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S OURCE : NC ONE M AP AE RI AL DATE : F E BRUARY 2016 S OURCE : NC ONE M AP AE RI AL DATE : F E BRUARY 2016 SOURCE: NC ONE MAP AERIAL DATE: FEBRUARY 2016 TRAFFIC VOLUME DATA VOLUMES IN 100S 247 173 290 184 33 24 20 13 4 <1 28 24 19 12 <1 1 LEGEND DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100' 0' 100' 200' 50' EXISTING ROADWAY PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED 0000 0000 PRESENT ADT FUTURE ADT PROPERTY LINES PROPOSED STRUCTURES, ISLAND, SIDEWALK, CURB AND GUTTER EXISTING ROADWAY TO BE REMOVED PROPOSED CONTROL OF ACCESS EXISTING STRUCTURES, ISLAND, SIDEWALK CURB AND GUTTER TO BE REMOVED C A PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY EXISTING UTILITY EASEMENT BUILDINGS CEMETERY PROPOSED CONSTRUCTION EASEMENT N.C. 72 U.S. 74 U.S. 74 N.C. 130 2040 ADT 2018 ADT UTILITY INFORMATION SUBJECT TO CHANGE. INCLUDING UTILITY EASEMENTS, ARE PRELIMINARY AND ARE UTILITY EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, LIMITED TO LOCATION OF MAJOR EXISTING AND POTENTIAL DISPLAYS. THE UTILITY INFORMATION SHOWN ON THESE MAPS IS UTILITIES ARE NOT SHOWN ON THESE MAPS OR ON OTHER TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED IMPACTS AND DRIVEWAY TIES BE DETERMINED DURING FINAL DESIGN USING FINAL SURVEYS. USING FINAL GROUND SURVEYS. DRIVEWAY LOCATIONS WILL ALSO DESIGNERS WILL ATTEMPT TO MINIMIZE IMPACTS WHERE FEASIBLE PRELIMINARY GROUND SURVEYS. DURING THE FINAL DESIGN STAGE, HEARING MAP ARE BASED OFF OF PRELIMINARY DESIGNS AND LIMITS OF CONSTRUCTION AND THEIR IMPACTS SHOWN ON THIS ELIMINATED. SUCH AS VIA A SIDE ROAD, ACCESS TO U.S. 74 MAY BE POINT MAY BE CONSIDERED. FOR PROPERTIES THAT HAVE ACCESS, (FOR EXAMPLE, 2000 FEET OR MORE), AN ADDITIONAL ACCESS PER PARCEL. FOR PROPERTIES WITH LARGE ROAD FRONTAGES FULL CONTROL OF ACCESS IS DEFINED AS ONE ACCESS POINT NOTE: LAKES, RIVERS, STREAMS, AND PONDS EXISTING CONTROL OF ACCESS WETLANDS ; W W W S W 95. 00' 95. 00' 60. 00' 60. 00' 60. 00' 340. 00' 30. 00' B E MC U T I L I T Y E A S E ME N T 30. 00' 30. 00' 30 . 00 ' 30. 00' 20 0 . 0 0 ' 60. 00' C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; ; M A T C H L I N E M A T C H L I N ES EEI N S ET INSET 25 30 35 -Y1- PC Sta. 35+23.35 -L- SC Sta. 71+65.58 -L- TS Sta. 68+65.58 20 25 30 35 40 45 50 55 60 65 70 -L- POT Sta. 68+00.00 (47.00' LT.) -RPA- POT Sta. 10+00.00 = BEGIN GRADE 1 0 15 20 25 -RPA- SC Sta. 15+65.00 -RPA- CS Sta. 18+46.23 -RPA- SRS Sta. 20+86.23 -RPA- SC Sta. 23+26.23 -RPA- PT Sta. 25+99.92 10 15 2 0 -RPB- SC Sta. 12+75.00 -RPB- CS Sta. 19+12.59 -RPB- ST Sta. 20+17.59 4 0 45 50 55 6 0 6 5 70 75 80 85 -Y1- PT Sta. 80+32.71 -Y1- POT Sta. 87+61.17 10 15 2 0 2 5 -RPC- TS Sta. 13+70.00 -RPC- SC Sta. 15+35.00 -RPC- CS Sta. 19+03.42 -RPC- SRS Sta. 21+43.42 -RPC- SC Sta. 23+83.42 -RPC- PT Sta. 27+45.28 10 1 5 20 2 5 -RPD- POT Sta. 25+25.59 -RPC- POT Sta. 29+08.20 = -Y1- PT Sta. 58+77.16 = -RPD- CS Sta. 22+89.40 -RPD- ST Sta. 23+94.40 -RPD- SC Sta. 13+35.00 -L- POT Sta. 66+02.73 (47.00' RT.) -RPD- TS Sta. 12+30.00 = BEGIN GRADE -RPD- POT Sta. 10+00.00 10 -SRA- PCC Sta. 12+29.37 -SRA- PT Sta. 13+74.06 -SRA- PC Sta. 10+13.71 -SRB- PC Sta. 10+00.00 -SRB- PT Sta. 12+23.37 -SRB- POT Sta. 14+38.21 -Y1- Sta. 73+70.97 (12.00' RT) -SRB- POT Sta. 10+13.24 = BEGIN GRADE -RPA- POT Sta. 26+22.13 END GRADE -RPB- POT Sta. 24+96.92 -RPA- POT Sta. 26+96.75 = -Y1- PC Sta. 64+90.45 = -L- Sta. 38+00.00 (47.00' LT.) -RPB- TS Sta. 11+70.00 = BEGIN GRADE -RPB- POT Sta. 10+00.00 -L- Sta. 35+00.00 (47.00' RT.) -RPC- POT Sta. 10+00.00 = BEGIN GRADE -RPC- POT Sta. 28+33.58 END GRADE -RPD- POT Sta. 24+50.97 END GRADE -Y1- Sta. 43+00.48 (12.00' RT) -SRA- POT Sta. 10+00.00 = BEGIN GRADE -RPA- TS Sta. 14+00.00 -RPB- POT Sta. 24+22.30 END GRADE 15 10 PUBLIC MEETING MAP P U B L I C M EET I NG M A P R O B E S ON C OUN T Y ROBESON COUNTY RO B E S O N C OUN T Y DESIGN DATA SCALE P U B L I C M EET I NG M A P D E C E M B E R 2018 DECEMBER 2018 D E C E M B E R 2018 DIAMOND INTERCHANGE WITH ROUNDABOUTS U.S. 74 / N.C. 130 INTERSECTIONS TO A CONVERSION OF THE U.S. 74 / N.C. 72 AND D I A M OND I N TE RC H A NGE W I T H R OUN DA B OU T S U . S . 7 4 / N . C . 1 30 I N TE R S E C T I O N S T O A C ONV E R S I ON O F T H E U . S . 7 4 / N . C . 72 AN D D I A M OND I N TE RC HANG E W I T H R OUNDA B OU T S U . S . 74 / N. C . 130 I N TE R S E C T I ON S T O A C ONV E R S I ON O F T H E U . S . 74 / N . C . 72 AND 8% = Max. Superelev. = 75 mph Design Speed Interstate = Functional Class. T I P NO . 53 087 . 1 . 1 ( R- 5751 ) TIP NO. 53087.1.1 (R-5751) T I P NO . 53087 . 1 . 1 ( R - 5751 ) C C C C C C F F F F F F C F C C C C C C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C C F C C F F C C F F F F F F F B A D C TRACEY LYNN HORNE KENNETH HAYES HORNE BYRON B. WALTERS KENNETH HAYES HORNE KENNETH HAYES HORNE SUZANNE STEPHENS FAIR SUZANNE STEPHENS FAIR SUZANNE STEPHENS FAIR SUZANNE STEPHENS FAIR CYNTHIA G. LOCKLEAR VERNIE A. LOCKLEAR RICHARD SHAWN TAYLOR WILLIAM H. STEPHENS WILLIAM H. STEPHENS WILLIAM H. STEPHENS WILLIAM H. STEPHENS WILLIAM H. STEPHENS GLADYS MARIE BRITT TONY BRITT ET UX WILLIAM H. STEPHENS SUZANNE STEPHENS FAIR MARY E. CALDER FRED K. CALDER, SR. BARBARA CALDER CAIN MARY E. CALDER FRED K. CALDER, SR. BOBBY L. BARDEN WILLIAM E. STEPHENS ANNE F. RICH JULIA F. SMITH SUZANNE STEPHENS FAIR SUZANNE STEPHENS FAIR WILLIAM H. STEPHENS JERRY D. CRAWFORD WANDA CRAWFORD SHEARLDIAN FAULK DANIEL C. FAULK RODNEY CLEVELAND IVEY SUZANNE STEPHENS FAIR MDAYYAD AL-NASRA STEPHENS WILLIAM E. FAIR SUZANNE STEPHENS ANN IVEY CHARLES IVEY I ND I AN L AND F A R M X I V , LL C -L- Sta. 26+00.00 BEGIN PROJECT -L- Sta. 75+85.00 END PROJECT -Y1- Sta. 32+00.00 BEGIN CONSTRUCTION -SRB- Sta. 14+00.00 END CONSTRUCTION -Y1- Sta. 84+00.00 END CONSTRUCTION -SRA- Sta. 13+15.00 END CONSTRUCTION 74 74 72 130 130 -L- -L- - Y 1 - - Y 1 - - Y 1 - - S R A - - S RB - - R P A - - R P B - - R P C - - R P D - T O O R R U M T O L U M B E R T ON CEMETERY FAIR STEPHENS SUZANNE T O W H I TE V I LLE TO LUMBERTON ANNE F. RICH JULIA F. SMITH ANNE F. RICH JULIA F. SMITH I ND I AN L AND F A R M X I V , LL C NORTH CAROLINA STATE OF
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