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r <br />i <br />i p <br />r <br />I <br />PI <br />r <br />h* <br />- <br />L <br />• Turn lanes will increase traffic safety <br />• Provides greatest flexibility for curvilinear alignment <br />Disadvantages: <br />• Has the potential for Increasing speeds (1 -2 mph) <br />• Provides no room for bicycle / pedestrian lane <br />Option 2:9.8 meters (32 feet) face to face <br />Advantages: <br />• Allows operation flexibility v. ith lane striping, either 2-12 foot traffic lanes and 2-4 foot <br />bicycle lanes or 2-11 foot driving lanes and 1-8 fool parking lane <br />• Lane widtli provides for safer traffic movement, allows for increased reaction time <br />• Provides some room for bicyclists <br />Disadvantages: <br />Does not provide turn lanes for traffic safety <br />Will not have the potential for decreasing speeds (1-2 mph) <br />Option 3:8,4 meters (28 feet) face to face <br />Advantages: <br />• Minimum width as recommended by state aid standards, least expensive option <br />• Provides an adequate through lane for traffic in each direction <br />• Has the potential of increasing traffic delays which may reduce speeds <br />Disadvantages: <br />Does not provide room for turn lanes, decreases safety of turning and through traffic <br />Winter snow and ice accumulation may narrow roadway <br />Does not provide room for on street pedestrian and bicycle traffic <br />Has the potential of increasing traffic delays <br />In an elTort to help promote slower traffic speeds, a curvilinear horizontal alignment <br />for all street options will be encouraged to the extents possible in the design phase of <br />this project. <br />Plymouth Feasibility Report - Femdalc Road Reconstruction <br />j