LEGEND DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION 100' 0' 100' 200' 50' EXISTING RAILROAD RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS CEMETERY LAKES, RIVERS, STREAMS, AND PONDS PROPOSED RIGHT OF WAY LEGEND 100' 0' 100' 200' 50' 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 PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY TO BE REMOVED EXISTING RAILROAD PROPOSED FUTURE ROADWAY 0000 0000 PRESENT ADT FUTURE ADT PROPERTY LINES PROPOSED STRUCTURES, ISLAND, SIDEWALK, RAISED MEDIAN, CURB AND GUTTER DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION EXISTING UTILITY EASEMENT AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, PROPOSED CONTROL OF ACCESS C A EXISTING ROADWAY PROPOSED TRAFFIC SIGNAL EXISTING RAILROAD RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS CEMETERY LAKES, RIVERS, STREAMS, AND PONDS PROPOSED RIGHT OF WAY PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY TO BE REMOVED EXISTING RAILROAD PROPOSED FUTURE ROADWAY 0000 0000 PRESENT ADT FUTURE ADT PROPERTY LINES PROPOSED STRUCTURES, ISLAND, SIDEWALK, RAISED MEDIAN, CURB AND GUTTER EXISTING UTILITY EASEMENT AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, PROPOSED CONTROL OF ACCESS C A EXISTING ROADWAY PROPOSED TRAFFIC SIGNAL 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 CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO CONNECTIONS ALLOWED. CROSS-STREETS ARE GRADE-SEPERATED. NO PRIVATE DRIVEWAY A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO FULL CONTROL OF ACCESS FULL CONTROL OF ACCESS SEE NOT E I N SURVEY REPORT PUBLIC MEETING MAP P U B L I C M EET I NG M A P P U B L I C M EET I NG M A P T I P NO . 501 58 . 1 . 1 ( U - 57 07 ) TIP NO. 50158.1.1 (U-5707) T I P NO . 5015 8 . 1 . 1 ( U - 5707 ) HOKE COUNTY HOK E C OUNT Y HO K E C OUN T Y APRIL 2019 A P RI L 2019 A P RI L 2019 DESIGN DATA SCALE 8% = Max. Superelev. = 50 mph Design Speed Collector = Functional Class. SCALE DESIGN DATA 8% = Max. Superelev. = 50 mph Design Speed Collector = Functional Class. AERIAL DATA FLIGHT DATE: JANUARY 2017 FLIGHT #: M8091 AERIAL DATA FLIGHT DATE: JANUARY 2017 FLIGHT #: M8091 C F F F F F F F F F F F F C C C C C C C F C 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 C C C C C C C C C C C C C C F F F F F F F F F F F F F F F F F F C C 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 F F C C C C C C C C C C C C C C C C C C C C C C C C F F F F F F F F F C C F T. FOX PAUL M A C DONA L D A . C O R E Y NEGRON CARLOS A. ESTRADA JEREMY M. CHRISTENSON JEFFERY JONES TAVIER DIONISIO DIXON DALE RICKY I NC . C ONT R A C T I NG, M C M I LL AN WELTON RITA PEREZ TIERNEY COLIN P. BUNN TARA THOMAN FREDERICK WILLIAM BUNN TARA J. CANTRELL THIERA LATAI MENDOZA JULIO FLORES ERIC J. ERIS WILLIAM WALTON ALLISON F O R D C HR I S T O P HE R PARKER JIMMY R. ALI MIKAL SCHMIDT WALTER WILLIAM ET UX MOLLOY, STEVE SMITH THERESA STORY JAMES TEXEIRA MICHAEL CERRO JOSEPH GOMES DANNY WILLIAM F. SCHULTZ GOD OF CHURCH ROCKFISH HAWLEY PIERCE GANESH CORP. SHREE D'ANTONI STEPHEN R. 2, LLC PROPERTIES JT DOOLEY SHEPLEY JOHN SHEPLEY DOROTHY STEVENS ELLEN J. MARTIN E. RAYMOND D. B A R NE S R I C HA R D LLC MANAGEMENT, PROPERTY GUERRERO COLEMAN ERNEST T. FORD CHRISTOPHER D. BRIGHT GEOFFREY M. LEON LYNETTE PARKER MANDI L. FORTNER MARTY FORTNER MARTY MOSS PAUL TATUM, JR ELVIN T. CORP. ROCKFISH JR BEASLEY, WILSON ERVIN WOOD COOK BUILDERS, LLC GUERRERO CORPORATION ROCKFISH HA W K E S D E NN I SA LLE N ATWOOD PATRICIA ENGLISH JUDY RAE INC AUTOMOTIVE, SHEPLEY CHURCH BAPTIST TABERNACLE CEMETARY CHURCH BAPTIST TABERNACLE GEORGE H. ARMSTRONG REV. TRUST CAROLYN RIDDLE ARMSTRONG REV. TRUST ATTN: TERRY SMITH R & D THIEL INC ECHOHAWK STANLEY EDWARD CENTER CULTURAL INDIAN HAWKEYE PAUL EDWIN BARNES SANDRA G BARNES SMULAND ERIN GORDON MATTHEW BROWNE JR LAWRENCE MICAHEL KATIE J VERGES BRIAN VERGES WADE K WAHL ATTN: TERRY SMITH R & D THIEL INC WILLIAM BROWN JACONA VAUGHAN JACONA VAUGHAN WILLIAM BROWN WRIGHT, SR THOMAS F NELSON, JR LAWRENCE DAVID NELSON, JR LAWRENCE DAVID HAWKES DENNIS ALLEN BROCK, JR EDDIE T BROCK JAMES HAROLD BUNDY THOMAS B UNDY J OHN BROCK, JR EDDIE T B & C MINI STORAGE INC NOW, LLC RIGHT TURN BROCK HAROLD JAMES B & M OF BINGHAM, INC C O M P ANY TELE G R A P H TELE P HON E & C A R O L I NA CARY ANN BOSTIC CARY ANN BOSTIC JAMES HAROLD BROCK GUERRERO RENE GUE RR E R O R E NE MARSHALL C RAY DIANE RAY MILLER GUERRERO KAY SHREE GANESH CORPORATION GADDIS AUBREY E. PARKER ELLEN GADDIS AUBREY E. SHIPLEY CLYDE D. SHIPLEY CLYDE D. WRIGHT KATHY WRIGHT FRANK R BAUCOM CODI WRIGHT FRANK R HOKE COUNTY OF AUTRY ANN SARAH GRIMSLEY CYNTHIA PARKER ELLEN CAMPBELL MARION DUNN LOREN ALLEN RONALD PARKER ELLEN OSTAPIEJ CHRISTOPHER OSTAPIEJ CHRISTOPHER PARKER ELLEN ROOKS CHARLES ROOKS CHARLES CARTER MARK CARTER MARK DE S J A R DI NS S EL I NA DANIELS SHERRY PREVATTE LINDA BREHM JOHNNY LANGHORNE EDMUND LANGHORNE EDMUND MENDES CESAREO YOUNG WILLIAM OSTAPIEJ CHRISTOPHER HOWARD KATHLEEN MCMILLAN MARKEL DROTAR STEPHAN ODOM SHERRY BERRY OSCAR MARTIN A. FORTNER ORMSBEE RICHARD DUBREUIL JAMES M. ORMSBEE RICHARD MGT, LLC PROPERTY GUERRERO SMITH ROBIN DAVIS SOPHIA KILBOURNE LISA BUNDY BRIAN R. HARVEY DAVID K. BOWERS, JR. CHARLES E. M ONS OUR T HO M A S WILLIAM F. SCHULTZ ELLEN PARKER PAGE WILLARD INGLE CHRIS USA / VA WALTER BRIAN WALTER BRIAN ROBBINS HARRIET HO K E C OU N T Y O F C A R Y ANN HUNNINGS DAVID GALE MARTIN A T K I NS ON GA BR I ELLE KITYNSKY RICHARD FORBES DEWAYNE TERRY T A L LE Y DONA L D J A M E S DUM ANDAN DE NNI S S ADO W S K I ANGEL A COUNTY OF HOKE A R O S TE QUI A L I HOKE COUNTY OF MARINEZ STACI D. MARINEZ STACI BECHARD ERIC SOUZA FRANK MELTON TYLER LIGGETT MATTHEW O'NEAL CASTILLA LIZ DEL MCLAUGHLIN MIRANDA WILMOT COLTON REVARD JAMES LEMERE MARC MOODY HENRY DANIELS DARRELL SHELTON KIMBERLY SWINTON PATTY MOORE PHILLIP BURNS GERALD SPANN GARY -DOEBELE DEMIDOV OKSANA NICHOLS DONALD DUMAS TANISHA KELLER KELLIE T HO M PS ON M EL I SS A S ANDT C HR I S T O P HE R J OHNS O N A L F R E D SMITH CURTIS CULBRETH BRANDON SPENCE FRANK KELLEY SCOTT THERESA HALEY MCMILLAN NORMAN HARVEY WADDELL ANDERSON RAYMOND RIDDLE, III JOSEPH P HALEY ELIZABETH CULP JAMES H JR. BULLARD, JAMES HUGH FORTNER STEPHANIE BROCK HAROLD JAMES DEV. INC COMMERCIAL CRA BROCK HAROLD JAMES C A C A A C A C A C A C A C A C C A A C 15 20 25 30 35 40 50 55 60 65 70 75 80 85 90 4 5 PI Sta 12+03.49 D L = 332.61' T = 166.36' R = 5,420.00' PI Sta 18+66.39 D L = 895.70' T = 496.65' R = 833.00' PI Sta 36+54.37 D L = 1,416.41' T = 738.10' R = 2,040.00' PI Sta 54+89.30 D L = 1,835.40' T = 1,156.62' R = 1,190.00' PI Sta 71+01.88 D L = 1,831.69' T = 933.80' R = 3,820.00' PI Sta 84+58.86 D L = 903.14' T = 459.10' R = 2,040.00' -Y1- CURVE DATA PI Sta 12+36.35 L = 444.93' T = 236.35' R = 533.00' D -Y2- CURVE DATA PI Sta 22+54.77 D L = 463.68' T = 232.01' R = 4,950.00' -Y2RPA- CURVE DATA PI Sta 15+74.18 D L = 310.99' T = 190.21' R = 214.00' PI Sta 11+92.68 D L = 383.97' T = 192.68' R = 1,840.00' -Y2RPD- CURVE DATA PI Sta 12+76.87 L = 550.95' T = 276.87' R = 2,240.00' D PI Sta 17+62.22 L = 333.40' R = 214.00' T = 211.27' D -Y3B- CURVE DATA PI Sta 12+80.77 D L = 379.52' T = 193.18' R = 825.00' -Y4- CURVE DATA PI Sta 14+59.23 D L = 358.33' T = 180.77' R = 1,100.00' -Y5- CURVE DATA PI Sta 10+33.72 D L = 17.45' T = 8.72' R = 1,000.00' PI Sta 12+13.20 D L = 170.40' T = 85.21' R = 5,000.00' PI Sta 15+12.73 D L = 147.77' T = 76.11' R = 250.00' -L- PC Sta. 10+37.13 -L- PRC Sta. 13+69.74 -L- PT Sta. 22+65.44 -L- PC Sta. 29+16.27 -Y2RPD- PT Sta. 18+84.35 -Y2RPA- PT Sta. 16+94.96 -Y2RPD- PCC Sta. 15+50.95 -Y2RPA- PRC Sta. 13+83.97 -Y2- PC Sta. 20+22.77 -Y2- PT Sta. 24+86.44 -Y2RPA- PC Sta. 10+00.00 -Y2RPD- PC Sta. 10+00.00 -Y2- POT Sta. 10+00.00 -L- PCC Sta. 43+32.68 -L- PRC Sta. 61+68.08 -L- PRC Sta. 79+99.77 -L- PT Sta. 89+02.91 -L- CURVE DATA GI L L I S HI L L R D. GI LL I S HI LL R D . P H I LL I P I C HU RC H R D . R O C K F I S H R D. L I ND S AY R D . S TEE P LE R UN DR . R O C K F I S H R D . L I N D S AY R D . E U L ON L OO P W H I TE P I N E D R . W E S T F I EL D DR . E A S T F I E L D DR . S ANDY B O TT O M L N. W I NDY P I NE S C T . W A LTE R DR . W A LTE R D R . B A R E F OO T R D. L I V E OAK D R . L I TTLE R O C K DR . R O C K F I S H R D. TIE TO U-5857 BEGIN PROJECT U-5707 TIE TO U-5798B END PROJECT U-5707 - L - - L - - Y 2 - - Y 2 R P A - - Y 2 R P D- - Y 3 - - Y 4 - - Y 6 - TRAFFIC VOLUME DATA 2040 2019 800 450 600 330 200 110 500 230 300 210 800 450 16,400 8,500 16,200 8,300 HILL RD. GILLIS HILL RD. GILLIS DR. STEEPLE RUN DR. STEEPLE RUN TRAFFIC VOLUME DATA 2040 2019 4,700 N/A 4,400 N/A 300 N/A 200 N/A 100 N/A 300 N/A 20,400 N/A 16,400 N/A HILL RD. GILLIS HILL RD. GILLIS LINDSAY RD. LINDSAY RD. TRAFFIC VOLUME DATA 2040 2019 19,700 N/A 10,800 N/A 8,500 N/A 600 N/A 600 N/A 1,600 N/A 22,400 N/A 20,100 N/A HILL RD. GILLIS HILL RD. GILLIS CHURCH RD. PHILLIPI CHURCH RD. PHILLIPI T O C A M D E N R D . T O US 401 TRAFFIC VOLUME DATA 2040 2019 13,600 N/A 6,200 N/A 6,000 N/A 1,100 N/A 600 N/A 3,100 N/A 20,100 N/A 20,400 N/A HILL RD. GILLIS HILL RD. GILLIS RD. ROCKFISH RD. ROCKFISH A B E R D EE N & R O C K F I S H R A I L R OAD - Y 1 - FIRE STATION ROCKFISH MOTORSPORTS ROCKFISH T O KO O NC E R D. T O KOON C E R D . AT ROCKFISH CHURCH OF GOD CHURCH BAPTIST TABERNACLE TECHNOLOGIES, INC. POLYMER TIE TO U-5858 AMERICA CONTRACTORS- CARPENTER L U MB E R R I V E R E MC P OW E R TO ROCKFISH RD. FROM BEGIN PROJECT RAILROAD ABERDEEN & ROCKFISH BRIDGE CROSSING TO END PROJECT FROM ROCKFISH RD. - Y 3 - T O S R 141 8 ( L I ND S AY R D . ) S R 1406 ( R O C K F I S H R D . ) G I LL I S H I LL R OAD E X TE N S I ON C ON C E P T 1 : T O S R 1 4 18 ( L I ND S AY R D . ) S R 1406 ( R O C K F I S H RD . ) G I LL I S H I LL ROA D E XT E N S I ON C ON C E P T 1 : TO SR 1418 (LINDSAY RD.) SR 1406 (ROCKFISH RD.) GILLIS HILL ROAD EXTENSION CONCEPT 1