(ENGLISH) - NCDOT
1
W L B M A T C H L I N E T O R O LL 15 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 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 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 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 C A C A C A C A C A 1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 10+00 15 + 00 1 0 +0 0 15 +0 0 20 + 00 25 + 00 30 + 00 F C C C C F F C F F F C C C C C C C C C C C C C F F F F C C C C F F F F C C C C C F C C C F F C 25+00 30+00 35+00 40 + 00 45 + 00 EXIT 81 ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITY SHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT UTILITY INFORMATION: NOTE: FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED. 100' 200' 100' (ENGLISH) 50' WLB DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 0' DESIGN DATA Max. Superelev. Design Speed Functional Class. = 0.08 = 70 mph = Interstate SEE X-SECTIONS VARIABLE SLOPE ORIGINAL GROUND ORIGINAL GROUND GRADE TO THIS LINE 6 : 1 6 : 1 18' 6' 4' FDPS 10' 4' L ( 3 : 1 M AX ) VA R . S L O P E POINT GRADE 0 . 0 8 ORIGINAL GROUND F O R F I LL S HI NGE P O I NT F O R F I LL S HI NGE P O I NT F O R CUT S HI NGE P O I NT 30' 12' 12' 17' W/GR 14' 3 : 1 M AX 19' W/GR 6 : 1 4 : 1 4' FDPS 0 . 02 0 . 04 0 . 02 0 . 02 RAMPS C VARIABLE SLOPE WLB TYPICAL SECTION RAMPS NAD 83 NA 2011 I-95 -L- I-95 -L- 2018 ADT 2040 TRAFFIC DIAGRAM 40000 39000 20300 64100 1700 1600 4400 63100 50300 30300 92900 2700 2100 7600 I-40 I-40 24000 39800 0 . 025 12' 12' 12' POINT GRADE 12' 0 . 025 0 . 025 0 . 025 0 . 04 13' 0 . 025 12' 12' 12' POINT 12' 0 . 025 0 . 025 0 . 025 0 . 04 13' POINT CROWN CROWN 14' 17' W/GR FDPS 0 . 04 18' 10' 6' 6 : 1 F O R CUT S HI NGE P O I NT 14' 17' W/GR 0 . 04 0 . 04 0 . 04 FDPS GRADE TO THIS LINE GRADE TO THIS LINE POINT GRADE TYPICAL SECTION I-95 NBL SBL ( 3 : 1 M AX ) VA R . S L O P E 6 : 1 4 : 1 30' 3 : 1 M AX 6 : 1 F O R F I LL S HI NGE P O I NT ORIGINAL GROUND ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND VARIABLE SLOPE ORIGINAL GROUND 12' 12' L C -L- (I-95) D E S I GN P U B L I C M EET I NG M A P J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND S . T . I . P . NO. I- 5986 DESIGN PUBLIC MEETING MAP JOHNSTON COUNTIES CUMBERLAND, HARNETT, AND S.T.I.P. NO. I-5986 D E S I GN P U B L I C M EET I NG M A P J OHNS T ON C OUNT I E S C U M B E RL AND , HA RNETT , AND S . T . I . P . NO. I- 5986 ROLL 16 OF 16 ( E XI T 56 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 301 ROLL 16 OF 16 (EXIT 56) TO I-40 (EXIT 81) I-95 FROM I-95 BUSINESS/ US 301 ROLL 16 OF 16 ( E XI T 56 )T O I- 40 ( E XI T 81 ) I- 95 F ROM I- 95 B US I NE SS / US 301 WL B W L B W L B WLB WL B W L B WL B WLB W L B W L B W L B W L B W L B W L B W L B -Y33- POT STA. 45+50.00 END CONSTRUCTION 20 ' U T I L I T Y E A S E ME N T BEGIN CONSTRUCTION END CONSTRUCTION -Y19RPB- POC STA. 22+00.00 30 ' UT I L I T Y E AS E M E NT 20 ' U T I L I T Y E A S E ME N T 30 ' U T I L I T Y E A S E ME N T 30 ' U T I L I T Y E A S E ME N T H EL MS DOG WOO D R OA D JAMES RAY STEWART JAMES RAY STEWART CARLIE NEIL WHEELESS JAMES E. WILSON SHELBY LEE HALL CARLIE SHERRILL & SHERRILL HALL CARLIE LOIS MAE GRISSOM & GEORGE ANTHONY SHANNON STANLEY JACK E. McLAMB J.E. WILSON LINDA McLAMB JOHNSON ODIS DELMA & LINDA McLAMB JOHNSON ODIS DELMA & JOHNSON ODIS & LINA DANNY BLACKMON NEW CINGULAR WIRELESS PCS, LLC ARTHUR RAYVON ADAMS RACHAEL ADAMS BAILEY ARTHUR ADAMS CHARLES JOHNSON FARM HEIRS CHARLES JOHNSON FARM HEIRS B E N S O N C I T Y L I M I T S BENSON CITY LIMITS B E N S ON C I T Y L I M I T S B E NS ON C I T Y L I M I T S BENSON CITY LIMITS T O RA LE I GH T O W I L M I NGT ON -Y19RPCA- SC STA. 18+12.13 SR 1219 N. WALTON AVE. - Y 19 R P C A - - Y 19 R P B - 290 ' E X. RW -L- POT STA. 1414+50.00 END TIP PROJECT I-5986 SR 1219 N. WALTON AVE. TO SMITHFIELD INTERSTATE 95 INTERSTATE 95 I NTE R S T ATE 40 I N TE R S T A TE 40
Transcript of (ENGLISH) - NCDOT
WLB
MA
TC
H
LIN
E TO
RO
LL 15
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
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
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
CA
C
A
CA
CA
CA
C
A
CA
C
A
C
A
C
A
C
A
C
A
CA
C A
CA
CA
CA
C A
CACA
C
A
C
A
C
A
C
A
C
A
C
A
C
A
1380+00 1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00
10+00
15+00
10+00
15+00
20+00
25+0
0
30+00
F C
C
C CF
FC
FF
F
C
C
C C
C
C
C
C
C C
C C CFFF F
CC
C
C F F
FF
CC
C
CCF
C
CC FF
C 25+00 30+00 35+00 40+00
45+00
EXIT 81
ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. EASEMENTS. THE DESIGNS SHOWN ON THESE MAPS, INCLUDING UTILITY EASEMENTS, ON THESE MAPS IS LIMITED TO LOCATIONS OF MAJOR EXISTING AND POTENTIAL UTILITYSHOWN ON THESE MAPS OR ON OTHER DISPLAYS. THE UTILITY INFORMATION SHOWN TO PROVIDE GREATER VISUAL CLARITY, EXISTING AND PROPOSED UTILITIES ARE NOT
UTILITY INFORMATION:
NOTE:FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITYPROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS AREGRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.
100' 200'100'
(ENGLISH)
50'
WLB
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
= 0.08= 70 mph= Interstate
SEE X-SECTIONSVARIABLE SLOPE
ORIGINAL GROUND
ORIGINAL GROUND
GRADE TO THIS LINE
6:1 6:1
18' 6'
4'
FDPS
10'4'
L
(3:1 M
AX)
VAR. SLO
PE
POINT
GRADE
0.08
ORIGINAL GROUND
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R FIL
LS
HIN
GE P
OIN
T
FO
R C
UTS
HIN
GE P
OIN
T
30' 12' 12'
17' W/GR
14'
3:1 M
AX
19' W/GR
6:14:1
4'
FDPS
0.020.04 0.02 0.02
RAMPSC
VARIABLE SLOPE
WLB
TYPICAL SECTION RAMPS
NA
D 83 N
A 2011
PAPER SIZE: 84 X 35.49100 SCALE
I-95-L-
I-95-L-
2018ADT
2040
TRAFFIC DIAGRAM
40000
39000
20300
64100 1700
16004400
63100
50300
30300
92900 2700
21007600
I-40
I-40
24000
39800
0.025
12' 12'12'
POINT
GRADE
12'
0.025 0.025 0.025 0.04
13'
0.025
12'12' 12'
POINT
12'
0.0250.0250.0250.04
13'
POINT
CROWN CROWN
14'
17' W/GR
FDPS
0.04
18'10' 6'
6:1
FO
R C
UTS
HIN
GE P
OIN
T
14'
17' W/GR
0.040.04 0.04
FDPS
GRADE TO THIS LINE GRADE TO THIS LINE
POINT
GRADE
TYPICAL SECTION I-95
NBLSBL
(3:1 M
AX)
VAR. SLO
PE
6:14:1
30'
3:1 M
AX
6:1
FO
R FIL
LS
HIN
GE P
OIN
T
ORIGINAL GROUND
ORIGINAL GROUND
VARIABLE SLOPE
ORIGINAL GROUND
VARIABLE SLOPE
ORIGINAL GROUND 12' 12'
LC -L- (I-95)
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
JO
HN
ST
ON
CO
UN
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CU
MB
ER
LA
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AR
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ND
S.T.I.P. N
O. I-5986
DESIGN PUBLIC MEETING MAP
JOHNSTON COUNTIESCUMBERLAND, HARNETT, AND
S.T.I.P. NO. I-5986
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
JO
HN
ST
ON
CO
UN
TIES
CU
MB
ER
LA
ND, H
AR
NE
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ND
S.T.I.P. N
O. I-5986
RO
LL 16 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
ROLL 16 OF 16
(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301
RO
LL 16 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301W
LB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
-Y33- POT STA. 45+50.00
END CONSTRUCTION
20' UTILITY EASEMENT
BEGIN CONSTRUCTION
END CONSTRUCTION
-Y19RPB- POC STA. 22+00.00
30' UTILIT
Y E
ASE
ME
NT
20' UTILITY EASEMENT
30' UTILITY EASEMENT
30' UTIL
ITY EASE
MENT
HELMS DOGWOOD ROAD
JAMES RAY STEWART
JAMES RAY STEWART
CARLIE NEIL WHEELESS
JAMES E. WILSON
SHELBY LEE HALLCARLIE SHERRILL &
SHERRILL HALLCARLIE
LOIS MAE GRISSOM&
GEORGE ANTHONY
SHANNON STANLEY
JACK E. McLAMB
J.E. WILSON
LINDA McLAMB JOHNSONODIS DELMA &
LINDA McLAMB JOHNSONODIS DELMA &
JOHNSONODIS & LINA
DANNY BLACKMON
NEW CINGULAR WIRELESS PCS, LLC
ARTHUR RAYVON ADAMS
RACHAEL ADAMS BAILEY
ARTHUR ADAMS
CHARLES JOHNSON FARM HEIRS
CHARLES JOHNSON FARM HEIRS
BEN
SON CITY LIM
ITS
BENSON CITY LIMITS
BENSON CITY LIMITS
BE
NS
ON
CIT
Y LIM
ITS
BENSON CITY LIMITS
TO
RA
LEIG
H
TO
WIL
MIN
GT
ON
-Y19RPCA- SC STA. 18+12.13
SR 1219 N. WALTON AVE.
-Y19RPCA-
-Y19RPB-
290'
EX. R
W
-L- POT STA. 1414+50.00
END TIP PROJECT I-5986
SR 1219 N. WALTON AVE.
TO SMITHFIELD
INTERSTATE
95INTERSTATE
95
IN
TE
RS
TA
TE
40
INTERST
ATE
40
