Orange County NC Website
5 <br />1g,: Set i I -4,i CORR CJOR S -FURY <br />CONTENTS TABLE OF <br />TRANSPORTATION-LAND USE MASTEP, PLAN <br />Figure 3 -7: Examples of Urban Structured Parking Facilities ........................................................... ............................... 3 -22 <br />Figure4 -1: Existing Transit Service .............................................................................................................. ............................4 -3 <br />Figure 4 -2: Chapel Hill Transit Daily Boardings by Bus Stop within the NC 54 Corridor ...................... ....................... 4-4 <br />Figure4 -3: Short Term Recommendations ................................................................................................... ............................4 -8 <br />Figure4 -4: Long Term Recommendations .................................................................................................. ...........................4 -12 <br />Figure 4 -5: Transit Improvements in the Bus and Rail Investment Plan ............................................. ............................... 4 -16 <br />Figure5 -1: Existing Pedestrian Facilities Map ........................................................................................... ............................5 -3 <br />Figure5 -2: Existing Bicycle Facilities Map ................................................................................................. ............................5 <br />-5 <br />Figure5 -3: Existing and Planned Pedestrian Facilities Map ................................................................... ............................5 <br />-9 <br />Figure 5 -4: Existing and Planned Bicycle Facilities Map ........................................................................ ...........................5 <br />-10 <br />Figure5 -5: Pedestrian Emphasis Areas ................................................................................................. ............................... <br />5 -12 <br />Figure5 -6: Bicycle and Pedestrian Network Recommendations ........................................................... ...........................5 <br />-13 <br />Figure5 -7: Corridor Crossing Facilities .................................................................................................. ............................... <br />5 -14 <br />Figure 5 -8: Pedestrian & Bicyclist Crossing at Superstreet Locations .............................................. ............................... <br />5 -15 <br />Figure5 -9: Example of a Sharrow ............................................................................................................ ...........................5 <br />-16 <br />Figure5 -10: Regional Trails near the NC 54 Corridor ...................................................................... ............................... <br />5 -18 <br />Figure 5-11: Grade Separation Designs with Pedestrian Facilities ................................................. ............................... <br />5 -19 <br />Figure 5 -12: Before and After Rendering of US 15 -501 Ramp Improvements for Pedestrians and Bicyclists ....5 <br />-22 <br />Figure 5 -13: Before and After Street View Rendering of Improvements at US 15 -501 Interchange ..................... <br />5 -23 <br />Figure 5 -14: Pedestrian Facilities at the 1 -40 Interchange Area (shown in grey) .......................... ............................... <br />5 -24 <br />Figure5-15:1-440 Pedestrian Bridge ....................................................................................................... ...........................5 <br />-25 <br />Figure 5 -16: Before and After Rendering of Light Rail Crossing with Accommodations for Pedestrians .... <br />5 -26 <br />Figure 6 -1: North Carolina Highways Carrying 70,000 Vehicles per Day ............................................... ....................... 6-4 <br />Figure 6 -2: Adopted Collector Street Network ......................................................................................... ............................6 -7 <br />Figure6 -3: Farrington Road Slip Ramp ...................................................................................................... ............................6 <br />-8 <br />Figure6 -4: Effects of Traffic Signals on Highway Capacity ................................................................... ............................6 <br />-9 <br />Figure 6 -5: Functional Design Solution for the 1 -40 Interchange Area . ........................................ ............................... <br />6-11 <br />Figure6-6:1-40 Interchange Area Design Alternatives ..................................................................... ............................... <br />6 -12 <br />Figure 6-7.1-40 Interchange Area Design Solution Construction Phase 1 .................................... ............................... <br />6 -14 <br />Figure 6- 8:1 -40 Interchange Area Design Solution Construction Phase 2 ...................................... ............................... <br />6 -15 <br />Figure 6 -9: I -40 Interchange Area Design Solution Construction Phase 3 <br />Figure 6 -10: Potential Access Reconfiguration for Celeste Circle ..................................................... ............................... 6 -17 <br />Figure6-11: Delay Comparison for Left Turn Movements at Farrington Road ........................................ .................... 6-19 <br />Figure6 -12: Recommended Eastbound 1 -40 On -Ramp Configuration ............................................ ............................... 6 -20 <br />Figure6-13: Partial Cloverleaf Interchange ........................................................................................ ............................... 6 -22 <br />Figure 6 -14: Example of Blue Striping for Bicycle Weave Segment ............................................. ............................... 6 -24 <br />Figure6 -15: Example of a Bicycle Box ................................................................................................. ............................... 6 -24 <br />R, 0 <br />