8-17-1-4: EXHIBIT 4, STANDARD STREET SECTIONS:

FIGURE 1
RESIDENTIAL ACCESS STREET

FIGURE 2
RESIDENTIAL SUBCOLLECTOR STREET

   (1)   Widths of high intensity development streets vary according to allowable on street parking conditions. See section 8-17-1-2 of this chapter.

   (2)   Parkway width varies according to street width.

   (3)   Base course thickness dependent on design traffic volume.

FIGURE 3
RESIDENTIAL COLLECTOR STREET

FIGURE 4
COMMERCIAL/INDUSTRIAL ACCESS STREET

   (1)   Assumes no on street parking. If parking allowed, increase pavement width to 32 feet and right of way to 80 feet.

   (2)   Required pavement section based on ADT = 400 with SU and MU trucks = 10% each. If traffic volumes or truck percentages are more than these base amounts, increase the pavement structure section to suit the traffic conditions.

   (3)   An equivalent stabilized base (asphalt, cement or BAM) may be used instead of the aggregate base indicated.

(Res. 91-096, 12-10-1991; amd. 2004 Code; Ord. 10-001, 1-12-2010)