R/W -Y19- SR 1410 (CARRY BRIDGE RD.)R/W … · carlisle jesse bishop ... cp&l 79.0’ r/w cp&l...
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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
Transcript of R/W -Y19- SR 1410 (CARRY BRIDGE RD.)R/W … · carlisle jesse bishop ... cp&l 79.0’ r/w cp&l...
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0’ 200’ 400’
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LEGEND
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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
PL
PROPOSED PARTIAL CONTROL OF ACCESS
COUNTY LINE
CITY LIMIT LINE
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DESIGN PUBLIC MEETING MAP
ROLL 4 OF 6
F. A. PROJECT STPNHF-F-8-2(17)
PROJECT 34416.1.1 (R-2303)
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0’ 200’ 400’
100’
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(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
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PROPOSED PARTIAL CONTROL OF ACCESS
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UTILITY EASEMENT
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVEDAND GUTTER
FAIRCLOTH ROY CLAXTONPENN SANDRA DRENNAN
JOHNSON HAROLD WAYNE
NUNNERY KENNETH W & VIRGINIA
BULLINGTON JOH HAIRR & GARRY F
WILSON SUSAN HALL
HORNE JUDSON E
FAIRCLOTH JOYCE LUCAS & PAUL RUDY
PLEASANT UNION BAPTIST CHURCH
CARLISLE JESSE BISHOPTANNER NATHAN WEBSTER
RUNION FLOYD & PATRICIA
SUTTON MICHAEL KEITH
HALL JIMMY M HALL PATRICIA
FAIRCLOTH VICKY HAIRR
NUNNERY TROY W
KINGDOM HALL OF JEHOVAHS WINESSES
AUTRY JIMMY FAIRCLOTH VICKIE H
GODBOLD PATRICK DOWEL GODBOLD SUE ELLEN
GARDNER VERNA LOUISE BARNESAMMONS JOHN A AMONS VICKIE L
JOHANSON JESSE HARLEY
GARDNER L HERMAN
EVERARD ROBERT G EVERARD MARY L
BEASLEY EDNA BEASLEY DONALD
BUTLER JAMES FRANKLIN JR
GREENE CHRISTOPHER MICHAEL
AUTRY, JEANETTE
BUTLER, PERRY FLETCHER
FAIRCLOTH RANDY C
WILLIAMS, GARY E WILLIAMS, CYNTHIA N
T AND W DEVELOPMENT WARREN, JIM MOBILE HOMES INC
MOORE, MICHAEL O
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WEYERHAEUSER COMPANY
LYON MICHELLE C
EZZELL J W
DRENNAN RUBY B
GARDNER L HERMAN
KINGDOM HALL
OF JEHOVAH
WITNESSES
R/W
R/W
R/W
R/WR/WR/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
CP&L 70.0’ R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
PLASTIC TUBING INC
AUTRY HUBERT
BROCK
EVA MAE
LUCAS &
GEORGE
ALVIN
FAIRCLOTH
ROY COSBY
STEPHENRUTH
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
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R/W
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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
BOREN CLAY PRODUCTS CO
R/W
LUCAS OTTO MRS
LUCAS OTTO MRS
HA
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FAIRCLOTH
ROBIE DWIGHT
LUCAS CHARLES S
& ANNIE A
GRAY EDWARD
GILFORD &
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R/W
R/W
THE RICHARD & GRACE ADAMS
PROPERTY MANAGEMENT TRUST
WIL
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MAINOR WILLIAM MARSHALL &
MAINOR PRUDENCE J
CP&L 7
9.0’ R/W
CP&L 7
9.0’ R
/W
HALL GEORGE LINWOOD HALL DEBRA RAMSEY
KACHAENCHAI SOMBOON
TYNDALL SABRA
TYNDALL JACKIE DWIGHT
NUNNERY KENNETH L
RAY WILLIAM
BURTON
COWLES ROBERT L
COWLES JOANN B
BUTLER BRIAN KEITH
DRENNAN RUBY B
ELLIS MIRIAM HARRIS
HARRIS STEPHEN A
BARNES JAMES CARL
DAVIS, DORIS RAY OWEN RATCLIFFE, MARY FLEETA
BUTLER, BURIL DELANO BUTLER, DIAMOND H
BUTLER, BURIL DELANO BUTLER, DIAMOND H
BRINKLEY, JOSEPH TROY
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LUCAS, JOE
BUTLER, LINDA GAIL
BUTLER, LALA VAE M
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BUTLER, LALA VAE M
BUNCE JON C
SESSOMS, JAMES C
AND AUDREY P
LUCAS, LARRY P LUCAS, ELGIE G
RUNION, DOUGLAS ANDREW RUNION, AMBER FAITH
RUNION, DOUGLAS ANDREW
BUTLER, LALA VAE M
HALL GEORGE LINWOOD HALL DEBRA RAMSEY
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 6
05+
00
PC
ST
A 6
06
+1
4.6
5
610+
00
615+
00
PT
ST
A 6
15+
81.4
5
620+
00
625+
00
630+
00
635+
00
640+
00
645+
00
TS
ST
A 6
46+
78.1
9
SC
ST
A 6
49+
18.1
9650+
00
CS
ST
A 6
52+
74.3
5655+
00
ST
ST
A 6
55+
14.3
5
660+
00
TS
ST
A 6
61+
10.7
9
SC
ST
A 6
63+
90.7
9
665+
00
670+
00
CS
ST
A 6
71+
32.7
1
ST
ST
A 6
74+
12.7
1
675+
00
680+
00
685+
00
690+
00
695+
00
700+
00
705+
00
710+
00
715+
00
720+
00
PC
ST
A 7
20+
52.7
5
725+
00
PT
ST
A 7
28
+7
9.3
8
73
0+
00
735+
00
TS
ST
A 7
37
+1
7.8
6
SC
ST
A 7
39+
17.8
6
SE = 03
Roff= 150’
SE = 07
SE = 3
Roff= 150’
SE = 05
SE = 07
-L-
GRADE
POINT
-L-CL
02 02 02
02
GRADE
POINT
02 08 02080202
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
CF
FC
CF
C
FC
C F
CF
F C
F
F C
C
F
C
C
C
F
F
C
STUDIED CORRIDOR
STUDIED CORRIDOR
STUDIED CORRIDOR
C FF
F CF C
C C
C
F FF
FC F
F C
C C
CC
F
F
C
C F
C
F
FC
CF
FC
C F
F C
C
C
F
F C
C F
F
F C CF
C
CF
FC
CF
F
F
F C
F
FC C
C F
F CC
F
F
C
C
.08
24’10’30’
4’
46’
6:16:1
24’
6’6’
10’ 15’ 10’
.02
.02
L
4’
FDPS
-L-
PROPOSED NC 24 TYPICAL SECTION
.02
.02
C
GRADE
POINT
GRADE
POINT
13’ W/GR
.02
4’
FDPS FDPS
.08
4’
FDPS
.08 .02
6:16:1
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 .02
L
4’
FDPS
-L-
PROPOSED NC 24 TYPICAL SECTION
.02 .02
C
GRADE
POINT
GRADE
POINT
13’ W/GR
.02
4’
FDPS FDPS
.08
4’
FDPS
.08 .02 6:16:1
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 24NC 24
-L- -L-
-Y22- SR 1405
10360
17400
10760
178002
50
’
400’
25
0’
40
0’
250’ 400’
CA
WLB
CA
CA
WLB
CA
FULL CONTROL OF ACCESS
WHERE POSSIBLE
800 FT. MINIMUM
800 FT. MINIMUM
FULL CONTROL OF ACCESS
WHERE POSSIBLE
C
A
C
AC
A
C
A
DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNSNOTE: 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
WL
B
WLB
WL
B
WLB
WL
B
WLB
WLB
WLB
WLB
WLB
WL
B
WLB
WLB
WLB
WL
B
WL
B
WL
B
WL
B
WLB
WL
B
WL
B
WL
B
WL
B
WL
B
WLB
WL
B
WL
B
WLB
WLB
WL
B
WLB
WLB
WLB
WLB
WL
B
WL
B
WL
B
WLB
WLB
SR 1255 HAYNE STRETCH RD.
BIG
SW
AM
P
BIG
SW
AM
P
-Y19-
SR
1410 (C
AR
RY
BR
IDG
E R
D.)
-Y19-
SR
1256 (H
OR
SE
SH
OE
RD
.)
-Y20- S
R 1
257 (H
AY
NE E
XIT
RD
.)
SR 1255 H
AY
NE (S
TRETCH
RD
.)
-Y21- S
R 1
410 (B
ULLA
RD
RD
.)
-Y22- S
R 1405 (PLEASANT UNIO
N RD.)
-Y23-
SR
1406 (B
OR
EN
BR
ICK
RD
.)
-Y24- S
R 1
254 (M
ICRO
WA
VE T
OW
ER R
D.)
-L- PROPOSED NC 24
-L- PROPOSED NC 24
S1SBKD
G
S
S
S
S
1S
FD 1S
FD
1SFD
S
S
S
1S
FD
1SFD
1SFDS
S
S
B
1SFD
HT
R
HTR
S
G
1S
FD
HTR
S
B
S
S
S
1S
FD
S
B
S
S
1SBKD
2SFD
S
S
2SFD
DOCK
S
ABAND1SFD
HTR
HTR
S
HTR
S
1SMTL
BUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTLBUS
1SMTL
BUS
SS
S
S
SS
S
1SFBUS
HT
R
S
HTR
1S
FD
1SFD
ISFD
SS
S
HT
R
HTR
1SFD
1SBKDS
S
S
S
S
ABAND1SFD
S S
1SFD
G
S
S
HTR
HTR
ISF
BUS
ISF
BUS
ISF
BUS
ISF
BUS
ISF
BUS
SS
1SFD
1SFDS
1SFD
S
SGR
EE
NH
OU
SE
AB
AN
D
1SBKCH
HTR
1SB
KD
B
AB
AN
D
1SFD
G
1SBKD
S
1SBKBUS
2SMTLBUS
1SBKBUS
S
S
1SFD
1SF
BUS
1SFD
1SBKD
SS
1SFD
G1SBKD 1SFD
HTR
S
1SMTL
BUS
PLE
ASA
NT
UN
ION
BAPT C
H
S
S
G
S
SS
S
HT
RH
TR
HT
R
HT
R
S
S
HT
R
DESIGN DATA
Functional Class.
Design Speed
Max. Superelev.
= Arterial
= 60 mph
= 0.08
6:16:16:1
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
200100
600
440
200
200
NC 24NC 24
-L- -L-
-Y19- SR 1410
-Y19-
10760
17800
10800
18000
SR 1256
200100
240
800800
NC 24NC 24
-L- -L-
10760
1780017800
1600
-Y20-
10760
400 480
960
SR 1257
200200
NC 24NC 24
-L- -L-
10520
1740017400
400
-Y24-
10360
200 200
240
SR 1254
100
100
100
100
100
100
NC 24NC 24
-L- -L-
-Y21- SR 1410
10760
17800
10760
17800
400
400
400
400
100
100
NC 24NC 24
-L- -L-
-Y22- SR 1405
10360
17400
10760
17800
100
100
100
100
100
100
NC 24NC 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
423
424
425
426
427
428
429
430
431
432
433
408
409
410
450
444
445
446
447
448
449
451
401
402
403
404
498
499
1130
1131
1132
1133
421 422423 424 425426
427
428
429
430
431
432
408409
410
463
464
465
466
444
445
446
447
448449
450
402
403
404
499
444
1130
1132
1133
1134
433
1131
1131
1131
1131
1131
1131
1131
1131113111311131
1135
401
498
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