WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB WLB MATCHLINE TO ROLL 10 DESIGN PUBLIC MEETING MAP F. A. PROJECT STPNHF-F-8-2(17) ROLL 9 OF 11 DESIGN PUBLIC MEETING MAP F. A. PROJECT STPNHF-F-8-2(17) ROLL 9 OF 11 LEGEND 2030 2010 TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY ALL EASEMENTS PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS TO BE REMOVED AND GUTTER LAKES, RIVER, STREAMS AND PONDS EXISTING CONTROL OF ACCESS PRESENT ADT FUTURE ADT PROPERTY LINES C A C A WETLAND LIMITS BOUNDARY P L PROPOSED LIMITED CONTROL OF ACCESS C A 0’ 200’ 400’ 100’ 200’ (ENGLISH) C:\NCDOT_V8_WORKSPACE C:\NCDOT_V8_WORKSPA NCDOT RDU PLOT CONTROL DATA: DESIGN PUBLIC MEETING MAP F. A. PROJECT STPNHF-F-8-2(17) ROLL 9 OF 11 BYRD ELLIOTT C BYRD JANE COPELAND LINDA OATES JIMMY PETERSON KIMBERLY D COLLINS WALTER PERCY JR BASS HARVEY JAMES SEWARD ROBERT LEONARD MCLAMB ROBERT GLENN MCLAMB JUANITA G PARKER, HERBERT G PARKER, JUDY BARBER MELVIN JESSIE CAROL HUDSON, RAYMOND JACKIE SMITH-VANN BERNITA F HERRING, JEROME A. JUSTICE R C JR COATS CHARLES LINWOOD COATS CHARLES LINWOOD COATS BRENDA M RUDD, WILLIAM R RUDD, DOROTHY TEW JAMES RUFUS GUPTON MICHAEL W GUPTON SANDRA TODD BILLY RAY TODD GLENDA S MATTHEWS, LEE T MATTHEWS, CHRISTINE C MATTHEWS, LEE T MATTHEWS, CHRISTINE C COATS CHARLES LINWOOD COATS BRENDA M PARKER DORIS PETERSON BYRD ELLIOTT C BYRD JANE SIMMONS CURLEY RAY TAYLOR VENESSA SIMMONS POLLOCK R A & CELESTEEN POLLOCK JEAN ELLEN POLLOCK KENNETH ALLEN GAINEY GAIL R HINSON WILLIAM H & JANICE F SMILING GLADYS FAYE SIMMONS BARBER RONALD & SANDRA SIMMONS JOSEPH K & JOANNE STANLEY,SHIRLEY FAYE TRUSTEESTANLEY,ASHLEY RACHEL (MINOR HINSON WILLIAM H & JANICE F FAIRCLOTH PRESTON JR FAIRCLOTH TED M FAIRCLOTH LOIS HARGROVE SOUTHERLAND RAEFORD PEARSON LLOYD EDWARD MATTHIS CHARLES LEE SIMMONS HAROLD D SIMMONS PATSY ALLEN SIMMONS SAMMY SIMMONS JAMES EARL WILLIAMS JAMES CLAY WILLIAMS FELICIA M SMITH DEE PETERSON & JEFFREY B PETERSON DANIEL JEFFERSON & ANN WALSTON SMITH JOHNNY LEE SMITH NAOMI WRIGHT, CAREEN BROWN COPELAND, BENJAMIN H.AND DORA E COPELAND CHARLIE JR WILLIAMSON HAMPTON BASS HORACE BASS DEBRA WALKER, HAROLD L SR WALKER, SHIRLEY GREEN, PATRICIA MURPHY, LEONARD A MURPHY, LINETTE GRICE SAMMONS, DARIUS JENKINS III BARDEN, EDDIE LEE PHILLIPS, LOVISTINE HART, BETTY JEAN SPELL, RAYMOND PAUL JENKINS, DIANE PALENCIA, CANDELARIA NUNEZ UNDERWOOD, ARTHUR L JR. FAISON, JAMES FRANKLIN FAISON, DOROTHY THORNTON LOGGING COMPANY MCGEE, HARRIET TATUM, ALBERT THEODORE TATUM, WANDA CHARLENE HOPE, SAMUEL J HOPE, JOHN R ELMORE, RICHARD GRAHAM ELMORE, BETTY ANN WRIGHT, HELEN D ROGERS, PEGGY A SECTON, JOHN, L.L.C. a N.C. LLC HART, JOHN ALFRED HART, LISA ANN KILLETTE, DONNIE THORNTON STANLEY, THOMAS EDWIN STANLEY, SHIRLEY FAYE WESTON, REGGIE BRITT, ASHLEY NEWKIRK, ELVIE J BOWLES PEGGY W BONEY SALOMAA RICHARD H SALOMAA BILLIE END PROJECT R-2303E BEGIN PROJECT R-2303F PI Sta 44+07.99 = 18%%d 54’ 46.6" (LT) D D = 1%%d 30’ 28.0" L = 1,254.35’ T = 632.93’ PIs Sta 50+96.08 F s = 1%%d 30’ 28.0" Ls = 200.00’ LT = 133.34’ PIs Sta 70+57.88 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PI Sta 75+09.41 = 14%%d 37’ 15.5" (LT) D D = 1%%d 54’ 35.5" L = 765.55’ T = 384.87’ R = 3,000.00’ PIs Sta 79+56.77 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PIs Sta 87+58.11 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PI Sta 94+38.94 = 23%%d 08’ 23.7" (RT) D D = 1%%d 54’ 35.5" L = 1,211.60’ T = 614.17’ R = 3,000.00’ PIs Sta 101+03.05 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PIs Sta 37+08.40 F s = 1%%d 30’ 28.0" Ls = 200.00’ LT = 133.34’ ST = 66.67’ R = 3,800.00’ ST = 66.67’ -L1- FALL 2008 FALL 2008 FALL 2008 PROJECT 34416.1.1 (R-2303) PROJECT 34416.1.1 (R-2303) PROJECT 34416.1.1 (R-2303) NC 24 FROM WEST OF SR 1006 (CLINTON RD) IN CUMBERLAND COUNTY TO I-40 NEAR WARSAW IN DUPLIN COUNTY NC 24 FROM WEST OF SR 1006 (CLINTON RD) IN CUMBERLAND COUNTY TO I-40 NEAR WARSAW IN DUPLIN COUNTY NC 24 FROM WEST OF SR 1006 (CLINTON RD) IN CUMBERLAND COUNTY TO I-40 NEAR WARSAW IN DUPLIN COUNTY CUMBERLAND, SAMPSON, & DUPLIN COUNTIES PROPOSED FULL CONTROL OF ACCESS CUMBERLAND, SAMPSON, & DUPLIN COUNTIES CUMBERLAND, SAMPSON & DUPLIN COUNTIES R-2303E R-2303E R-2303E REFER TO ROLL 8 C A C A C A C A C A C A C A C A C A C A C A 26.5’ BST SASSER RD 21.5’ BST 8.9’ SOIL 13.4’ SOIL SR 1935 CECIL ODIE RD 24.2’ BST 9.5’ SOIL 14.7’ CONC ANGELA LN 13.8’ CONC ANGELA LN 11.4’ SOIL 13.3’ SOIL FRIENDSHIP LN 16.7’ SOIL 9.4’ SOIL 9.1’ SOIL 16.7’ SOIL 11.2’ CONC W SASSER RD 21.5’ BST 26.4’ BST 14.0’ CONC 8.9’ SOIL SR 1935 CECIL ODIE RD 20.3’ BST 22.0’ BST 153.3 WE SOIL 17.8’ SOIL 10.9’ SOIL 23.7’ SOIL 14.5 GR 17.4’ SOIL 15.0’ CONC 12.6’ CONC 11.1’ SOIL 11.1’ SOIL 10.1’ SOIL 14.5’ SOIL SR 1116 PEARSON RD 20.0’ BST W W 11.8’ SOIL JANICE LN 21.5’ SOIL 9.5’ SOIL 10.3’ SOIL 15.7’ SOIL 7.9’ SOIL W 15.7’ SOIL 13.3’ SOIL SR 1935 CECIL ODIE RD 24.2’ BST 8.2’ GR W 8.8’ SOIL W 13.2’ GR 12.9’ SOIL 14.3’ SOIL W CLYDE LN 16.8’ SOIL SR 1957 RICE 15.5’ BST 120.2 125.5 122.9 125.7 139.8 149.5 WE WE WE WE WE WE 17.2’ SOIL 23.2’ BST 14.7’ SOIL 14.3’ CONC US 421 26.5’ BST US 421 26.5’ BST CONC SR 1934 BYRD YANCEY BASS RD 19.1’ BST SOIL 15.0’ US 421 TAYLOR’S BRIDGE 28.5’ BST US 421/701 32.5’ BST 14.0’ SOIL 13.1’ SOIL 17.9’ SOIL 18.3’ RAMP 19.7’ RAMP 15.8’ SOIL US 701 23.7’ BST 16.4’ SOIL 16.2’ SOIL 11.5’ SOIL 19.6’ SOIL 136.6 130.9 WE WE 12.8’ SOIL BST US 421 32.5’ BST US 701 BUS / SE BLVD 25.0’ BST SOIL R/W R/W R/W R/W R/W R/W R/W R/W ROYAL A D JR JAMES F MOORE R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W PARKER JUDY BARBER HERBERT G R/W R/W R/W R/W R/W R/W RAYNOR, MARK DOUGLAS RAYNOR, LYNN JACKSON GUZMAN, VICTOR M GUZMAN, GARCIELA R ASHLEY JAMES ASHLEY ALECIA S STANLEY, THOMAS E SR BURNS, BRIDGET WARREN LORI PETERSON & WILLIAM OXENDINE MAGALENE SIMMONS EUNICE M SIMMONS MOORE HENRY E III MOORE HENRY ELLIOTT JR FUTRELL MARY ROBERTA MAY MOORE JESSE W MOORE JAMES F JR CHESNUTT JAMES A CHESNUTT CHARLES MOORE MOORE JAMES FRANKLIN JR POOLE MARY F KING, SHIRLEY FAYE HALES, ELBRIDGE ALEX HOPE, BOBBY R HOPE, CONNIE R BARBER HELEN MOORE BALLARD MARY UPCHURCH SUTTON, KENNETH MAC PETERSON, DANIEL JEFFERSON CLINTON BAPTIST TEMPLE SANCHEZ, EMILIANO RAYNOR MARK DOUGLAS CLINTON CHRISTIAN CENTER BARTS ROMIE MRS ESTATE BARTS ROMIE MRS. ESTATE KENAN FAMILY LIMITED PARTNER CLACK WELDON A KENAN FAMILY LIMITED PARTNER SH MCLAMB ROBERT GLENN WILLIAMSON MICHAEL L WILLIAMSON, MICHAEL L HOLTON, ALTHEA OLIVER MALPASS CHARLES BERT ELMORE, RICHARD GRAHAM ELMORE, BETTY ANN COLLINS JOYCE B COLLINS W P BISSETTE-ROYAL FARMONG CO COTTLE, WILLIAM T JR COTTLE, PEGGY B BYRD EDWARD COLLINS JOYCE B COLLINS W P COLWELL JAMES H YANCEY DIXIE C COLWELL DELIA BOYKIN, ROBERT A BOYKIN, JOSEPH L POWELL EDDIE DAVIS EDWARDS, PATRICIA ANNE FAISON WELLIE A RAISON ANNIE M VANN OLIVER BYRD ELLIOTT C BYRD JANE FRYAR EVELYN WYNN, DESNEE ARNEZ WILLIAMSON JAMES W HOPE, SAMUEL J HOPE, JOHN R PIERCE JAMES RANDOLPH PIERCE LINDA POOLE T AND W DEVELOPMENT TEW, WOODY ELWOOD TEW, EUGINA C COLWELL EARL J BYRD ELLIOTT C BYRD JANE BYRD ELLIOTT C BYRD JANE JACOBS CHARLES S FREEMAN, ESSIE MARIE CALDWELL DAVID O OLIVER, LATISHA V EDWARDS, PATRICIA ANNE BASS, HORACE JR BASS, DEBRA BASS ELIZABETH W PARKER JAMES H SAMPSON JANICE Y ROBINSON JOHN ROBINSON MACYRINE MATHIS EVELYN JANE SASSER TONIA POPE, GASTER THURMAN J JR & LAURA H, KING JACKIE ALLEN & MARY LOUISE, TUTTLE LESLIE G & MARSHA, HENDERSON RICHARD D & RUBY, SASSER VESTER EDWARD BEST DAVID L JACKSON, JAMES PETERSON DEVELOPMENT CORP POOLE, MARY F. COTTLE WILLIAM T JR COTTLE PEGGY B ROYAL A D JR JAMES F MOORE 105+00 100+00 95+00 90+00 85+00 75+00 70+00 65+00 60+00 55+00 50+00 45+00 40+00 35+00 30+00 25+00 20+00 15+00 10+00 80+00 F F C C C C F F F F F F C C C C C F F F C C C F F F F C F F C C C C C C C F F F F F F C C C C F F C F F F F F F F F F F F F F F F C F F F F F F C C C C C C C C C C C C C F F F F F F C C F F F C 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 F F F F F F F F F F F F C C C C C C C C C C C F 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 C F F F C C F F F F F F F F F F F F F F C C C F C F F C C F C PI Sta 44+07.99 = 18%%d 54’ 46.6" (LT) D D = 1%%d 30’ 28.0" L = 1,254.35’ T = 632.93’ PIs Sta 50+96.08 F s = 1%%d 30’ 28.0" Ls = 200.00’ LT = 133.34’ PIs Sta 70+57.88 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PI Sta 75+09.41 = 14%%d 37’ 15.5" (LT) D D = 1%%d 54’ 35.5" L = 765.55’ T = 384.87’ R = 3,000.00’ PIs Sta 79+56.77 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PIs Sta 87+58.11 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PI Sta 94+38.94 = 23%%d 08’ 23.7" (RT) D D = 1%%d 54’ 35.5" L = 1,211.60’ T = 614.17’ R = 3,000.00’ PIs Sta 101+03.05 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PIs Sta 37+08.40 F s = 1%%d 30’ 28.0" Ls = 200.00’ LT = 133.34’ ST = 66.67’ R = 3,800.00’ ST = 66.67’ -L1- TS Sta. 35+75.06 -L1- SC Sta. 37+75.06 -L1- CS Sta. 50+29.41 -L1- ST Sta. 52+29.41 -L1- TS Sta. 69+24.54 -L1- SC Sta. 71+24.54 -L1- CS Sta. 78+90.09 -L1- ST Sta. 80+90.09 -L1- SC Sta. 88+24.77 -L- C C -L1- TS Sta. 86+24.77 F C -L1- POT Sta. 10+00.00 -L1- ST Sta. 102+36.37 -L1- CS Sta. 100+36.37 F F C 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 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 421 421 701 701 701 421 24 24 24 24 S B 1SBKD MTL CAN S HTR HTR S 1SBKD S B 1SBKD HTR HTR HTR HTR 1SBKD S HTR HTR S S S G SILO 1SFD 1SFD HTR B S S HTR 2SBKD S HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR S S S HTR S 1SFD 1SFD 1SFD B B B ABAND 1SFD MTL CAN 2SFD S S G S S S B S HTR B G 1SBKD 1SBKD S G S S G S 1SBKD G HTR S B B 1SBKD S S S S S S 1SBKD CHURCH CLINTON CHRISTIAN CENTER 1SBKD 1SBKD S G B S S S S 1SBKD S S S MTL CAN HTR HTR 1SBKD 1SBKD HTR HTR HTR HTR HTR HTR S S 1SBKD 1SBKD B B 1SBKD B S 1SBKD G 1SBKD HTR MTL CAN S S HTR S POOL POOL HOUSE ABAND SFD B B S B 1SFD 2SFD 1SMASD S 1SMTL BUS 2SBKD S S MTL CAN S ABAND B 1SBKD S S 1SFD BUS 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD W/CAN 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 1SFD 2SFD 2SFD 2SFD G B B S S S S S B B B MTL CAN B B S S MTL 2SFD 2SFD 1SFD ABAND 1SBLKD BUS 1SFD HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR HTR G S HTR HTR HTR HTR HTR HTR HTR HTR S S WLB DESIGN DATA Functional Class. Design Speed Max. Superelev. = Arterial = 60 mph = 0.08 2030 ADT 800 400 -100 260 -100 -100 NC 24 NC 24 -L1- -L1- SR 1935 SR 1935 12800 NC 24 & SR 1935 (CECIL ODIE RD.) FULL CONTROL OF ACCESS WHERE POSSIBLE 800 FT. MINIMUM 800 FT. MINIMUM FULL CONTROL OF ACCESS WHERE POSSIBLE C A C A C A C A DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS NOTE: NO LEFT TURNS WILL BE PERMITTED FROM SIDE STREETS. 8400 8320 400 480 -100 -100 -100 -100 2010 ADT 13200 2030 ADT 1600 1800 800 NC 24 NC 24 -L1- -L1- 20600 SR 1934 2010 ADT 13200 11000 .08 24’ 10’ 30’ 4’ 46’ 6:1 6:1 24’ 6’ 6’ 10’ 15’ 10’ L 4’ FDPS -L- PROPOSED NC 24 TYPICAL SECTION .02 .02 C GRADE POINT GRADE POINT 13’ W/GR 4’ FDPS FDPS .08 4’ FDPS .08 6:1 6:1 6’ 3:1 VAR. VAR. 6:1 3:1 .08 .025 .025 NOTE: All new location sections will be designed with Limited Control of Access. Limited Control of Access is defined as connections to a facility provided only via ramps at interchanges (major crossings) and at-grade intersections (minor crossings and service roads). No private driveway connections will be allowed. NOTE: All sections following the existing alignment will be designed with Partial Control of Access. Partial Control of Access is defined as one access point per parcel. For properties with large road frontages (for example, 2000 feet or more), an additional access point may be considered. For properties that have access, such as via a side road, access to NC 24 may be eliminated. NC 24 & SR 1934 (BYRD YANCEY BASS RD.) / NC 421 (TAYLOR’S BRIDGE RD.) NC 421 960 480 800 14040 6800 9200 1160 7960 480 4400 -Y52- -Y52- -Y55- -Y55- BEGIN PROJECT R-2303E BEGIN CONSTRUCTION PROJECT R-2303E * 2.7 MILE BREAK BETWEEN SUNSET AVE. INTERCHANGE AND US 701 INTERCHANGE 1000’ 225’ 1000’ 250’ US 701 SASSER RD. FRIENDSHIP LANE -SR8- US 701 BUS STUDIED CORRIDOR STUDIED CORRIDOR STUDIED CORRIDOR STUDIED CORRIDOR A D C -SR7- SR 1957 (RICE RD.) -SR9- -Y55- SR 1935 (CECIL ODIE RD.) -Y52- SR 1934 (BYRD YANCEY BASS RD.) -Y52- (TAYLOR’S BRIDGE RD.) -Y53- -Y54- SR 1116 (PEARSON RD.) -Y55- SR 1935 (CECIL ODIE RD.) -SR8- TO GARLAND TO CLINTON TO HARRELLS -L1- PROPOSED NC 24 -L1- PROPOSED NC 24 134AC 134P 134O 134Y 134Z 134U 134V 134A 134C 134B 134D 134S 134E 134F 134G 134H 134I 134J 134K 134L 134T 134W 134AD 134R 996O 996P 996R 996S 996T 996U 996V 996C 996E 996F 1025 1032A 1032B 1032C 1032D 1032E 1032F 1032G 1033J 1033K 1033L 1033M 1033V 1033Y 1035C 1035D 1035E 1036I 1036J 1035A 1197 1198 1199 1200 1201 1202 1203 1204 1205 1206 1208 1209 1210 1216 1211 1212 1213 1218 1219 1220 1221 1222 1223 1224 1035F PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE 1035A 1035E 134AC 134P 1036J 1036H 1036I 1036A 1036B 1036C 134Z 134Y 134C 134V 134U 134E 134F 134G 134W 134H 134J 134K 134AD 134T 134L 1033Y 1033V 134A 134B 134S 1202 134I 134R 134O 1035C 1035D 1035F 1197 1199 1200 1201 1203 1209 1210 1208 1198 1204 1205 1206 1211 1213 1212 1218 1224 1223 1222 1221 1025 1219 1220 1216 134D