Post on 27-Apr-2018
C
A
C
A
CA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
CA
CA
C
A
CA
CA
C A
CA
C
A
CA
CA
C
A
CA
C
A
C
A
C
A
C
A
C
A C
A
CA
CA
CA
C
A
CA
CA
C
A
CA
C
A
C
A
CA
CA
C
A
NA
D 8
3
NA
D 8
3
MA
TC
HL
IN
E T
O R
OL
L 3
RO
LL
4 O
F 6
RO
LL
4 O
F 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
PL
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)
NC
24 F
RO
M
W
EST
OF S
R 1
006
(CL
INT
ON
RD
.) IN
CU
M
BE
RL
AN
D C
OU
NT
Y
TO
I-4
0 NE
AR
W
AR
SAW
IN
DU
PLIN
CO
UN
TY
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)
NC
24 F
RO
M W
ES
T O
F S
R 1
006
(C
LIN
TO
N R
D.)
IN
CU
MB
ER
LA
ND
CO
UN
TY
TO
I-4
0 N
EA
R W
AR
SA
W I
N D
UP
LIN
CO
UN
TY D
ES
IG
N P
UB
LIC
ME
ET
IN
G M
AP
F. A
. P
RO
JE
CT
ST
PN
HF
-F-8
-2(1
7)
NC
24 F
RO
M W
ES
T O
F S
R 1
006
(C
LIN
TO
N R
D.)
IN
CU
MB
ER
LA
ND
CO
UN
TY
TO
I-4
0 N
EA
R W
AR
SA
W I
N D
UP
LIN
CO
UN
TY
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVEDAND 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
PL
PROPOSED PARTIAL CONTROL OF ACCESS
COUNTY LINE
CITY LIMIT LINE
C
A
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
WOOD, RONALD J
PR
OJE
CT
34416.1
.1 (R
-2303)
R-2
303B
R-2303B
PR
OJE
CT
34416.1
.1 (
R-2
303)
R-2
30
3B
SU
MM
ER
20
08
SUMMER 2008
SU
MM
ER
20
08CU
MB
ER
LA
ND
, S
AM
PS
ON
& D
UP
LIN
CO
UN
TIE
S
CUMBERLAND, SAMPSON & DUPLIN
COUNTIES
CU
MB
ER
LA
ND
, SA
MP
SO
N &
DU
PL
IN
CO
UN
TIE
S
PROPOSED FULL CONTROL OF ACCESS PROPOSED FULL CONTROL OF ACCESS
MA
TC
HL
IN
E T
O R
OL
L 5
EN
D P
RO
JE
CT
R-2
30
3B
BE
GIN
PR
OJE
CT
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:\R
DD
ev
elo
pm
en
t\R
D_
P
S:\R
DD
ev
elo
pm
en
t\R
D
NC
DO
T R
DU
PL
OT
CO
NT
RO
L D
AT
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
CA
C
A
24 24
24
24
v
v
v
v
W
v
v
v
v
POOL
WDCANOPY
MTL
CANOPY
WE 117.5
WE99.9
ATLANTIC COAST ABANDONED RR
90.0’ R/WATLANTIC COAST ABANDONED RR
132.0’ R/W
W W
WDCANOPY
WE
139.6
WE
139.6
ATLANTIC COAST ABANDONED RR 92.0’ R/W
W
W
v
v
CSX ABANDONED RR
130.0’ R/W
W
W
W
W
W
vv
v
v
v
v
CEMETERY
MTL
CANOPY
WDCANOPY
WD
CANOPY
W
WE113.3
BST
v
v
ATLANTIC COAST ABANDONED RR
130.0’ R/W
R/W
R/W
R/W
R/W
R/W
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/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
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
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
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
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
ST
E D
OR
OT
HY
ST
RIC
KL
AN
D
FAIRCLOTH
ROBIE DWIGHT
LUCAS CHARLES S
& ANNIE A
GRAY EDWARD
GILFORD &
GLORIA
R/W
R/W
THE RICHARD & GRACE ADAMS
PROPERTY MANAGEMENT TRUST
WIL
LIA
MS
RA
YM
ON
DS
TA
RL
ING
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
R/W
R/W
RU
NIO
N D
OU
GL
AS
A
LUCAS, JERRY W
FA
IRC
LO
TH
,
SH
AN
NO
N E
LA
INE
AMAN,
MARGIE L
LUCAS, JOE
BUTLER, LINDA GAIL
BUTLER, LALA VAE M
FAIRCLOTH
DAVID NEIL
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