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NC 54 / I -40 CORRIDOR STUDY <br />TRANSPORTATION -LAND USE MASTER PLAN TABLE OF CONTENTS <br />Figure 6 -16: Recommended Barbee Chapel Grade Separation Design ....................................... ............................... <br />6 -26 <br />Figure 6 -17: Alternative Barbee Chapel Grade Separation Design . .......................................... ............................... <br />6 -26 <br />Figure6 -18: Efficiency of Two -Phase Signals ...................................................................................... <br />6 <br />............................... <br />-27 <br />Figure6 -19: The Superstreet Concept ...................................................................................................... ...........................6 <br />-28 <br />Figure6 -20: Superstreet Intersection Conflict Points <br />6 <br />........................................................................... ............................... <br />-29 <br />Figure6 -21: Photos of Superstreets in North Carolina ...................................................................... <br />6 <br />............................... <br />-30 <br />Figure 6 -22: Superstreet Configuration at Meadowmont Lane and Friday Center Drive .......... ............................... <br />6 -32 <br />Figure6 -23: Future Light Rail Alignment Alternatives ........................................................................ <br />6 <br />............................... <br />-34 <br />Figure6 -24: Light Rail Alignment C1 Meadowmont Lane <br />6 <br />................................................................. ............................... <br />-35 <br />Figure 6 -25: Light Rail Alignment C2 George King Road ................................................................. <br />6 <br />............................... <br />-36 <br />Figure 6 -26: Combined NC 54 Roadway Recommendations Sheet 1 - US 15 -501 to Rogerson Drive .... <br />6 -44 <br />Figure 6 -27: Combined NC 54 Roadway Recommendations Sheet 2 - Rogerson Drive to Meadowmont Lane /Friday <br />.......................................................... .................... <br />CenterDrive ............................................................................................................................................. ............................... <br />6 -45 <br />Figure 6 -28: Combined NC 54 Roadway Recommendations Sheet 3 - Meadowmont Lane /Friday Center Drive <br />to <br />LittleJohn Road .............................................................................................................................................. <br />Table 6 -7: Meadowmont /Woodmont Alignment Options Opportunities and Constraints ......... ............................... <br />...........................6 <br />-46 <br />Figure 6 -29: Combined NC 54 Roadway Recommendations Sheet 4 - Little John Road to Crossland Drive .... <br />6 -47 <br />Figure 6 -30: Combined NC 54 Roadway Recommendations Sheet 5 - Huntingridge Road to Leigh Farm Road/ <br />QuadrangleDrive ..................................................................................................................................... ............................... <br />6 -48 <br />List of Tables <br />Table 1 -1: List of Transportation Recommendations <br />Table2 -1: Conceptual Land Uses ........................................................................................................... ............................... <br />2 -18 <br />Table 2 -2: Projected Population and Employment Growth for 2035 .............................................. ............................... <br />2 -18 <br />Table2 -3: Density, Diversity & Design Criteria ................................................................................... <br />2 <br />............................... <br />-23 <br />Table2 -4: Walking Trip Adjustments ..................................................................................................... ............................... <br />2 -24 <br />Table3 -1: Prioritized Park - and -Ride Recommendations ................................................................... <br />3 <br />............................... <br />-17 <br />Table4 -1: Transit Recommendations .......................................................................................................... ...........................4 <br />-13 <br />Table5 -1: Bicycle and Pedestrian Transportation Recommendations ............................................. ............................... <br />5 -27 <br />Table 6 -1: Operating Conditions at Signalized Intersections through the 1 -40 Interchange Area in Peak Hours <br />........................................................................................................................................................................ ............................... <br />6 -18 <br />Table 6 -2: NC 54 Travel Time through the 1 -40 Interchange Area in Peak Hours ........................ ............................... <br />6 -18 <br />Table 6 -3: Timeframe and Phasing of 1 -40 /Farrington Road Area Improvements ................................. .................... <br />6-19 <br />Table 6 -4: Partial Cloverleaf Navigation by Movement <br />................................................................... ............................... <br />6 -23 <br />Table 6 -5: Overall Intersection Delay (seconds) & Level of Service <br />6-33 <br />.......................................................... .................... <br />Table6 -6: Total Directional Delay (in minutes) ........................................................................................ <br />...........................6 <br />-33 <br />Table 6 -7: Meadowmont /Woodmont Alignment Options Opportunities and Constraints ......... ............................... <br />6 -35 <br />Table6 -8: Roadway Transportation Recommendations <br />..................................................................... ............................... <br />6 -39 <br />DECEMBER 201 1 <br />iv <br />