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MA
TC
HL
INE
TO
RO
LL
10
DE
SIG
N P
UB
LIC
ME
ET
IN
G M
AP
F. A
. PR
OJE
CT
ST
PN
HF
-F-8
-2(1
7)
RO
LL
9 O
F 1
1
DE
SIG
N P
UB
LIC
ME
ET
IN
G M
AP
F.
A.
PR
OJE
CT
ST
PN
HF
-F-8
-2(1
7)
RO
LL
9 O
F 1
1
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
PL
PROPOSED LIMITED CONTROL OF ACCESS C
A
0’ 200’ 400’
100’
200’
(ENGLISH)
C:\
NC
DO
T_V
8_W
OR
KS
PA
CE
C:\
NC
DO
T_V
8_W
OR
KS
PA
NC
DO
T R
DU
PL
OT
CO
NT
RO
L D
AT
A:
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
EN
D P
RO
JE
CT
R-2
303E
BE
GIN
PR
OJE
CT
R-2
303F
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-
FA
LL
20
08
FA
LL
20
08
FALL 2008
PR
OJE
CT
34416.1
.1 (
R-2
303)
PROJECT 34416.1.1 (R-2303)
PR
OJE
CT
34416.1
.1 (R
-2303)
NC
24
FR
OM
WE
ST
OF
SR
10
06
(C
LIN
TO
N R
D) I
N C
UM
BE
RL
AN
D C
OU
NT
Y
TO
I-4
0 N
EA
R W
AR
SA
W I
N D
UP
LIN
CO
UN
TY
NC
24
FR
OM
WE
ST
OF
SR
10
06
(C
LIN
TO
N R
D) I
N C
UM
BE
RL
AN
D C
OU
NT
Y
TO
I-40 N
EA
R W
AR
SA
W I
N D
UP
LIN
CO
UN
TY
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
CU
MB
ER
LA
ND
, SA
MP
SO
N, &
DU
PL
IN
CO
UN
TIE
SC
UM
BE
RL
AN
D, S
AM
PS
ON
&
DU
PL
IN
CO
UN
TIE
S
R-2
30
3E
R-2
30
3E
R-2303ER
EF
ER
TO
RO
LL
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
’ B
ST
SA
SS
ER
RD 21.5’ BST
8.9
’ S
OIL
13.4
’ S
OIL
SR
1935 C
EC
IL
OD
IE
RD
24.2
’ B
ST
9.5’ SOIL
14.7’ CONC
ANGELA LN 13.8’ CONC
ANGELA LN 11.4’ SOIL
13.3
’ S
OIL
FR
IEN
DS
HIP
LN
16.7
’ S
OIL
9.4’ SOIL
9.1’ SOIL
16.7’ SOIL
11.2’ CONC W
SA
SS
ER
RD
21.5
’ B
ST
26.4
’ B
ST
14.0’ CONC
8.9
’ S
OIL
SR
1935 C
EC
IL
OD
IE
RD
20.3
’ B
ST
22.0’ B
ST
153.3W
E
SO
IL
17.8
’ S
OIL
10.9
’ S
OIL
23.7
’ S
OIL
14.5
GR
17.4
’ S
OIL
15.0
’ C
ON
C
12.6
’ C
ON
C
11.1
’ SO
IL
11.1
’ SO
IL
10.1
’ SO
IL
14.5
’ SO
IL
SR
1116 P
EA
RS
ON
RD
20.0
’ B
ST
W
W
11.8’ SOIL
JAN
ICE L
N 2
1.5’ SO
IL
9.5
’ S
OIL
10.3’ SOIL
15.7
’ SO
IL
7.9
’ SO
IL
W
15.7’ SOIL
13.3’ SOIL
SR
1935 C
EC
IL O
DIE
RD
24.2
’ B
ST
8.2’ G
R
W
8.8’ SOIL
W
13.2’ GR
12.9’ SO
IL
14.3’ SOIL
W
CL
YD
E L
N 16.8
’ S
OIL
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
’ C
ON
C
US 421 26.5’ BSTUS 421 26.5’ BST
CONC
SR 1
934 B
YRD
YA
NCEY
BA
SS R
D 19.1
’ BST
SO
IL
15.0
’
US 421 T
AY
LO
R’S
BR
IDG
E 28.5’ B
ST
US 421/701 32.5’ BST
14.0’ SOIL
13.1’ SOIL
17.9’ SOIL
18.3
’ RA
MP
19.7’ RAMP
15.8’ SOIL
US
701 23.7
’ B
ST
16.4
’ S
OIL
16.2’ SOIL
11.5’ SOIL
19.6’ SOIL
136.6
130.9WE
WE
12.8
’ S
OIL
BS
T
US 421 32.5’ BST
US
701 B
US
/ S
E B
LV
D 2
5.0
’ B
ST
SOIL
R/WR
/W
R/W R/W R/W
R/W R
/W
R/W
RO
YA
L A
D J
R J
AM
ES
F M
OO
RE
R/W
R/W
R/WR/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
PA
RK
ER
JU
DY
BA
RB
ER
HE
RB
ER
T G
R/W
R/W
R/W
R/W
R/W
R/W
RA
YN
OR
, M
AR
K D
OU
GLA
S
RA
YN
OR
, LY
NN
JA
CK
SO
N
GU
ZMA
N, V
ICTO
R M
GUZMAN, GARCIELA R
ASHLEY JAMES
ASHLEY ALECIA S
ST
AN
LE
Y,
TH
OM
AS
E S
RBURNS, BR
IDG
ET
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 ESTATEBARTS 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
FF
CC
C
C
F
F
F
F
F
F
CC
C
C
C
F
F
F
C
C
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F
F
F
F
CF
FCC
C
C
C
C
C
F
F
F
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CF
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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’
-L
1- T
S S
ta. 3
5+
75.0
6
-L
1- S
C S
ta. 3
7+
75.0
6
-L
1- C
S S
ta. 5
0+
29.4
1
-L
1- S
T S
ta. 5
2+
29.4
1
-L
1- T
S S
ta. 6
9+
24.5
4
-L
1- S
C S
ta. 7
1+
24.5
4
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ta. 7
8+90.0
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Sta
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0+90.0
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Sta
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-L
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ta. 1
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A
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C
A
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A
C
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A
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A
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A
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421
421
701
701
701
421
24 24
24
24
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MTL CAN
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HTR
HTR
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1S
BK
D S
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RH
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1S
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1S
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B
B
AB
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MTL CAN
2S
FD
S S
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S
S
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B
S
HTR
B
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1SBKD
1SBK
D
S
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S
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S
1SB
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G
HTR
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B
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1SBK
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TO
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SMTL C
AN
HTR
HTR
1SBKD
1SBKD
HTR
HTR
HTR
HTR
HTR
HTR
S
S1SBKD
1SBKD
B
B
1SB
KD
B
S
1SB
KD
G
1S
BK
DH
TR
MTL
CAN
S
S
HTR
S
PO
OLP
OO
L H
OU
SE
AB
AN
D S
FD
B
BS
B
1S
FD
2SFD
1SM
ASD
S
1SMTL
BUS
2SBK
D
S
S
MTL
CA
N
S
AB
AN
D B
1SB
KD
S
S
1S
FD
BU
S
1S
FD
1S
FD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1S
FD
1SFD
1SFD
1SFD
1SFD 1S
FDW
/CA
N
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1SFD
1S
FD
2S
FD
2SFD
2SFD
G
B
B
S
S
S
S
S
B
B
B
MTL CAN
B
B
S
S
MTL
CAN
2S
FD
2SFD
1SFD
ABAND
1SBLKD BUS
1SFD
HT
R
HTR
HT
R
HTR
HT
R
HT
RH
TR
HT
R
HT
R
HTRHTR
HTR
HT
R
HT
R
HT
RH
TR
HT
R
HTR
HTR
HTR
HTR
HTR
HT
R
HTR
HTR
HTR
G
S
HTR
HTR
HTR
HTR
HT
RH
TR
HT
RH
TR
S
S
WLB
DESIGN DATA
Functional Class.
Design Speed
Max. Superelev.
= Arterial
= 60 mph
= 0.08
2030 ADT
800
400
-100260
-100 -100NC 24NC 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
AC
A
C
A
DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNSNOTE: NO LEFT TURNS WILL BE PERMITTED FROM SIDE STREETS.
8400 8320
400
480
-100-100
-100 -100
2010 ADT
13200
2030 ADT
1600
1800
800NC 24NC 24
-L1- -L1-20600
SR 1934
2010 ADT
13200
11000
.08
24’10’30’
4’
46’
6:16:1
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 6:16:1
6’
3:1 VAR.
VAR.
6:1
3:1
.08
.025
.025 .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
80014040
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
SA
SS
ER
RD
.
FRIENDSHIP LANE
-SR
8-
US
701 B
US
STUDIED CORRIDOR
STUDIED CORRIDOR
STUD
IED
CO
RRIDO
R
STUDIED CORRIDOR
A
DC
-SR
7- S
R 1
957 (R
ICE R
D.)
-SR9-
-Y55-
SR
1935 (
CE
CIL
OD
IE R
D.)
-Y52- SR
1934 (B
YR
D Y
AN
CE
Y B
ASS R
D.)
-Y52- (TAYLOR’S BRIDGE RD.)
-Y53-
-Y54-
SR
1116
(PE
AR
SO
N R
D.)
-Y55-
SR
1935 (
CE
CIL
OD
IE R
D.)
-SR8-
TO
GA
RL
AN
D
TO
CL
INT
ON
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
1036A1036B1036C
134Z
134Y
134C
134V
134U
134E
134F
134G
134W
134H
134J
134K
134AD
134T
134L
1033Y
1033V
134A
134B
134S
1202
134I
134R
134O
1035C1035D
1035F
1197
1199
1200
1201
1203
1209
1210
1208
1198
1204
12051206
1211
1213
1212
1218
1224
1223
1222
1221
1025
1219
1220
1216
134D
