ll o r · 2018-07-27 · brenda joyce caton, harry g. stewart sr harry g. stewart sr of...
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VICTORIA SMITH
JERRY LEE PHILLIPST. A. LIBBUS, et ux
VICKIE PHILLIPS HARDEE, et vir
MA
RY
M. F
RA
ZIE
R
PHILLIP D. DUNN, et ux
ROBERT L. BRYDGE, et ux ROBERT L. BRYDGE, et ux
DA
NIE
L
EA
RL
&
MIT
ZI G
GA
SKIN
S
ROBERT VICTOR BALL JR.
CECIL JOSEPH FREEMAN
VERNON ELMO
GASKINS
CECIL JOSEPH FREEMAN
CECIL JOSEPH FREEMAN
KATHY YORKLEE FRANKLIN &
KA
TH
Y
YO
RK
LE
E F
RA
NK
LIN
&
KATHY YORKLEE FRANKLIN &
et virBRENDA JOYCE CATON,
HARRY G. STEWART SR
HARRY G. STEWART SR
OF TRANSPORTATIONNORT CAROLINA DEPARTMENT
MA
RK
& JE
NNIF
ER
KNIG
HT
JEFF
RE
Y
& JE
NNIF
ER P
OW
ERS
LINDA A HARRELSON
HARRELLHELEN ELIZABETH
BRENDA J. CATON
LOWELL & TIMMY LEWIS
GRACIEROBERT & KAREN
GRACIEROBERT & KAREN
PROPERTIES, LLCJ&K FULCHEER
STANLEYJASON M. & DEBORAH
PREPS INC
AUS
TIN
AR
MS
TR
ON
G
HELEN V. PURIFOY
GRADY L. PURIFOY, et ux
FRIT CAR AND EQUIPMENT, INC.
HELEN V. PURIFOY
KATHY YORKFRANKIE &
UTE R KNOWLES
ELLEN M. FREEMAN
EQUIPMENT, INC.FRIT CAR AND
GARRIS
MELISS
A
GLORIA HENDRIXCOLUMBUS &
&
KA
TH
Y
YO
RK
LEE F
RA
NKLIN
& KATHY YORKLEE FRANKLIN
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-L-
PO
T
Sta. 12
9+00.0
0
-L-
PC Sta. 17
0+00.0
0
-L-
PR
C Sta. 17
2+41.23
-L-
PT
Sta. 17
4+69.2
8
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A
BE
VE
RL
Y
D.
GAS
KIN
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JENNIFER L. TYNDALL
FREDERICK L. TYNDALLBARBARA C. STEVENS
CHAMBERS L. OLIVER
BA
RR
Y
LE
ON
FO
YE
WILLA JENA BONDWILLA JINA BONDSREYNARD DOVE &
GORDON LYLE KEENER
FREDERICK L. TYNDALL, et ux
GORDON LYLE KEENER
BE
VE
RL
Y
D.
GAS
KIN
S
BE
VE
RL
Y
D.
GAS
KIN
S
BEVERLY D. GASKINS MICHAEL & JENNIFER LEDBETTER
GORDON LYLE KEENER
TH
OM
AS
A.
WIL
LIA
MS, III et ux
GEORGE D. LILLIS et ux
GORDON LYLE KEENER
McDONALD T. BENNETT, SR.
BILLY RAY WINGARD, JR. et ux
FREDERICK L. TYNDALL, et ux
JASON MICHAEL STANLEYLESLIE E. PARSON, et ux
AN
N
MU
RP
HY, et vir
FREDERICK L. TYNDALL, et uxOWNERSHIP OF THIS AREA UNDETERMINED OWNERSHIP OF THIS AREA UNDETERMINED
PROPERTIES, LLCJ&K FULCHEER
PROPERTIES, LLCJ&K FULCHEER
OWEN G. FULCHER JR
BE
VE
RL
Y
DIA
NE
GAS
KIN
S
JE
RR
Y
LY
NN
GAS
KIN
S
&
TE
RR
Y
WY
NN
GAS
KIN
S
AD
RIA
N
LEE
GAS
KIN
S
ROBERT ALLEN & KARI COWAN
CH
ER
YL
WHIT
E-
GRIE
R
HERBERT AVERY
ROBERT ALLEN & KARI COWAN
LESLIE E. PARSON, et ux
JA
MES
T.
GA
RO
LD
S, et ux
GORDON LYLE KEENERTERRY GASKINSADRIAN &
CH
ER
YL
WHIT
E-
GRIE
R
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LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
CEMETERIES
MA
TC
H
LIN
E 'A' - R
OLL 1
MA
TC
H
LIN
E 'A' - R
OLL 1
MA
TC
H
LIN
E 'B' - R
OLL 2
RAILROAD RIGHT OF WAY
LEGEND
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
AND GUTTER
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
BUILDINGS
TO BE REMOVED
AND GUTTER
AND GUTTER
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
2018
2040
CEMETERIES
RAILROAD RIGHT OF WAY
PROPOSED TRAFFIC SIGNAL
HISTORIC PROPERTY BOUNDARY HPB
800' - 1000'
800' - 1000'
WHERE POSSIBLEFULL CONTROL OF ACCESS
WHERE POSSIBLEFULL CONTROL OF ACCESS
*
*
*the amount of traffic and is subject to changeThe need for right turn lanes is dependent on
C
A
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A
C
A
C
A
DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS
POTENTIALLY TO BE USED AT ALL INTERSECTIONS
CR
AV
EN
CO
UN
TY
PROPOSED PARTIAL CONTROL OF ACCESS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
PRESENT ADT
FUTURE ADT
PROPERTY LINES
C
A
C
A
WETLAND LIMITS BOUNDARY
2018
2040
PROPOSED TRAFFIC SIGNAL
HISTORIC PROPERTY BOUNDARY HPB
PROPOSED PARTIAL CONTROL OF ACCESS
PR
OJE
CTS
R-3403B
&
R-2513
A
TO
SP
RUIL
L
TO
WN
RO
AD (S.R. 14
38)
FR
OM
AN
TIO
CH
RO
AD (S.R. 14
33)
WID
EN
U.S. 17 T
O
4 L
AN
E
DIVID
ED
HW
Y.
JU
LY 19, 2018
RO
LL 1
OF 6
TO
SP
RUIL
L
TO
WN
RO
AD (S.R. 14
38)
FR
OM
AN
TIO
CH
RO
AD (S.R. 14
33)
WID
EN
U.S. 17 T
O
4 L
AN
E
DIVID
ED
HW
Y.
JU
LY 19, 2018
RO
LL 1
OF 6
PR
OJE
CTS
R-3403B
&
R-2513
A
CR
AV
EN
CO
UN
TY
PU
BLIC
ME
ETIN
G
MA
P
PU
BLIC
ME
ETIN
G
MA
P
WLB
WLB
WLB
WLB
WLB
C C C
CCC
CA
RO
LIN
A PO
WER & LI
GH
T C
O.
WLB
WLB
WLBW
LB
WLB WLB
WLB
WLB
WLBWLB
WLB
WLB
WLB
C CC C CC
CCCCCC
CA
RO
LIN
A PO
WER & LI
GH
T C
O.
100' 200'100'
(ENGLISH)
50'
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
CRAVEN COUNTY
BEGIN TIP PROJECT R-3403B
-L- POT Sta. 154+00.00
6:14:1 6:1
L
.085:1 MAX.
6:1
5:1 MAX.
.08.08 .08
GRADE
POINT
GRADE
POINT
0.02 0.020.02 0.02 0.02 0.02
CROWN
POINT
CROWN
POINT
0.02 0.02
C -L- (US HWY 17)
2'
FDPS
2'
FDPS
13' w/GR13' w/GR
4'
FDPS
4'
FDPS
30'12'12'8'12'6'10' 12' 12' 8'
SEE PLANS
30'
15' 15'
6'6'
(3:1 MAX)
VAR. SLOPE
GROUND
ORIGINAL
SLOPE
VARIABLE
SLOPE
VARIABLE
GROUND
ORIGINAL
GROUND
ORIGINAL
3:1 MAX
FO
R C
UTS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
(TYP)
GRADE TO THIS LINE
TYPICAL SECTION U.S. HWY 17
6:14:1 6:1
L
.085:1 MAX.
6:1
5:1 MAX.
.08.08 .08
GRADE
POINT
GRADE
POINT
0.02 0.020.02 0.02 0.02 0.02
CROWN
POINT
CROWN
POINT
0.02 0.02
C -L- (US HWY 17)
2'
FDPS
2'
FDPS
13' w/GR13' w/GR
4'
FDPS
4'
FDPS
30'12'12'8'12'6'10' 12' 12' 8'
SEE PLANS
30'
15' 15'
6'6'
(3:1 MAX)
VAR. SLOPE
GROUND
ORIGINAL
SLOPE
VARIABLE
SLOPE
VARIABLE
GROUND
ORIGINAL
GROUND
ORIGINAL
3:1 MAX
FO
R C
UTS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
(TYP)
GRADE TO THIS LINE
TYPICAL SECTION U.S. HWY 17
EXIST. PAVEMENT WIDTH VAR.
EXIST. PAVEMENT WIDTH VAR.
= 0.06= 60 mph= Princ. Arterial
WLB
NA
D 83
NC
GRID
NA
D 83
NC
GRID
US 17 may be eliminated.such as via a side road, access to [insert mainline point may be considered. For properties that have access,(for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access pointNOTE:
US 17 may be eliminated.such as via a side road, access to [insert mainline point may be considered. For properties that have access,(for example, 2000 feet or more), an additional access per parcel. For properties with large road frontages Partial Control of Access is defined as one access pointNOTE:
WLB
SE = NC SE = NC
PI Sta 171+20.62
D
L = 241.23'
T = 120.62'
R = 23,000.00'
PI Sta 173+55.26
D
L = 228.05'
T = 114.03'
R = 23,000.00'
-L-
AAC
A
AAC
A
PROJECTS R-3403B & R-2513A
TO SPRUILL TOWN ROAD (S.R. 1438)
FROM ANTIOCH ROAD (S.R. 1433)
WIDEN U.S. 17 TO 4 LANE DIVIDED HWY.
JULY 19, 2018
ROLL 1 OF 6
PUBLIC MEETING MAP
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