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<br />. <br /> <br />e <br /> <br />Table 6.1 <br /> <br /> Principal Principal Minor Major Minor Minor Local <br /> Arterial Arterial Arterial Collector Collector Collector 2 Lanes <br /> 6 lane 4 lane 4 Lanes 4 Lanes 2 Lanes 3 Lanes <br />Right-of-Way 120 feet 100 feet 90 feet 80 feet 70 feevl) 60 feet 50 feet <br />Width <br />Curb Face to 100 feet 80 feet 70 feet 60 feet 40 feet 32-36 feet 28 feet <br />Curb Face <br />Distance(J) <br />Total Paved 37 feet 25 feet 25 feet 24 feet 20 feet 11-12 feet 14 feet <br />Width of <br />Travel Lanes - <br />One Direction <br />Median 26 feet 30 feet 20 feet 12 feet o feet ]0-12 feet o feet <br />Width(2) <br />Distance from 10 feet 10 feet 10 feet 10 feet 15 feet 12-14 feet 11 feet <br />Curb Face to <br />ROW line(J) <br />Distance from 2 feet 2 feet 2 feet 2 feet 2 feet 2 feet 2 feet <br />ROW Line to <br />Sidewalk <br />Number of 3 2 2 2 I I 1 <br />Lanes (one <br />direction) <br /> <br />(J) With on-street parallel parking. <br />(2) Median turning lanes are included in median widths. <br />(3) On non-curb and gutter streets substitute 'edge of pavement' for' curb face. ' <br /> <br />B. The design speeds shall conform to the following design standards. The posted speed <br />limit shall never exceed the design speed. The design speed should be a minimum of 5 <br />mph greater than the posted speed limit. <br /> <br />Table 6.2 <br /> <br />Rural Urban <br />40-80 moh Arterials 30-60 moh <br />20-60 moh Collector 20-60 moh <br />15-60 moh Local 20-30 moh <br /> <br />C. The maximum grade allowed refers to the uphill or downhill slope of the street and shall <br />conform to the following design standards: <br /> <br />Table 6.3 <br /> <br />40 <br /> <br /> <br />3 <br /> <br />80 <br /> <br />T e of Terrain <br />Level 5 <br /> <br />Paving Design Criteria Page 2 of9 <br />