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City of Oxnard - Bicycle and Pedestrian Master Plan Appendices

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<strong>City</strong> <strong>of</strong> <strong>Oxnard</strong> | <strong>Bicycle</strong> <strong>and</strong> <strong>Pedestrian</strong> <strong>Master</strong> <strong>Plan</strong><br />

A.2.7.<br />

Grade Separated Overcrossing<br />

Design Summary<br />

Design Example<br />

Preferred Width: 14’<br />

Minimum Design St<strong>and</strong>ard:<br />

12’ minimum width. If overcrossing has any scenic vistas<br />

additional width or belvederes should be provided to allow for<br />

stopped path users. A separate 5’ pedestrian area may be<br />

provided for facilities with high bicycle <strong>and</strong> pedestrian use.<br />

Height:<br />

10’ vertical clearance.<br />

Striping:<br />

Dashed centerline <strong>and</strong> shoulder striping should be used.<br />

Grade:<br />

Ramps should not exceed 5% grade.<br />

Discussion<br />

Overcrossings require a minimum <strong>of</strong> 17’ <strong>of</strong> vertical clearance to<br />

the roadway below versus a minimum elevation differential <strong>of</strong><br />

around 12’ for an undercrossing. This results in potentially greater<br />

elevation differences <strong>and</strong> longer ramps.<br />

See following page for additional discussion.<br />

Guidance<br />

• Caltrans Highway Design Manual (Chapters 200 & 1000)<br />

• Caltrans Bridge Design Specifications<br />

• California MUTCD<br />

• AASHTO Guide for the Development <strong>of</strong> <strong>Bicycle</strong> Facilities<br />

• AASHTO Guide Specifications for Design <strong>of</strong> <strong>Pedestrian</strong> Bridges<br />

Preferred Design<br />

Alta <strong>Plan</strong>ning + Design | A-17

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