and characteristics of the road in determining if the road should be paved or remain gravel. If the board allows a road to remain a gravel surface, a minimum of the initial 25 feet of the road that connects to the adjacent street, including the full extent of the road radius, shall be paved.
3.
If a turn-around is required at the end of the road, the turn-around may be a hammerhead rather than a cul-de-sac.
4.
Lay-out of the road shall satisfy project needs and shall conform with existing topography and natural features of the site to the greatest extent practical. The City strongly discourages any road grade to be greater than 8%. The City also requires that the grade of the point of access (as measured from the edge of the existing road) onto the existing street be no greater than 3% for the initial 75 feet of the access road.