Appendix C. Schedule of Minimum Design Requirements for Streets

The following minimum design requirements shall apply to streets in the city.

Curb and Gutter Sections

Access	Collector	Local	Minor	Business & Industrial Access
Right-of-way	70′	66′	66′	70′
Horizontal Alignment (Centerline Radius)	467′	250′	250′	467′
Vertical Alignment (Max./Min.)	8%/.5%	8%/.5%	8%/.5%	6%/.5%
Pavement Width (Face to Face)	39′	36′	30′	39′
Pavement Width Structure	-8″ BBC base, 3″ Class I surface (1½″ binder, 1½″ surface) 4″ aggregate sub-Base or—17″ aggregate base course, Type B (100% crushed) 3″ Class I surface, (1½″ binder, 1½″ surface) or -8″ PC concrete with wire fabric and 4″ aggregate subbase	8″ BBC base, 2″ Class I surface, or 12″ aggregate base, Type B (100% crushed), 2½″ Class I surface (1½″ binder and 1″ surface)	8″ BBC base, 2″ Class I surface, or 10″ aggregate base, Type B (100% crushed), 2½″ Class I surface 1½″ binder and 1″ surface)	-12″ BBC base, 3″ Class I surface (1½″ binder, 1½″ surface) 4″ aggregate subbase or -8″ PC concrete with wire fabric and 4″ aggregate subbase
Curb & Gutter	M-6.18; B-6.18	M-6.18; B-6.18	M-6.18; B-6.18	M-6.18; B-6.18
Sidewalk	5′ wide	5′ wide	5′ wide	5′ wide
Cul-de-sacs	Not allowed	Not allowed	140′ diameter right-of-way, 100′ pavement diameter	Not allowed
Parking	Not allowed	One side 8′	Not allowed	Not allowed

 

(Ord. No. 2013-20, § 5, 2-5-2014)