A
AA
A
A
A
A
A
A
A
A
A
A
A
A
A
A A A
A
AA
A
A
A
A
A
A
A
A
A AA
A
HPB
HPB
HPB
HPB
HPB
HPB
HPB
C
A
CA
CA
HA
RO
LD
N. L
EE, e
t ux
FRANKLIN R. WHITFORD, et ux
HA
RR
EL
W. P
HIL
LIP
S, e
t ux
BRINSONEMMITT LEROY
EUGENE E. THOMAS, et al
WE
YE
RH
AE
US
ER
CO.
JOHN C. M
cOMB
ER, et
ux
EVYLON M. SCOTT , et ux
KEITH D. GASKINS
GASKINSKEITH D.
& TIMOTHY ROWECHRISTOPHER P. ROWE
MILLER II, et uxDAVID THOMAS
LOUELLA L. ROUSE
TOLERTHOMAS E. & BRENDA
JONESLINWOOD & LINDA
EFFIE R. GASKINS
G.A. WHITFORD III, et ux
THOMAS E. TOLER, et ux
WILLIAM D. SEALY, et ux
DONALD S. BELANGIA, et ux
SAMUEL H. BOYD, et ux
GASKINSEFFIE R.
FIRE DEPARTMENTLITTLE SWIFT CREEK VOLUNTEER
WILLIAM D. SEALY, et ux
JOSEPH E. THOMAS
WEYERHAEUSER CO.
THOMAS W. HAWKS
WILLIAM W. HAWKS, et ux
JOSEPH E. THOMAS, et ux
FRANKLIN R. WHITFORD, et ux
WEYERHAEUSER CO.
WEYERHAEUSER CO.
WEYERHAEUSER CO.
LIVING TRUSTPOTTER REVOCABLE
FRANKLIN R. WHITFORD, et ux
et uxFRANKLIN R. WHITFORD,
HAROLD N. LEE, et ux
EFFIE R. GASKINS
425
430
435
440
445
450
455
460
465
470
475
480
15
FF F
C
F
F
F
F
FC
F
F
F
F
F
F
F
F
F
F C
F
C
F
CF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
C
C
C
-L-
CS Sta. 441+
24.6
0
-L-
ST Sta. 443
+64.6
0
-L-
TS
Sta. 434+07.8
1
-L-
SC Sta. 436+47.8
1
-L-
TS Sta. 456+41.51
-L-
SC Sta. 458+81.51
-L-
CS Sta. 464+56.4
1
-L- S
T Sta. 466+96.41
-Y7- POT Sta. 10+00.00
-L- POS Sta. 466+03.94=
-Y7- P
C Sta. 12
+96.8
2
-Y7- PC Sta. 14+70.45
-Y7- PT Sta. 18+11.37
HPB
HPB
HPB
HPB
HPB
HPBHPB
HPB
HPB
HPBC
A
C
A
C
A
ELIJIAH T. TURNAGE, et ux
DSC INVESTMENTS
PHYLLIS B. SHARP
RACHAEL S. ANDERSON
PAUL F. PROCTOR
RICKY E. LEWIS
PAUL F. PROCTOR
PAUL F. PROCTOR
PAUL F. PROCTOR
LIS
A
MU
RP
HY
WANDA R. GASKINS
ARVIS G. BARROW, et ux OWNER UNKNOWN
PAUL F. PROCTOR ARVIS G. BARROW, et uxELIJIAH T. TURNAGE, et
ux
OF NEW BERN, LLCDSC INVESTMENTS
PAUL F. PROCTOR
ARVIS G. BARROW, et uxFRANK WRIGHT, et ux
ARVIS G. BARROW, et
ux
GREGORY LEARY
GREGORY T. LEARY
PAUL F. PROCTOR
PAUL F. PROCTOR
MALLARD OIL COMPANY LARRY PEADEN SR.MILTON R. WILEY, et ux
FREDERICK J. COOMBE, et ux
JERRY GASKINS, et ux
SARAH TOLER GASKINS
BRANDON STALLINGS
GARY GARERA
GREGORY T. LEARYTOLER
LUTHER & KRISTIN
GREGORY LEARY
ANDREW PURIFOY
STEPHEN C. GASKINS JR. , et ux
JIMMY LEE WHITFORD, et ux
STEPHEN CLAYTON GASKINS SR., et ux
EVERETT C. ARNOLD, et uxPATRICIA WHITFORD EATON
JERRY GASKINS, et ux
DERRY D. ROBERSON
et uxJESSE D. ROBERSON JR. ,
EVYLON M. SCOTT , et ux
EFFIE R. GASKINS
PATRICIA WHITFORD EATON
EFFIE R. GASKINS
CHARLIE MURPHY
SWAINAALEN & LISA
THOMAS, et uxDENNIS V. & MICHELLE C.
DOUGLAS E. COWAN
365
370
375
380
385
390 3
95
400
405
410
415
420
15
20
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
F C
F C
C
F F
C F
F
F
F C
F
C F
F
F
F
F
F
F
F
FC
F
F
F
F
F
FF
F C
F
FC F
F
C
F
C
CC
C
C
C
CC
C
C
C F
CF
F
F
F
F
CC
F
C
F
F
CF
F
F
F
C
F C
C
CC F
C F
FF
C
F
F
F
F
F
F
F
CF
F
F
F
F
F
C
F
F
FF
-L-
TS
Sta. 388+67.4
2
-L-
SC Sta. 389+87.4
2
-L-
CS
Sta. 396+35.5
1
-L-
ST
Sta. 397+55.5
1
-Y5- PC Sta. 22+08.90
-Y5- PT Sta. 20+17.58
-Y5- POC Sta. 15+92.55
-L- POT Sta. 403+56.15
-Y5- P
C Sta. 14
+99.1
3
-Y5- P
OT Sta. 10+
00.00
-Y5- PT Sta. 23+68.14
MA
TC
H
LIN
E 'D' - R
OLL 2
MA
TC
H
LIN
E 'E' - R
OLL 3
MA
TC
H
LIN
E 'E'
RO
LL 3
MATC
H
LIN
E 'F' - RO
LL 4
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
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
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
CEMETERIES
RAILROAD RIGHT OF WAY
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
C
A
C
A
C
A
DIRECTIONAL CROSSOVER WITH MEDIAN U-TURNS
POTENTIALLY TO BE USED AT ALL INTERSECTIONS
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
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
CR
AV
EN
CO
UN
TY
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 3 O
F 6
PU
BLIC
ME
ETIN
G
MA
P
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
PR
OJE
CTS
R-3403B
&
R-2513
A
PU
BLIC
ME
ETIN
G
MA
P
RO
LL 3 O
F 6
CR
AV
EN
CO
UN
TY
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLBWLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
NO
RFO
LK SO
UTH
ERN
RR
ABANDONED BRICK ROADDO NOT DISTURB
WLB
WLB
WLB
WLB
C C C
C
CC
C
C
C
C
C
C
C
C
C CC
C
SR 14
34
ASKIN
S BRIC
K RD
SR 10
03
AU
RO
RA
RD
RR
NR
EH
TU
OS
&
KLO
FR
ON
GRADE TO THIS LINEGRADE TO THIS LINE
GRADE TO THIS LINE
4:1
.08.08
GRADE
POINT
0.02
L
0.02
VAR. 3:
1 MAX.
* SHOULDER W/GR 7'
10'10' 8'2'* 2'*
VAR. (3:1 M
AX.)
4:1
.08
GRADE
POINT
L
.08
C -Y5- (AURORA RD.)
VARIES
0' - 12' 0' - 8'
0' - 4'
0.020.02
6'
9' w/ GR
6'
9' w/ GR
SEE PLANS
12'12'VARIES
0'- 12'
VARIES
VARIES
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
0.0250.025
L
.08 .08
GRADE
POINT
GRADE TO THIS LINE
0.020.025
GRADE
POINT
0.020.025
13' w/GR 13' w/GR
GRADE TO THIS LINE
2'
FDPS
2'
FDPS
4'
FDPS
4'
FDPS
VARIES
17.5' TO 30'
12' 12' 8'12'12'8'12'6'10'
VARIES
8.75' - 15'
VARIES
8.75' - 15'
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
(3:1 MAX)
VAR. SLOPE
GROUND
ORIGINAL
SLOPE
VARIABLE
FO
R C
UTS
HIN
GE P
OIN
T
6:1
30'
SLOPE
VARIABLE
GROUND
ORIGINAL
GROUND
ORIGINAL
3:1 MAX
C -L- (US HWY 17)
TYPICAL SECTION U.S. HWY 17
GROUNDORIGINAL
GROUNDORIGINAL
TYPICAL SECTION ERNUL BRICK RD
GROUNDORIGINAL
GROUNDORIGINAL
C -Y7- (ERNUL BRICK RD)
TYPICAL SECTION AURORA RD
EXIST. PAVEMENT WIDTH VAR.
EXIST. PAVEMENT WIDTH VAR.
ADT2040
TRAFFIC DIAGRAM
US 17-L-
US 17-L-
-Y7-ERNUL BRICK RD.
7,600
9,300
7,600
9,300
2020
100
100
100
100
100
200
100' 200'100'
(ENGLISH)
50'
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 0.06= 60 mph= Princ. Arterial
ADT2040
TRAFFIC DIAGRAM
US 17-L-
US 17-L-
2020
-Y5-ASKIN BRICK RD.
-Y5-AURORA RD.
500
700
1,200
1,500
7,600
9,300
7,600
9,300
200
300
200
300
500
600600
800
NA
D 83
NC
GRID
NA
D 83
NC
GRID
LITTLE SWIFT CREEK AREA
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:
VAR. (3:1 M
AX.)
VAR. (3:1 M
AX.)
WLB
WLB
PI Sta 17+68.90
D
L = 518.45'
T = 269.77'
R = 760.00'
SE = 0.03
RUNOFF = 75.00'
-Y5-
PI Sta 22+88.52
D
L = 159.23'
T = 79.62'
R = 7,923.79'
RUNOFF = 52.00'
SE = RC
-L-
SE = 0.06
PIs Sta 435+59.86
F
Ls = 240.00'
LT = 160.03'
ST = 80.03'
PI Sta 438+79.47
D
L = 476.79'
T = 239.64'
R = 1,909.86'
PIs Sta 441+96.64
F
Ls = 240.00'
LT = 160.03'
ST = 80.03'
PIs Sta 435+59.86
F
Ls = 240.00'
LT = 160.03'
ST = 80.03'
PI Sta 438+79.47
D
L = 476.79'
T = 239.64'
R = 1,909.86'
PIs Sta 441+96.64
F
Ls = 240.00'
LT = 160.03'
ST = 80.03'
SE = 0.06
R = 1,330.00'
PIs Sta 458+01.58
F
Ls = 240.00'
LT = 160.07'
ST = 80.06'
PI Sta 461+73.52
D
L = 574.89'
T = 292.01'
PIs Sta 465+36.47
F
Ls = 240.00'
LT = 160.07'
ST = 80.06'
SE = EX.
PI Sta 13+62.47
L = 124.11'
T = 65.65'
R = 154.00'
PI Sta 16+43.29
D
L = 340.92'
T = 172.84'
R = 840.00'
-Y7-
SE = 0.04
D
-Y5- POT 14+00.00
BEGIN CONSTRUCTION
-Y5- POT 22+00.00
END CONSTRUCTION
-Y5- POT 22+00.00
END CONSTRUCTION
AAC
A
AAC
A
CRAVEN COUNTY
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 3 OF 6
PUBLIC MEETING MAP
