APPENDIX B: DESIGN STANDARDS FOR STREETS.

REQUIREMENTS

Design Standards for Streets
	Street Type
	Major	Collector	Minor	Marginal
Min. Width R-O-W	*	60 feet	60 feet	50 feet
Min. Pvmnt. Width	*	24 feet	20 feet	20 feet
Min. Pvmnt. Curb/Gutter	*	32 feet	28 feet	28 feet
Min. Curb Width	*	2 feet	2 feet	2 feet
Max. Grade	*	6%	6%	6%
Min. Radius of Curves	200 feet	100 feet	100 feet	100 feet
Min. Length Tangent	100 feet	50 feet	50 feet	50 feet
Min. Sight Distance	*	200 feet	200 feet	200 feet
Min. Corner Radius	20 feet	20 feet	20 feet	20 feet
Min. Turn-Around	*	110 feet	110 feet	110 feet
Cul-De-Sac Min	N/A	100 feet	100 feet	100 feet
* As required by Indiana State Highway, County Highway, or Local. N/A Not Applicable

 

(1996 Code, Chap. 11, Table 4-1)

Local Street Specifications
Concrete Construction	6 inch
Surface Asphalt	1 inch
Binder Asphalt	3 inch
53 Gravel Base	10 inch
Industrial Street Specifications
Concrete Construction	7 inch
For Surface Asphalt	1 inch
Binder Asphalt	4 inch
53 Gravel Base	14 inch
* All gravel base shall be compacted every 4 inches until height specifications are fulfilled.
Crown Specifications
There should be a crown of 1/4 inch higher per every foot of width unless otherwise engineered.

 

(1996 Code, Chap. 11, Table 4-1; Am. Ord., passed - -)

ROAD CONSTRUCTION SPECIFICATIONS

LOCAL STREET ASPHALT CONSTRUCTION

LOCAL STREET CONCRETE CONSTRUCTION

INDUSTRIAL ASPHALT CONSTRUCTION

INDUSTRIAL ASPHALT CONSTRUCTION

(Am. Ord., passed - -)