§ 1246.04  STREETS.
   (a)   All streets shall be designed and constructed in accordance with the standards as specified in the following table. The design and improvement standards are suggested minimums.
Design Criteria
Unit
Street Classification
Arterial
Collector
Local
Design Criteria
Unit
Street Classification
Arterial
Collector
Local
Minimum right-of-way width
feet
80
60
50
Minimum pavement width
feet
24
22
18
Minimum design speed
mph
45
35
25
Minimum degree of horizontal curvature
degrees
9.5
16.5
33.5
Minimum horizontal radius
feet
600
350
170
Minimum horizontal sight distance
feet
500
300
160
Minimum stopping sight distance
feet
310
240
160
Minimum length of vertical curves
Designed to provide minimum stopping sight distance
Maximum gradient
percent
6
7
8
Minimum gradient
percent
0.04
0.4
0.5
 
   (b)   All green roads shall be designed and constructed in accordance with the standards as specified in the following table. The design and improvement standards are suggested minimums.
Design Criteria
Unit
Roadway
Design Criteria
Unit
Roadway
Minimum right-of-way width
feet
50**
Minimum pavement width
feet
20
Minimum design speed
mph
25
Minimum horizontal radius
feet
170
Minimum stopping sight distance
feet
160
Maximum gradient
percent
10
Minimum gradient
percent
0.5
**With roads having curb and gutter, otherwise 60-foot with roadside ditches.
 
   (c)   The pavement of cul-de-sacs shall be designed as follows:
      (1)   The pavement diameter as measured to the edge of pavement shall be 30 feet less than the right-of-way diameter; and
      (2)   The center of the cul-de-sac shall be paved when the pavement diameter is less than 120 feet.
(Ord. 99-O-10, passed 4-19-1999; Am. Ord. 13-O-59, passed 12-16-2013)