(english) - ncdotkenneth r. & angela kenneth r. fillingame, et ux living trust potter revocable...
TRANSCRIPT
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RLIE
E. E
LKS, e
t ux
GARLAND C. GASKINS, et ux
DEWEY M. HAYE JRLEE H. TRIPP&
SAMUEL L. GATHINGS
JOYCE A. WOOLARD
IDA W. BUCK
GASKINS, et uxGARLAND C.
YAEGERPAUL S. & MABLE
GARLAND C. GASKINS, et ux
GASKINS, et uxGARLAND C.
GASKINS, et uxGARLAND C.
ELKS, et uxEARLIE E.
WORTHINGTON, et uxGEORGE S.
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550
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JAMES E. OLIVER
WIL
LIAM
G. S
HANNON HEI
RS
SIM
PKIN
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FO
UN
TAIN
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HIL-DEL HOMESITES, LLC
LIVING TRUSTPOTTER REVOCABLE
JOHN C. McOMBER, et ux
JOHN C. McOMBER, et ux
TIMOTHY WILSON
GARY GARERA
WILMA JOAN MANNING
HIL-DEL HOMESITES, LLC
FILLINGAMEKENNETH R. & ANGELA
KENNETH R. FILLINGAME, et ux
LIVING TRUSTPOTTER REVOCABLE
CARROLL P. WHITE, et ux
JAMES ALTON WHITFORD, et ux
JAMES ALTON WHITFORD, et ux
PEGGY WILLIS MEADOWS GATLIN , et al
JAMES ALTON WHITFORD, et ux
DAVID RIZK
MICHAEL J. JOHNSON, JR.
MEADOWSDANIEL C. & ROSA W.
SCOTTANDREW D. & ELAINE F.
SCOTTANDREW D. & ELAINE F.
VICKI SHANNON SCHAWRTZ
JAMES ALTON WHITFORD, et ux
JAMES ALTON WHITFORD, et ux
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LARRY NORMAN,
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DEBORAH D.
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ROBERT L. POWERS, et ux
BARNES, et uxJESSE ALLEN
TRACY IPOCK, et al
THE WORLDWOODMEN OF
et uxDANIEL MEADOWS,
VANDIFORD, SR.CHARLES W. FIELDS, et ux
ANTHONY V.
DEBORAH D. REGISTER
DEBORAH D. REGISTER
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-Y10- PC Sta. 22+39.36
-Y10- POC Sta. 24+87.28
-L- POT Sta. 532+82.13=
-Y10- P
T Sta.
26+76.0
7
-Y10- P
C Sta.
29+72.7
9
-Y10- PCC St
a. 33+69.6
5
-Y10- PCC Sta. 35+29.69
-Y10- PCC Sta. 38+03.34
-Y10- PT Sta. 42+36.87
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WILLIAM WADE CASE, et ux
WILLIAM WADE CASE, et uxKATIE F. CHANDLER
STACEY D. PATTERSON
DEBORAH D. REGISTER
MILDRED NORFLEET
BOBBY D. COLE (TRUST)BO
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EY
BR
YA
NT
LIL
LIE
MA
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10
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FF
-Y10- POT Sta. 10+00.0
0
MA
TC
H
LIN
E 'F' - R
OLL 3
MA
TC
H
LIN
E 'G' - R
OLL 4
MA
TC
H
LIN
E 'G' - R
OLL 4
INSET MATCH LINE
INSET MATCH LINE
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
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
MA
TC
H
LIN
E 'F' - R
OLL 5
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 4 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 4 O
F 6
CR
AV
EN
CO
UN
TY
WLB
WLB
C C
CC CC
WLB
WLB
WLB
WLB WLB
WLB
C
C C
CC C C C C
C
C
CC
C C C
ADT2040
TRAFFIC DIAGRAM
-L- POT Sta. 550+00.00
BEGIN TIP PROJECT R-2513A
END TIP PROJECT R-3403B
GRADE TO THIS LINE
GRADE TO THIS LINE
VAR. 2:1 T
O 4:1
4:1
.02 .02
VAR. 2:1 T
O 4:1.08
L
.08
C -Y10- (NC 43)
SEE PLANSSEE PLANS
TYPICAL SECTION NC 43
0.020.02
2'
FDPS
2'
FDPS
8'
13' w/ GR
8'
13' w/ GR
SEE PLANS
VARIES
0' TO 12'
8'
2438.2607
12'VARIES
0' TO 12'
12'
VAR. 2:1 T
O 4:1 VAR. 2
:1 TO
4:1
4:1
.08
GRADE
POINT
L
.080.02
C -Y10- (MACEDONIA CHURCH RD.)
0.02
8'
11' w/ GR
8'
11' w/ GR
SEE PLANS
VARIES
0' TO 12'
12' 12'
L
.08
5:1 MAX.5:1 MAX.
.08 .08.08
GRADE
POINT
GRADE
POINT
0.02 0.02 0.02 0.020.020.020.020.02
CROWN
POINT POINT
CROWN
C -L- (US HWY 17)
FDPS
2'2'
FDPS
13' w/GR 13' w/GR
4'
FDPS
4'
FDPS
EXIST. PAVEMENT WIDTH VAR.
SEE PLANS
15'15'
6' 6'
12'12'8'12' 30' 12' 12' 8'
(TYP)
GRADE TO THIS LINE
6:14:1 6:1
6'10'
(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
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
TYPICAL SECTION U.S. HWY 17
L
.08
5:1 MAX.5:1 MAX.
.08 .08.08
GRADE
POINT
GRADE
POINT
0.02 0.02 0.02 0.020.020.020.020.02
CROWN
POINT POINT
CROWN
C -L- (US HWY 17)
FDPS
2'2'
FDPS
13' w/GR 13' w/GR
4'
FDPS
4'
FDPS
EXIST. PAVEMENT WIDTH VAR.
SEE PLANS
15'15'
6' 6'
12'12'8'12' 30' 12' 12' 8'
(TYP)
GRADE TO THIS LINE
6:14:1 6:1
6'10'
(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
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
TYPICAL SECTION U.S. HWY 17
GROUNDORIGINAL
GROUNDORIGINAL
TYPICAL SECTION MACEDONIA CHURCH RD
GROUNDORIGINAL
GROUNDORIGINAL
EXIST. PAVEMENT WIDTH VAR.
EXIST. PAVEMENT WIDTH VAR.
2020
-Y10-NC 43
-Y10-MACEDONIA CHURCH RD.
US 17-L-
US 17-L-
6,000
7,600
1,200
2,100
7,600
9,300
9,900
12,200
1,300
1,600
3,700
4,700
400
500
200
300
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
INSET
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:
NA
D 83
NC
GRID
WLB
PI Sta 31+71.37
D
L = 396.86'
T = 198.58'
R = 4,199.26'
PI Sta 34+49.80
D
L = 160.04'
T = 80.15'
R = 1,148.61'
PI Sta 36+66.62
D
L = 273.64'
T = 136.92'
R = 2,919.90'
PI Sta 40+20.37
D
L = 433.53'
T = 217.04'
R = 3,531.61'
RUNOFF = 78.00'
SE = 0.03
-Y10-
RUNOFF = 136.00'
SE = 0.04
-Y10- POC 36+50.00
END CONSTRUCTION
-Y10- POT 11+00.00
BEGIN CONSTRUCTION
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 4 OF 6
PUBLIC MEETING MAP