M A T C HL I N E - Y 1 - S t a . 37 + 00 S EE R O LL 1 COMBINED PUBLIC HEARING MAP F. A. PROJECT STPIMS-040-1(188)42 WBS - 39970.1.1 (I-4759) M A T C H L I N E - Y 1 - S t a . 64 + 00 S EE R O LL 4 0' 100' 200' 50' 100' (ENGLISH) DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0' 100' 200' 50' 100' (ENGLISH) DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS C OM B I NE D P U B L I C H E A RI NG M A P ROLL 3 OF 4 F . A. P ROJ E C T S T P I M S - 040 - 1 ( 188 ) 42 W B S - 39970 . 1 . 1(I- 4759 ) C OM B I NE D P U B L I C H E A RI NG M A P ROLL 3 OF 4 B UNC OM B E C OUNT Y F . A. P ROJ E C T S T P I M S - 040 - 1 ( 188 ) 42 W B S - 39970 . 1 . 1(I- 4759 ) ROLL 3 OF 4 BUNCOMBE COUNTY B UNC OM B E C OUNT Y INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ROLL - 3 OF 4 ROLL - 3 OF 4 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION ROLL - 3 OF 4 ROLL - 3 OF 4 LEGEND PROPOSED TRAFFIC SIGNAL WETLAND LIMITS BOUNDARY HISTORIC PROPERTY BOUNDARY PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PROPERTY LINES C A C A CEMETERIES NOISE STUDY AREA EXISTING SIGNAL EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, STUDY AREA FUTURE AADT PRESENT AADT 2040 2012 SLOPE STAKES LEGEND PROPOSED TRAFFIC SIGNAL WETLAND LIMITS BOUNDARY HISTORIC PROPERTY BOUNDARY PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS PROPERTY LINES C A C A CEMETERIES NOISE STUDY AREA EXISTING SIGNAL EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY TO BE REMOVED AND GUTTER AND GUTTER LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, STUDY AREA FUTURE AADT PRESENT AADT 2040 2012 SLOPE STAKES HIGHWAY) AND MONTE VISTA RD (SR 1224) BETWEEN US 19/23/74 (SMOKEY PARK I-40/US-74 AND LIBERTY RD (SR 1228) H I GH W AY )AND M ONTE VI S T A RD ( S R 1224 ) B ET W EE N US 19 / 23 / 74 ( S M OKE Y P ARK I- 40 / US - 74 AND L I B E RT Y RD ( S R 1228 ) H I GH W AY )AND M ONTE VI S T A RD ( S R 1224 ) B ET W EE N US 19 / 23 / 74 ( S M OKE Y P ARK I- 40 / US - 74 AND L I B E RT Y RD ( S R 1228 ) HALF CLOVERLEAF HALF CLOVERLEAF HA L F C L O V E R L E A F HALF CLOVERLEAF HALF CLOVERLEAF HALF CLOVERLEAF H A L F C L O V E R L E A F 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 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 C A C A C A C A C A C A C A C A C A C A TO BE CLOSED EXISTING ROAD TO BE CLOSED EXISTING ROAD JACK E. & SANDI H. MORGAN STEVEN RAY O'KELLY ROY LEE O'KELLY W AYN E& M A R Y L ONG C A L D W ELL N . C . S T A TEH I GH W AY C O MM I SS I ON W AYN E& M A R Y L ONG C A L D W ELL W AYN E& M A R Y L ONG C A L D W ELL FREDDIE SAMS REBAR JULIA ROBERSON JULIA ROBERSON REBAR E L E V . 2196 . 54 ' 5 ' LE F T - B Y - S T A 56 + 01 . 00 B M # 2 ELEV. 2239.00' 114' RIGHT -BL STA 63+79.00 BM #3 ELEV. 2212.59' 117' RIGHT -BL- STA 9+71.00 BM #1 S 500 501 502 503 504 505 41 BY6-41 C C T T T C T C C T C T T T T T T T T T T T T C T T T C C T T T T T C C C T C JACK E. & SANDI H. MORGAN STEVEN RAY O'KELLY ROY LEE O'KELLY W AYN E& M A R Y L ONG C A L D W ELL N . C . S T A TEH I GH W AY C O MM I SS I ON W AYN E& M A R Y L ONG C A L D W ELL W AYN E& M A R Y L ONG C A L D W ELL FREDDIE SAMS REBAR JULIA ROBERSON JULIA ROBERSON REBAR E L E V . 2196 . 54 ' 5 ' LE F T - B Y - S T A 56 + 01 . 00 B M # 2 ELEV. 2239.00' 114' RIGHT -BL STA 63+79.00 BM #3 ELEV. 2212.59' 117' RIGHT -BL- STA 9+71.00 BM #1 S 500 501 502 503 504 505 41 BY6-41 C C T T T C T C C T C T T T T T T T T T T T T C T T T C C T T T T T C C C T C C F F F F C F C 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 F F F F F F F F C C C C C F F F F F C C C F F F F C C C C C C C C F F C F 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 F F F C F F F F C F C - Y 1 - 50 + 00 - Y 1 - 45 + 00 - Y 1 -40 +00 - S R 3 - 1 5 + 0 0 - S R 3 - 20 + 00 - S R 2 - 15 + 00 - L - 15 + 00 - L - 20 + 00 - L - 25 + 00 - L - 30 + 00 - L - 35 + 00 - L - 40 + 00 - L - 4 5 + 0 0 - L - 5 0 + 0 0 - L - 55 + 00 - L - 60 + 00 - L - 6 5 + 00 - L - 7 0 + 0 0 - Y 1 - 55 + 00 - Y 1 - 60 + 00 -Y1- STA. 49+60.19 +/- BEGIN BRIDGE 49.00' (LT) -Y1RPB- POT Sta. 10+00.00 -L- Sta. 24+45.29 = -DR1- Sta. 13+55.00 END CONSTRUCTION -L- Sta. 50+43.72 END WB CONSTRUCTION -Y1- STA. 51+93.45 +/- END BRIDGE -Y1RPB- ST Sta. 30+60.69 -Y1- POC Sta. 56+55.00 = -Y1LPB- ST Sta. 21+34.53 -Y1- POC Sta. 56+14.00 = -SR4- POT Sta. 10+00.00 BEGIN CONSTRUCTION -SR4- POT Sta. 13+07.68 -SR5- POT Sta. 10+00.00 -Y1- POC Sta. 62+01.67 = -SR5- PT Sta. 12+40.26 END CONSTRUCTION -L- Sta. 6+32.45 BEGIN EB CONSTRUCTION 49.00' (RT) -L- Sta. 23+47.45 -Y1RPC- ST Sta. 10+00.00 = -Y1RPC- ST Sta. 31+10.50 -Y1- POC Sta. 45+03.19 = -Y1LPC- ST Sta. 20+76.78 -Y1- POC Sta. 45+44.19 = 61.00 (RT) -Y1LPC- ST Sta. 10+00.00 -L- Sta. 42+94.62 = 49.00' (LT) -L- Sta. 41+48.72 -Y1LPB- ST Sta. 10+00.00 = - L - 10 + 00 15 20 3 0 15 30 20 15 15 20 25 2 0 25 C C C C C C C C C -DR4- Sta. 14+43.53 END CONSTRUCTION C F -SR3- POT Sta. 10+00.00 -SR2- POT Sta. 16+78.69 -Y1- Sta. 39+23.24 = C F F F F C F C 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 F F F F F F F F C C C C C F F F F F C C C F F F F C C C C C C C C F F C F 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 F F F C F F F F C F C - Y 1 - 50 + 00 - Y 1 - 45 + 00 - Y 1 -40 +00 - S R 3 - 1 5 + 0 0 - S R 3 - 20 + 00 - S R 2 - 15 + 00 - L - 15 + 00 - L - 20 + 00 - L - 25 + 00 - L - 30 + 00 - L - 35 + 00 - L - 40 + 00 - L - 4 5 + 0 0 - L - 5 0 + 0 0 - L - 55 + 00 - L - 60 + 00 - L - 6 5 + 00 - L - 7 0 + 0 0 - Y 1 - 55 + 00 - Y 1 - 60 + 00 -Y1- STA. 49+60.19 +/- BEGIN BRIDGE 49.00' (LT) -Y1RPB- POT Sta. 10+00.00 -L- Sta. 24+45.29 = -DR1- Sta. 13+55.00 END CONSTRUCTION -L- Sta. 50+43.72 END WB CONSTRUCTION -Y1- STA. 51+93.45 +/- END BRIDGE -Y1RPB- ST Sta. 30+60.69 -Y1- POC Sta. 56+55.00 = -Y1LPB- ST Sta. 21+34.53 -Y1- POC Sta. 56+14.00 = -SR4- POT Sta. 10+00.00 BEGIN CONSTRUCTION -SR4- POT Sta. 13+07.68 -SR5- POT Sta. 10+00.00 -Y1- POC Sta. 62+01.67 = -SR5- PT Sta. 12+40.26 END CONSTRUCTION -L- Sta. 6+32.45 BEGIN EB CONSTRUCTION 49.00' (RT) -L- Sta. 23+47.45 -Y1RPC- ST Sta. 10+00.00 = -Y1RPC- ST Sta. 31+10.50 -Y1- POC Sta. 45+03.19 = -Y1LPC- ST Sta. 20+76.78 -Y1- POC Sta. 45+44.19 = 61.00 (RT) -Y1LPC- ST Sta. 10+00.00 -L- Sta. 42+94.62 = 49.00' (LT) -L- Sta. 41+48.72 -Y1LPB- ST Sta. 10+00.00 = - L - 10 + 00 15 20 3 0 15 30 20 15 15 20 25 2 0 25 C C C C C C C C C -DR4- Sta. 14+43.53 END CONSTRUCTION C F -SR3- POT Sta. 10+00.00 -SR2- POT Sta. 16+78.69 -Y1- Sta. 39+23.24 = 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 TYPICAL SECTION SERVICE ROADS 8'-0" -SR- C L POINT GRADE 11'-0" TO 12'-0" VARIES 11'-0" TO 12'-0" VARIES 6'-0" 6'-0" T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S 8 % 2% 2% 8 % T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S 2% TO 6% VARIES SUPERELEVATION -SR5- CANNON RD -SR4- LIBERTY ROAD (SR 1228) -SR3- LIBERTY ROAD (SR 1228) -SR2- VALLEY VIEW DR -SR1- SR 1220 DOGWOOD RD TYPICAL SECTION SERVICE ROADS 8'-0" -SR- C L POINT GRADE 11'-0" TO 12'-0" VARIES 11'-0" TO 12'-0" VARIES 6'-0" 6'-0" T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S 8 % 2% 2% 8 % T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S 2% TO 6% VARIES SUPERELEVATION -SR5- CANNON RD -SR4- LIBERTY ROAD (SR 1228) -SR3- LIBERTY ROAD (SR 1228) -SR2- VALLEY VIEW DR -SR1- SR 1220 DOGWOOD RD ROGER D. & ANITA R. METCALF ANITA ROBINSON METCALF ROGER D. & ANITA ROBINSON METCALF JOE BURRELL JOHNSON JEFFREY EUGENE STANLEY ROBERT L. & CATHERINE JAMES LARRY D. & RUTH J. KENT GINA H. BANKS BRENDA L. HYATT DANIEL E. FARLOW PATRICK V. & GWENDOLYN SACCHI JERRY M. & DENA SINGLETON MICHAEL S. & KIMBERY H. DAWSON KENNETH R. & ROSEANNE M. COOK BRYAN & TALETHA CLARK JAMES TRACY ROSENBORUGH ELSA A. PADGETT THELMA BURLSON WILLIAM R. & JACQUELINE S. BLANTON FRANCIS ASBURY UNITED METHODIST CHURCH GEORGE E. & ELLA S. COOK GEORGE E. & ELLA S. COOK GEORGE E. & ELLA S. COOK JACK E. & SANDI H. MORGAN ROGER D. & ANITA R. METCALF TONY M. & KATHRYN E. BROWN BURGIN A. & PHYLLIS PATTON JACK E. MORGAN ROY LEE O'KELLY ROY LEE O'KELLY MORRIS C. & VICKIE CHILDERS CHRISTI R. KENDALL GRACE J. ROGERS SLUDER ANITA ROBINSON METCALF JILL McELREATH JACK T. & TAMARA S. TWEED AUDRY L. & JANICE YOUNG FARMER KATHY L. & PAUL E. YOUNG WALTER R. RUSSELL LIVING TRUST PAUL E. YOUNG CARRIE H. & JOHN R. STEVENS HAROLD R. & BERNICE H. BUHL JOYCE M. YOUNG JOYCE M. YOUNG CHARLES WAYNE YOUNG MELVIN E. & AMANDA MORTON VINCENT P. & SAMANTHA M. CHARBONNEAU EDWARD J. & ALICE G. WHITE KATIE M. SILVER JASON & REAGAN RICE AMANDA ROBERSON DAVID DWIGHT HOLCOMBE AUD R A S H E R EET HO M PS ON DAVID C. & MILLIE J. GREENE M A TT H E W D . & ANG ELL A B . P O L S ON DAVID S. KOPELSON & WILLIAM ROE TED T. & LINDA P. WELLS MARTIN FAMILY IRREVVOCABLE TRUST MICHAEL K. & CARLA M. MARLER MARY JOANE YOUNG BETTY C. HARKINS ROBERT M. & BILLIE P. LEWIS OLGA FURTUNA HOLLI K. & ARTHETR J. LEDFORD ERNEST & RONALD RIDDLE, ETAL DANIEL D. & JENNIFER M. ANDERSON MICHAEL KERRY KLUTZ ROGER D. & ANITA R. METCALF & GEORGE E. & ELLA S. COOK W A LTE RS . & P E NNY S . C A R TE R JANICE L. STAGGS JACK M. & R O B E R T M . & B I LL I EP . LE W I S 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 BETTY C. HARKINS BETTY C. HARKINS MARY JOANE YOUNG ROBERT W. & KATHERINE L. PENLAND MICHAEL E. & LINDA CONRAD KENNETH W. CONRAD LARRY V. & BRENDA F. TWEED ROY LEE & SUE REEVES MORRISON SUE REEVES MORRISON ROY LEE & LARRY D. & GRETCHEN HOLCOMBE ZACHARY & ELIZABETH P. WILKINS JANICE JEAN HONEYCUTT DONALD RUSSEL & 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 ANITA ROBINSON METCALF ANITA ROBINSON METCALF GLADYS B. MILLER, CAROLYN B. STEWART & BENJAMIN F. BALL, JR., trustees of the MERLE FLYNN BALL 2012 IRREVOCABLE TRUST GLADYS B. MILLER, CAROLYN B. STEWART & BENJAMIN F. BALL, JR., trustees of the MERLE FLYNN BALL 2012 IRREVOCABLE TRUST GLADYS B. MILLER, CAROLYN B. STEWART & BENJAMIN F. BALL, JR., trustees of the MERLE FLYNN BALL 2012 IRREVOCABLE TRUST FRANCIS ASBURY UNITED METHODIST CHURCH 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 JOEL C. & JENNIFER A. McVEY DONALD H. & TERRY L. RICE MARCIA L. HIPPS MICHAEL D. & DOUGLAS R. 7 PAULINE P. JOHNSON CHRISTINA W. BRYANT DARYL AUSTIN & PROPERTY OWNERS ROGER D. & ANITA R. METCALF ANITA ROBINSON METCALF ROGER D. & ANITA ROBINSON METCALF JOE BURRELL JOHNSON JEFFREY EUGENE STANLEY ROBERT L. & CATHERINE JAMES LARRY D. & RUTH J. KENT GINA H. BANKS BRENDA L. HYATT DANIEL E. FARLOW PATRICK V. & GWENDOLYN SACCHI JERRY M. & DENA SINGLETON MICHAEL S. & KIMBERY H. DAWSON KENNETH R. & ROSEANNE M. COOK BRYAN & TALETHA CLARK JAMES TRACY ROSENBORUGH ELSA A. PADGETT THELMA BURLSON WILLIAM R. & JACQUELINE S. BLANTON FRANCIS ASBURY UNITED METHODIST CHURCH GEORGE E. & ELLA S. COOK GEORGE E. & ELLA S. COOK GEORGE E. & ELLA S. COOK JACK E. & SANDI H. MORGAN ROGER D. & ANITA R. METCALF TONY M. & KATHRYN E. BROWN BURGIN A. & PHYLLIS PATTON JACK E. MORGAN ROY LEE O'KELLY ROY LEE O'KELLY MORRIS C. & VICKIE CHILDERS CHRISTI R. KENDALL GRACE J. ROGERS SLUDER ANITA ROBINSON METCALF JILL McELREATH JACK T. & TAMARA S. TWEED AUDRY L. & JANICE YOUNG FARMER KATHY L. & PAUL E. YOUNG WALTER R. RUSSELL LIVING TRUST PAUL E. YOUNG CARRIE H. & JOHN R. STEVENS HAROLD R. & BERNICE H. BUHL JOYCE M. YOUNG JOYCE M. YOUNG CHARLES WAYNE YOUNG MELVIN E. & AMANDA MORTON VINCENT P. & SAMANTHA M. CHARBONNEAU EDWARD J. & ALICE G. WHITE KATIE M. SILVER JASON & REAGAN RICE AMANDA ROBERSON DAVID DWIGHT HOLCOMBE AUD R A S H E R EET HO M PS ON DAVID C. & MILLIE J. GREENE M A TT H E W D . & ANG ELL A B . P O L S ON DAVID S. KOPELSON & WILLIAM ROE TED T. & LINDA P. WELLS MARTIN FAMILY IRREVVOCABLE TRUST MICHAEL K. & CARLA M. MARLER MARY JOANE YOUNG BETTY C. HARKINS ROBERT M. & BILLIE P. LEWIS OLGA FURTUNA HOLLI K. & ARTHETR J. LEDFORD ERNEST & RONALD RIDDLE, ETAL DANIEL D. & JENNIFER M. ANDERSON MICHAEL KERRY KLUTZ ROGER D. & ANITA R. METCALF & GEORGE E. & ELLA S. COOK W A LTE RS . & P E NNY S . C A R TE R JANICE L. STAGGS JACK M. & R O B E R T M . & B I LL I EP . LE W I S 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 BETTY C. HARKINS BETTY C. HARKINS MARY JOANE YOUNG ROBERT W. & KATHERINE L. PENLAND MICHAEL E. & LINDA CONRAD KENNETH W. CONRAD LARRY V. & BRENDA F. TWEED ROY LEE & SUE REEVES MORRISON SUE REEVES MORRISON ROY LEE & LARRY D. & GRETCHEN HOLCOMBE ZACHARY & ELIZABETH P. WILKINS JANICE JEAN HONEYCUTT DONALD RUSSEL & 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 ANITA ROBINSON METCALF ANITA ROBINSON METCALF GLADYS B. MILLER, CAROLYN B. STEWART & BENJAMIN F. BALL, JR., trustees of the MERLE FLYNN BALL 2012 IRREVOCABLE TRUST GLADYS B. MILLER, CAROLYN B. STEWART & BENJAMIN F. BALL, JR., trustees of the MERLE FLYNN BALL 2012 IRREVOCABLE TRUST GLADYS B. MILLER, CAROLYN B. STEWART & BENJAMIN F. BALL, JR., trustees of the MERLE FLYNN BALL 2012 IRREVOCABLE TRUST FRANCIS ASBURY UNITED METHODIST CHURCH 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 JOEL C. & JENNIFER A. McVEY DONALD H. & TERRY L. RICE MARCIA L. HIPPS MICHAEL D. & DOUGLAS R. 7 PAULINE P. JOHNSON CHRISTINA W. BRYANT DARYL AUSTIN & PROPERTY OWNERS NOISE STUDY AREA BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL. TRAFFIC NOISE ABATEMENT POLICY. IF THESE CRITERIA ARE MET, MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN THE NCDOT TO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONS DETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGN WHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORE THE LABELED AREAS INDICATE NOISE STUDY LOCATIONS FOR BEING LIMITED TO INTERCHANGES. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS NOTE: DATE TAKEN - MARCH 2015 SOURCE - NC ONE MAP AERIAL IMAGERY: Max. Superelev. Design Speed Functional Class. = 0.06 = 50 mph = Minor Arterial DESIGN DATA -Y1- LIBERTY RD NOISE STUDY AREA BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL. TRAFFIC NOISE ABATEMENT POLICY. IF THESE CRITERIA ARE MET, MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN THE NCDOT TO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONS DETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGN WHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORE THE LABELED AREAS INDICATE NOISE STUDY LOCATIONS FOR BEING LIMITED TO INTERCHANGES. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS NOTE: DATE TAKEN - MARCH 2015 SOURCE - NC ONE MAP AERIAL IMAGERY: Max. Superelev. Design Speed Functional Class. = 0.06 = 50 mph = Minor Arterial DESIGN DATA -Y1- LIBERTY RD WLB WLB SHOULDER EXIST SHOULDER EXIST 18'-0" WBL EBL 12'-0" 14'-0" 12'-0" 14'-0" 44'-0" -L- (I-40) C L GRADE POINT GRADE POINT AUX. LANE 12'-0" AUX. LANE 12'-0" 4 LANE SECTION TYPICAL SECTION OF I-40 8 % 2% TO 6% VARIES SUPERELEVATION 12'-0" 12'-0" 2% TO 6% VARIES SUPERELEVATION 8 % T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S 12'-0" 12'-0" 2 % ( T Y P . ) 2 % ( T Y P . ) 2 % ( T Y P . ) 2 % ( T Y P . ) 12'-0" 12'-0" 4'-0" 18'-0" TYPICAL SECTION OF RAMPS 4'-0" 4'-0" 14'-0" -I-40 RAMP- C L GRADE POINT T O 2 : 1 M AX . 6 : 1 M I N . VA R I E S T O 2 : 1 M AX . 6 : 1 M I N . VA R I E S T O 4 : 1 M AX . 6 : 1 M I N . VA R I E S 2% 4 % 4 % 8 % 8 % 2% TO 8% VARIES SUPERELEVATION 12'-0" 14'-0" 18'-0" 2'-6" 1'-0" TYPICAL SECTION OF LOOP B 12'-0" to 6'-0" VARIES 4'-0" 12'-0" GRADE POINT C L C L T O 2 : 1 M AX . 6 : 1 M I N . VA R I E S 4 % 2% 4 : 1 2% T O 4 : 1 M AX . 6 : 1 M I N . VA R I E S 2% TO 8% VARIES SUPERELEVATION I-40 -LOOP B- 12'-0" 14'-0" 18'-0" 2'-6" 1'-0" TYPICAL SECTION OF LOOP C 4'-0" 12'-0" GRADE POINT I-40 -LOOP C- L C 12'-0" T O 2 : 1 M AX . 6 : 1 M I N . VA R I E S T O 4 : 1 M AX . 6 : 1 M I N . VA R I E S 2% 4 % 8 % 2% 2% T O 4 : 1 M AX . 6 : 1 M I N . VA R I E S 2% TO 8% VARIES SUPERELEVATION 12'-0" 4'-0" 4'-0" 3 LANE SECTION LIBERTY ROAD (SR 1228) TYPICAL SECTION OF Y-LINE 12'-0" 12'-0" 12'-0" -Y1- C L GRADE POINT 8'-0" 8'-0" 8 % 8 % T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S 2% TO 6% VARIES SUPERELEVATION 2% TO 6% VARIES SUPERELEVATION 2 % ( T Y P . ) 2 % ( T Y P . ) TYPICAL SECTION FOR DRIVEWAY 9'-0" 9'-0" 5'-0" -DR1- & -DR4- C L POINT GRADE 3'-0" 3'-0" 8 % 8 % T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S 2% 2% 4'-0" 4'-0" 12'-0" 12'-0" -Y1- C L GRADE POINT 8'-0" 8'-0" 2 LANE SECTION LIBERTY ROAD (SR 1228) TYPICAL SECTION Y-LINE 8 % 2% T O 3 : 1 M AX . 6 : 1 M I N . VA R I E S T O 3 : 1 M A X . 6 : 1 M I N . VA R I E S T O 3 : 1 M AX . 6 : 1 M I N . V A R I E S 2% 2% 8 % 2% 8'-0" 52'-0" CLEAR ROADWAY 55'-3" -Y1- C L POINT GRADE 12'-0" 12'-0" 12'-0" 8'-0" 8'-0" 3 LANE BRIDGE SECTION LIBERTY ROAD (SR 1228) BRIDGE TYPICAL SECTION Y-LINE 2 % ( T Y P . ) 2 % ( T Y P . ) 2% TO 6% VARIES SUPERELEVATION 2% TO 6% VARIES SUPERELEVATION v v v v v v v v v v v v v v v v v v v v v v L I TTLE P O LE CR EE K L I TTLE P O LE CR EE K YO UNG B R ANCH YOU NG BR ANC H YO UNG BR ANCH L I TTLE P O LE CR EE K L I TTLE P O LE CR EE K YO UNG B R ANCH YOU NG BR ANC H YO UNG BR ANCH -L- Sta. 67+75.00 EB CONSTRUCTION END TIP I-4759 -L- Sta. 14+90.00 BEGIN WB CONSTRUCTION BEGIN TIP I-4759 -L- Sta. 67+75.00 EB CONSTRUCTION END TIP I-4759 -L- Sta. 14+90.00 BEGIN WB CONSTRUCTION BEGIN TIP I-4759 SR 1226 (RHINEHART RD) W H I SP E R I NG OAK SR D S R 1234 ( A S B UR Y R D) S R 1234 ( A S B U R Y R D ) ( S R 1228 ) - S R 4 - E X I S T L I B E R T Y R D - S R 5 - C ANAAN D R - S R 5 - CANAAN DR - S R 1 - DOGW OOD R D ( S R 1220 ) 24 ' 120 ' 20 ' 60 ' 24 ' 120 ' 16 ' 24 ' 24 ' -L- I-40 (US 74) - L -I- 40 ( U S 74 ) 120 ' 60 ' 11 ' 36 ' 24 ' 24 ' 16 ' 17 ' 12 ' 12 ' 12 ' 18 ' 16 ' 36 ' 24 ' 60 ' 24 ' 24 ' 24 ' 60 ' 60 ' 24 ' 24 ' 16 ' 17 ' 24 ' 12 ' 12 ' 12 ' 12 ' VA R I E S 16 ' 36 ' 60 ' ( S R 1228 ) - Y 1 - P R O P O S E D L I B E R T Y R D ( O L D L I B E R T Y R D) O L D S R 1228 VA LLE Y V I E W D R ( S R1228 ) - S R 3 - E X I S T L I B E R T Y R D ( S R 1228 ) - Y 1 - P R O P O S E D L I B E R T Y R D V I E W D R P R O P O S E D VA L LE Y 9 0 ' 90 ' 55' 9 ' 18 ' 82 ' 40 ' 18 ' 18 ' 60 ' 60 ' 60 ' 11 ' 30 ' 30 ' 30 ' 16 ' 9 ' 15 ' 13 ' 24 ' 16 ' 15 ' 107 ' 126 ' 2040 AADT 2012 AADT 1,700 1,500 300 200 1,400 1,300 15,000 10,000 13,900 8,900 (SR 1228) EXISTING LIBERTY RD (SR 1228) PROPOSED LIBERTY RD (SR 1228) PROPOSED LIBERTY RD 1228) AND EXISTING LIBERTY RD (SR 1228) INTERSECTION OF PROPOSED LIBERTY RD (SR 2040 AADT 2012 AADT 6,400 4,000 2,700 2,200 76,900 56,600 10,800 7,800 1,300 1,000 65,500 48,200 800 600 15,000 10,000 US 74 I-40 / US 74 I-40 / (SR 1228) PROPOSED LIBERTY RD (SR 1228) PROPOSED LIBERTY RD LIBERTY RD (SR 1228) INTERCHANGE OF I-40 / US 74 AND PROPOSED OAK S R D T A LL 90 42 41 40 39 38 34 37 36 35 79 80 81 82 87 88 86 85 84 83 50 51 52 53 54 48 47 55 58 57 56 46 45 60 59 61 62 43 44 89 92 91 94 93 95 63 64 65 66 67 68 69 70 71 73 74 75 72 76 77 125 123 122 120 118 119 115 113 110 109 107 106 104 105 103 101 102 100 99 97 98 96 78 108 111 112 116 117 121 124 126 114 49 90 42 41 40 39 38 34 37 36 35 79 80 81 82 87 88 86 85 84 83 50 51 52 53 54 48 47 55 58 57 56 46 45 60 59 61 62 43 44 89 92 91 94 93 95 63 64 65 66 67 68 69 70 71 73 74 75 72 76 77 125 123 122 120 118 119 115 113 110 109 107 106 104 105 103 101 102 100 99 97 98 96 78 108 111 112 116 117 121 124 126 114 49