Exhibit B.2
STREET DESIGN STANDARDS
Dimensional Design Properties
DESCRIPTION
UNITS
COMMERCIAL & INDUSTRIAL (1)
RESIDENTIAL
COLLECTOR
LOCAL
CUL-DE-SAC
PLATE 1
PLATE 2
PLATE 3
PLATE 4
PLATE 5
PLATE 6
PLATE 7
Right-of-Way Width (Min.) (2)
FT
50.0
50.0
70.0
50.0
60.0
50.0
60.0
Pavement Width (3)
FT
32.0
29.0
25.0
27.0
23.0
26.0
22.0
Sidewalk Width
FT
5-ft
(As Required) (1)
5.0
N/A
4.0
N/A
4.0
N/A
Pedestrian Path Width
FT
N/A
N/A
4.0
N/A
4.0
N/A
4.0
Maximum Grade
%
Level
4.0
4.0
4.0
4.0
4.0
4.0
4.0
Rolling
8.0
8.0
8.0
8.0
8.0
8.0
8.0
Hilly
12.0
12.0
12.0
12.0
12.0
12.0
12.0
Design Speed
mph
Level
35.0
35.0
35.0
35.0
35.0
30.0
30.0
Rolling
30.0
30.0
30.0
30.0
30.0
25.0
25.0
Hilly
25.0
25.0
25.0
25.0
25.0
20.0
20.0
Intersection Spacing (min)
FT
See Table 3
(Centerline offset of adjacent int.)
Stopping Site Distance (min)(4)
FT
Level
225.0
225.0
225.0
225.0
225.0
200.0
200.0
Rolling
200.0
200.0
200.0
200.0
200.0
150.0
150.0
Hilly
150.0
150.0
150.0
150.0
150.0
125.0
125.0
Cul-de-Sac Length (max)
FT
NOTE 1
900.0
900.0
Cul-de-Sace PVMT Radius (max)
FT
NOTE 1
50.0
50.0
Cul-de-Sac R/W Radius (max)
FT
NOTE 1
60.0
60.0
 
NOTES:
1)   Commercial and industrial design may vary according to the proposed type of commerce or industry and the associated vehicular loadings & movements. Additional right-of-way required with the inclusion of sidewalks.
2)   Excludes additional private and/or public utility easement on both sides of the street 10- feet in width, each side.
3)   Urban pavement widths are measured from back-of-curb to back-of-curb. Rural pavement widths are measured from edge-of-pavement to edge-of-pavement.
4)   At Design Speeds listed above.