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 NAD 83 NAD 83 MATCHLINE TO ROLL 3 ROLL 4 OF 6 ROLL 4 OF 6 0’ 200’ 400’ 100’ 200’ (ENGLISH) LEGEND 2030 2010 AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY TO BE REMOVED LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY CEMETERIES PRESENT ADT FUTURE ADT PROPERTY LINES WETLAND LIMITS BOUNDARY P L PROPOSED PARTIAL CONTROL OF ACCESS COUNTY LINE CITY LIMIT LINE C A UTILITY EASEMENT DESIGN PUBLIC MEETING MAP ROLL 4 OF 6 F. A. PROJECT STPNHF-F-8-2(17) PROJECT 34416.1.1 (R-2303) DESIGN PUBLIC MEETING MAP F. A. PROJECT STPNHF-F-8-2(17) NC 24 FROM WEST OF SR 1006 (CLINTON RD.) IN CUMBERLAND COUNTY TO I-40 NEAR WARSAW IN DUPLIN COUNTY DESIGN PUBLIC MEETING MAP F. A. PROJECT STPNHF-F-8-2(17) NC 24 FROM WEST OF SR 1006 (CLINTON RD.) IN CUMBERLAND COUNTY TO I-40 NEAR WARSAW IN DUPLIN COUNTY EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED AND GUTTER 0’ 200’ 400’ 100’ 200’ (ENGLISH) LEGEND 2030 2010 AND GUTTER PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY TO BE REMOVED LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY CEMETERIES PRESENT ADT FUTURE ADT PROPERTY LINES WETLAND LIMITS BOUNDARY P L PROPOSED PARTIAL CONTROL OF ACCESS COUNTY LINE CITY LIMIT LINE C A UTILITY EASEMENT EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED AND GUTTER PROJECT 34416.1.1 (R-2303) R-2303B R-2303B PROJECT 34416.1.1 (R-2303) R-2303B SUMMER 2008 SUMMER 2008 SUMMER 2008 CUMBERLAND, SAMPSON & DUPLIN COUNTIES CUMBERLAND, SAMPSON & DUPLIN COUNTIES CUMBERLAND, SAMPSON & DUPLIN COUNTIES PROPOSED FULL CONTROL OF ACCESS PROPOSED FULL CONTROL OF ACCESS MATCHLINE TO ROLL 5 END PROJECT R-2303B BEGIN PROJECT R-2303C ALL EASEMENTS PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS ALL EASEMENTS PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY BUILDINGS S:\RDDevelopment\RD_P S:\RDDevelopment\RD NCDOT RDU PLOT CONTROL DATA: C A C A C A A C A C A C A C A C A C A C A C C C A C A C A C A C A C A C A A 24 24 24 24 v v v W v v v v WD CANOPY WE 117.5 WE 90.0’ R/W W W WD CANOPY WE WE 139.6 W W v W W W W W v v v v v v CEMETERY CANOPY WD CANOPY WD W WE BST v v 130.0’ 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 WEYERHAEUSER COMPANY LYON MICHELLE C EZZELL J W GARDNER L HERMAN OF JEHOVAH WITNESSES R/W R/W R/W R/W R/W R/W R/W HALL ROSIE HALL GEORGE L & DEBRA R MATTHEWS HILDA HALL REAVES HORACE FAIRCLOTH ALPHEUS KEITH HALL JIMMY M & PATRICIA R/W R/W R/W R/W R/W PLASTIC TUBING INC AUTRY HUBERT BROCK GEORGE ALVIN FAIRCLOTH STEPHEN RUTH 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 THE RICHARD AND GRACE ADAMS PROPERTY MANAGEMENT TRUST FAIRCLOTH ROGER FAIRCLOTH ROBIE D CARLISLE VINCENT JR FAIRCLOTH ROBIE D LUCAS OTTO MRS LUCAS OTTO MRS HASTE DOROTHY STRICKLAND FAIRCLOTH ROBIE DWIGHT GRAY EDWARD GILFORD & GLORIA R/W R/W THE RICHARD & GRACE ADAMS PROPERTY MANAGEMENT TRUST WILLIAMS RAYMOND STARLING MAINOR WILLIAM MARSHALL & MAINOR PRUDENCE J CP&L 79.0’ R/W CP&L 79.0’ R/W KACHAENCHAI SOMBOON TYNDALL SABRA TYNDALL JACKIE DWIGHT NUNNERY KENNETH L RAY WILLIAM BURTON COWLES JOANN B BUTLER BRIAN KEITH ELLIS MIRIAM HARRIS HARRIS STEPHEN A BUTLER, BURIL DELANO BUTLER, DIAMOND H BRINKLEY, JOSEPH TROY R/W R/W RUNION DOUGLAS A FAIRCLOTH, SHANNON ELAINE AMAN, MARGIE L FAIRCLOTH DAVID NEIL HALL GEORGE L & DEBRA R S 69%%d 32’ 36.7" E PI STA 610+99.14 D = 9%%d 23’ 19.4" (LT) D = 0%%d 58’ 16.0" L = 966.80’ T = 484.48’ R = 5,900.00’ S 78%%d 55’ 56.1" E PIs STA 648+38.21 F s = 2%%d 27’ 19.9" Ls = 240.00’ LT = 160.02’ ST = 80.01’ PI STA 650+96.51 D = 7%%d 17’ 16.5" (LT) D = 2%%d 02’ 46.6" L = 356.15’ T = 178.32’ R = 2,800.00’ Roff= 240’ PIs STA 653+54.36 F s = 2%%d 27’ 19.9" Ls = 240.00’ LT = 160.02’ ST = 80.01’ N 88%%d 52’ 07.6" E PIs STA 662+97.51 F s = 4%%d 06’ 48.8" Ls = 280.00’ LT = 186.72’ ST = 93.38’ PI STA 667+66.29 D = 21%%d 47’ 57.8" (RT) D = 2%%d 56’ 17.7" L = 741.92’ T = 375.50’ R = 1,950.00’ Roff= 280’ PIs STA 672+26.09 F s = 4%%d 06’ 48.8" Ls = 280.00’ LT = 186.72’ ST = 93.38’ S 61%%d 06’ 17.1" E PI STA 724+66.82 D = 8%%d 27’ 27.3" (LT) D = 1%%d 01’ 23.3" L = 826.63’ T = 414.07’ R = 5,600.00’ S 69%%d 33’ 44.4" E PIs STA 738+51.20 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ PI STA 752+47.24 D = 47%%d 47’ 55.4" (LT) D = 1%%d 54’ 35.5" L = 2,502.73’ T = 1,329.38’ R = 3,000.00’ Roff= 200’ PIs STA 764+87.27 F s = 1%%d 54’ 35.5" Ls = 200.00’ LT = 133.34’ ST = 66.67’ 550+00 555+00 560+00 565+00 570+00 575+00 580+00 585+00 590+00 595+00 600+00 605+00 PC STA 606+14.65 610+00 615+00 PT STA 615+81.45 620+00 625+00 630+00 635+00 640+00 645+00 TS STA 646+78.19 SC STA 649+18.19 650+00 CS STA 652+74.35 655+00 ST STA 655+14.35 660+00 TS STA 661+10.79 SC STA 663+90.79 665+00 670+00 CS STA 671+32.71 ST STA 674+12.71 675+00 680+00 685+00 690+00 695+00 700+00 705+00 710+00 715+00 720+00 PC STA 720+52.75 725+00 PT STA 728+79.38 730+00 735+00 TS STA 737+17.86 SC STA 739+17.86 SE = 03 Roff= 150’ SE = 07 SE = 3 Roff= 150’ SE = 05 SE = 07 -L- GRADE POINT -L- C L 02 02 02 GRADE POINT 08 08 02 02 TYPICAL SECTION UPGRADE EXISTING NC 24 WIDENING (LEFT OR RIGHT) F C F F F F F F C C C F F F F C C F F C C F C F C C F C F F C F F C C C C C F F C STUDIED CORRIDOR STUDIED CORRIDOR C F F F C F C C C C F F F F C F F C C C C C F C C F C F F C C F F C C F F C C C F F C C F F F C C F C C F F C C F F F F C F F C C C F F C C F F C C .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 C GRADE POINT GRADE POINT 13’ W/GR .02 4’ FDPS FDPS .08 4’ FDPS .08 6:1 6:1 6’ 3:1 VAR. VAR. 6:1 3:1 .08 .08 24’ 10’ 30’ 4’ 46’ 6:1 6:1 24’ 6’ 6’ 10’ 15’ 10’ .02 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 .02 6:1 6:1 6’ 3:1 VAR. VAR. 6:1 3:1 .08 NC 24 & SR 1405(PLEASANT UNION RD.) 2010 ADT 2030 ADT 400 400 400 400 100 100 NC 24 NC 24 -L- -L- -Y22- SR 1405 10360 17400 10760 17800 250’ 400’ 250’ 400’ 250’ 400’ C A WLB C A C A WLB C A 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. 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. 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 BIG SWAMP BIG SWAMP -Y19- SR 1410 (CARRY BRIDGE RD.) -Y19- SR 1256 (HORSESHOE RD.) -Y20- SR 1257 (HAYNE EXIT RD.) SR 1255 HAYNE (STRETCH RD.) -Y21- SR 1410 (BULLARD RD.) -Y22- SR 1405 (PLEASANT UNION RD.) -Y23- SR 1406 (BOREN BRICK RD.) -Y24- SR 1254 (MICROWAVE TOWER RD.) -L- PROPOSED NC 24 -L- PROPOSED NC 24 S 1SBKD G S S S S 1SFD 1SFD 1SFD S S S 1SFD 1SFD 1SFD S S B HTR HTR S G 1SFD HTR S B S S S 1SFD S B S S 1SBKD 2SFD S S 2SFD DOCK S ABAND 1SFD HTR S HTR S 1SMTL BUS 1SMTLBUS 1SMTLBUS 1SMTLBUS 1SMTLBUS 1SMTLBUS 1SMTLBUS 1SMTL BUS S S S S S S S HTR S HTR 1SFD S S S HTR HTR 1SFD 1SBKD S S S S S ABAND 1SFD S S 1SFD G S HTR HTR ISF BUS ISF BUS ISF BUS S S 1SFD 1SFD S 1SFD S S GREENHOUSE ABAND 1SBKCH HTR 1SBKD B ABAND 1SFD G 1SBKD S 1SBKBUS S S 1SFD 1SF BUS 1SFD 1SBKD S S 1SFD G 1SBKD 1SFD HTR S 1SMTL PLEASANT UNION BAPT CH S S G S S S S HTR HTR HTR HTR S S HTR DESIGN DATA Functional Class. Design Speed Max. Superelev. = Arterial = 60 mph = 0.08 6:1 6:1 6:1 6:1 3:1 3:1 08 6:1 08 VAR. 30’ 10’ 24’ 46’ 24’ 10’ 15’ 10’ 6’ 4’ FDPS 4’ FDPS 6’ 4’ FDPS 4’ FDPS 6’ VAR. NC 24 & SR 1410(BULLARD RD.) NC 24 & SR 1257(HAYNE EXIT RD.) NC 24 & SR 1405(PLEASANT UNION RD.) NC 24 & SR 1406(BOREN BRICK RD.) NC 24 & SR 1254(MICROWAVE TOWER RD.) NC 24 & SR 1410(CARRY BRIDGE RD.) / SR 1256(HORSESHOE RD.) 2010 ADT 2030 ADT 2010 ADT 2030 ADT 2010 ADT 2030 ADT 2010 ADT 2030 ADT 2010 ADT 2030 ADT 2010 ADT 2030 ADT 680 1000 400 200 100 600 440 200 200 NC 24 NC 24 -L- -L- -Y19- SR 1410 -Y19- 10760 17800 10800 18000 SR 1256 200 100 240 800 800 NC 24 NC 24 -L- -L- 10760 17800 17800 1600 -Y20- 10760 400 480 960 SR 1257 200 200 NC 24 NC 24 -L- -L- 10520 17400 17400 400 -Y24- 10360 200 200 240 SR 1254 100 100 100 100 100 100 NC 24 NC 24 -L- -L- -Y21- SR 1410 10760 17800 10760 17800 400 400 400 400 100 100 NC 24 NC 24 -L- -L- -Y22- SR 1405 10360 17400 10760 17800 100 100 100 100 100 100 NC 24 NC 24 -L- -L- -Y24- SR 1406 10360 17400 10360 17400 PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE PRELIMINARY PLANS SUBJECT TO CHANGE WITHOUT NOTICE 421 422 424 425 427 428 429 431 432 433 408 409 450 444 445 447 448 449 451 401 403 404 498 1131 1133 422 423 424 425 426 427 428 429 430 432 408 409 410 463 464 465 466 444 445 446 447 448 449 450 402 403 404 499 444 1130 1132 433 1131 1131 1131 1131 1131 1131 1131 1131 1131 1131 1131 1135