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Figure 1 0 <br />~ Centerline <br />~""~ of crosswalk <br />15' R (~°" / <br />25' R <br /> ~'R <br /> ~ -~ . 26' <br />id <br />t <br />t <br /> a- - <br />d- ree <br />w <br />e s <br /> Crossing Increase Percent <br />Radius Distance Crossing Increase <br />15 feet 26 feet +O feet D% <br />25 feet 36 feet +10 feet 38% <br />50 feet 65 feet +39 feet 150% <br />Centerline <br />of crosswalk <br />. T e'.~- <br />\\115' R <br />6' wide atdewalk 25' R <br />~ R '" <br />a 26' wide street <br />Crossing Increase Percent <br />Radius Distance Crossing Increase <br />15 feet 37 feet +11 feet 42% <br />25 feet 50 feet +24 feet 92% <br />50 feet 89 feet +53 feet 203% <br />27) Install bicycle detectors at traffic-actuated <br />intersections. Provide pavement markings <br />identifying the location of the detector. If bicycle <br />detectors cannot be installed, provide pedestrian <br />pushbuttons accessible from bicycle lanes. <br />28) Curb return radii and the configuration of <br />medians must be designed to facilitate pedestrian <br />crossings, while accommodating bus and major <br />freight movement. Primary design consideration <br />shall be for pedestrian movements. (See Figure 10). <br />I <br />Figure 1 1 <br />Cut through medians and 112' <br />islands for pedestrians <br />\ visibility. <br />v „ ~~'; <br />~ ~+ ~ I ~~ radius <br />j ~ I depending <br />on design <br />~ I I ~_ vehicle <br />~ I I 2O° ,r:'' 50° to 60° <br />u <br />visibility '~ angle between <br />I i ( >. <br />~r:•. vehicle flows <br />[ I ( ~~w~Vehicle speed514 to <br />~ ~ ~ '~~ 18 mph, good visibility <br />~' of pedestrians <br />I ~ t t Bicycle Lane <br />29 <br />