SR3 - NCDOT · city of w ade c i t y a o f w d e c i t y o f design data w a d e c i t y o f w a d...
1
C I T Y O F WAD E CI TY OF WADE CI TY OF WADE CI TY OF WADE CI TY OF WADE 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 C A C A C A C A C A C A C A C A C A EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W EXI STI NG R/W 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00 10 +00 15 +00 20 +00 25 +00 30 +00 35 + 00 10 +00 15 +00 2 0 +00 25 +0 0 3 0 +00 35 +0 0 4 0 +00 10+00 15 + 0 0 20 + 00 25 + 00 10 + 00 15 + 00 20 + 00 2 5 + 0 0 10 + 00 15 + 00 20 + 00 25 + 0 0 30 + 00 10+00 15 + 00 2 0 + 00 2 5 + 00 C F C C F F F C C C C F F F C C F F F C C C F F F C C F F C C C F F F C C C C C F C C F F F F F C C F F F F F F C C C F C F C F F F C C C C F F F F C C C C F C F F F F F C C F C F F F F F F C C C F F F F F C C C C F F F C C F F F F F F F F F F F F F F C C C C C C C F F F F C C C C C F C C C C C C C C C C C F C C F C C 1 5 + 00 2 0 + 00 1 5 +0 0 20 + 00 25+00 M A T C H L I N E T O R O LL 2 M A T C H L I N E T O R O 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 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 EXISTING STRUCTURES, ISLAND, CURB TO BE REMOVED TO BE RETAINED EXISTING STRUCTURES, ISLAND, CURB PROPOSED STRUCTURES, ISLAND, CURB PROPOSED ROADWAY EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY EXISTING ROADWAY PROPOSED RIGHT OF WAY EXISTING RIGHT OF WAY TO BE REMOVED LAKES, RIVER, STREAMS AND PONDS PROPOSED CONTROL OF ACCESS EXISTING CONTROL OF ACCESS WETLAND LIMITS BOUNDARY AND UTILITY) PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION, EXISTING UTILITY EASEMENT LEGEND AND GUTTER BUILDINGS AND GUTTER AND GUTTER PRESENT ADT FUTURE ADT PROPERTY LINES CEMETERIES C A C A 2018 2040 EXIT 61 I-95 SBL I-95 NBL P U RD Y M A TT H E W S RD . S R 18 1 5 W AD E S TE A D M AN RD . S R 18 15 W AD E S T E AD M AN RD . S R 1005 S M I T H F I E L D RD . - Y 7 L P D - - Y 7 L P B - - Y 7 R P B - - Y 7 R P D - S R 1 8 57 C OV I NGT ON L N. S R 1 814 J . T . M A TT H E W S RD . 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. 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: WL B W L B W L B W L B WLB W L B W L B W L B WL B W L B W L B WL B W L B W L B WLB W L B WLB W L B W L B END CONSTRUCTION BEGIN CONSTRUCTION -Y6- POT STA. 11+00.00 -Y6- POT STA. 31+50.00 BEGIN CONSTRUCTION -Y7- POT STA. 16+00.00 END CONSTRUCTION -Y7- POT STA. 41+00.00 END CONSTRUCTION -SR3- POT STA. 23+78.15 WEEKS FARM, INC NCDOT WEEKS FARM, INC NCDOT NCDOT NCDOT TART AND TART, INC ET AL JOHNATHAN D PARTIN SUSIE A PARTIN HUGH A MCPHAIL WALLACE LEE JERNIGAN, JR CARLA H BAREFOOT WESLEY L BAREFOOT CARLA H BAREFOOT WESLEY L BAREFOOT RUBY WARREN BULLARD GEORGE EDMUND BULLARD, III RONALD GEORGE HILL PEGGY MCPHAIL HILL RUBY WARREN BULLARD GEORGE EDMUND BULLARD, III RONALD GEORGE HILL PEGGY MCPHAIL HILL COURTNEY J WILLIAMS HEATHER B WILLIAMS NANCY WONG TRUSTEE OF ANNA L CHOA ANNA L CHAO, NANCY C DIXON MICHAEL D DIXON SAMUEL A ROBERTS NANCY C DIXON MICHAEL D DIXON SAMUEL A ROBERTS NANCY C DIXON MICHAEL D DIXON SAMUEL A ROBERTS SANDRA U DAUGHTRY WILLIAM C DAUGHTRY RUBY W BULLARD GEORGE EDMUND BULLARD III RUBY W BULLARD GEORGE EDMUND BULLARD III JACKIE L GLOVER TRUSTEE SHIVA REAL ESTATE LLC DUKE ENERGY PROGRESS INC BARNES JR, LUTHER CURTIS BARNES JR, LUTHER CURTIS TART & TART INC MATTHEWS, CHARLES DWIGHT M A TT HE W S , CHA R LE S DW I GHT MALINDA BAIN RICHBOURG BAIN JR, SEAVY A & MALINDA BAIN RICHBOURG BAIN JR, SEAVY A & SHREEJI GAS LLC LLC SHREEJI GAS PRESLER, SHELBY MATTHEWS PRESLER, SHELBY MATTHEWS TART & TART INC WOOD, EDDIE C & GARY F W OOD , E DD I E C & W I F E B ET T Y H WOOD, EDDIE CALVIN & WIFE HENREITTA C BETHEA SR, ROBERT E & WIFE HENREITTA C BETHEA SR, ROBERT E MCLAURIN JEAN W NCDOT NCDOT NCDOT NCDOT DUKE ENERGY PROGRESS INC TART INC TART & TART INC TART & PROGRESS INC DUKE ENERGY LLC PROPERTIES CORNETT PROPERTIES LLC CORNETT WOOD, GARY F 15' EASEMENT MOORE, ELENE 126 127 128 125 129 130 220 ' E X. RW 220 ' E X. RW 300 ' E X. RW R W E X . 6 0 ' R W E X . 60 ' R W E X . 60 ' R W E X . 6 0 ' NA D 83 NA 2011 (ENGLISH) 0' DESIGN DATA Max. Superelev. Design Speed Functional Class. DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS = 0.08 = 70 mph = Interstate 200' 100' 200' 400' FDPS 0 . 08 4 : 1 VAR. SLOPES ORIGINAL GROUND ORIGINAL GROUND FDPS 0 . 08 4' 3 : 1 M AX . C L GRADE TO THIS LINE GRADE POINT 12' 12' 8' 11' W/GR 8' 4' 12' ORIGINAL GROUND 4 : 1 3 : 1MAX S L OP E 0 . 0 2 0 . 02 0 . 02 -Y- LINES TYPICAL SECTION -Y- LINES 0 . 02 C L 0 . 02 POINT GRADE " 2 1 1'-7 " 2 1 1'-7 -Y7- (SR 1815) TYPICAL SECTION -Y7- BRIDGE POINT GRADE 0 . 0 8 L ORIGINAL GROUND 4 : 1 0 . 08 ORIGINAL GROUND 0 . 02 0 . 02 GRADE TO THIS LINE 3 : 1MAX S L OP E 3 : 1MAX S L OP E 7' W/GR 3' 3' C SERVICE ROADS TYPICAL SECTION SERVICE ROADS ORIGINAL GROUND ORIGINAL GROUND GRADE TO THIS LINE 6 : 1 6 : 1 18' 6' 4' FDPS 10' 4' L ( 3 : 1 M AX ) V A R . S L O P E POINT GRADE 0 . 08 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 C TYPICAL SECTION RAMPS/LOOPS RAMPS/LOOPS VARIABLE SLOPE VARIABLE SLOPE WLB WLB I-95 -L- I-95 -L- 2018 ADT 2040 TRAFFIC DIAGRAM -Y7- WADE STEADMAN RD. -Y7- WADE STEADMAN RD. 125 JOHNSON, BRETT CORY TART & TART INC AMERICAN DREAM PROPERTY MANAGEMENT JACQUELINE K WHEELER STAVY V MCGADDEN, III EMILY BARNES, WILLIAM D PHILBECK BANSAL, SHIVRAJ KUMAR 126 127 128 129 130 8' 8' 16' 12' 12' 4' 4' 48' 51'-3" C L 0 . 02 POINT GRADE " 2 1 1'-7 " 2 1 1'-7 -Y6- (SR 1831) TYPICAL SECTION -Y6- BRIDGE 11' 11' 4' 4' 0 . 02 33'-3" 30' 0 . 02 11' W/GR VARIES 0'-16' 10' 10' *11' *11' *6' 8' *6', 9' W/GR * -Y6- SMITHFIELD ROAD 2400 56100 1900 56700 1100 700 500 600 2700 73200 1700 73800 1200 800 400 600 2018 ADT 2040 TRAFFIC DIAGRAM -Y7- WADE STEADMAN RD. -Y7- WADE STEADMAN RD. 1900 1700 -100 200 1700 1500 200 -100 J.T. MATTHEWS RD. -Y20- 200 200 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 ( 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' TYPICAL SECTION I-95 NBL SBL -L- (I-95) L C 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 3 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 3 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 3 OF 16 (EXIT 56) TO I-40 (EXIT 81) I-95 FROM I-95 BUSINESS/ US 301 INTERSTATE 95 INTERSTATE 95 INTERSTATE 95
Transcript of SR3 - NCDOT · city of w ade c i t y a o f w d e c i t y o f design data w a d e c i t y o f w a d...
CITY OF WADE
CIT
Y
OF
WA
DE
CIT
Y OF
WADE
CIT
Y
OF
WA
DE
CIT
Y OF
WADE
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
CA
C
A
C
AC
A
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
CA
C
A
C
A
C
A
C
A
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
EXIS
TIN
G
R/
W
280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 375+00 380+00 385+00 390+00 395+00
10+00
15+00
20+00
25+00
30+00
35+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
10+0015+
00
20+0
0
25+00
10+00
15+00
20+00
25+
00
10+0015+00
20+0025+
00
30+0
0
10+00
15+00
20+0
0
25+0
0
C F C C F F
F C C C
C
F
F
F
C C
F
F
F
C
C C
F
F
F
C
C
F
F
C
C C F F F C C C C C F C C F F F F F C C F F F F F F C CC F
C F C
F
F
F
C
C
C C F F F F C C C C F C F F F F F C C F C F F F F F F C CC
F
F
F
F
FC
C
C
CF
F
F C C FF
F
F
F
F
F F
F
F
F
F
F
FC
C
C
CC
C
C
F
F
F
F
C
C
C
C
C
F
C
C
C
C
C
C
C
C
C
C C F
C
C
F C C
15+00
20+00
15+00
20+00
25+00
MA
TC
H
LIN
E TO
RO
LL 2
MA
TC
H
LIN
E TO
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
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
EXISTING STRUCTURES, ISLAND, CURB
TO BE REMOVED
TO BE RETAINED
EXISTING STRUCTURES, ISLAND, CURB
PROPOSED STRUCTURES, ISLAND, CURB
PROPOSED ROADWAY
EXISTING ROADWAY TO BE RESURFACED
EXISTING ROADWAY
EXISTING ROADWAY
PROPOSED RIGHT OF WAY
EXISTING RIGHT OF WAY
TO BE REMOVED
LAKES, RIVER, STREAMS AND PONDS
PROPOSED CONTROL OF ACCESS
EXISTING CONTROL OF ACCESS
WETLAND LIMITS BOUNDARY
AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,
EXISTING UTILITY EASEMENT
LEGEND
AND GUTTER
BUILDINGS
AND GUTTER
AND GUTTER
PRESENT ADT
FUTURE ADT
PROPERTY LINES
CEMETERIES
C
A
C
A
2018
2040EXIT 61
I-95 SBL
I-95 NBL
PU
RD
Y
MA
TT
HE
WS
RD.
SR 18
15
WA
DE S
TE
AD
MA
N
RD.
SR 1815 W
AD
E STE
AD
MA
N
RD.
SR 10
05 S
MIT
HFIE
LD
RD.
-Y7LPD-
-Y7LPB--Y
7RPB-
-Y7RPD-
SR 18
57 C
OVIN
GT
ON
LN.
SR 1814 J.T. M
ATT
HE
WS R
D.
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.
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:
76" X 35.49"PAPER SIZE:1" = 200'SCALE:
WLBWLB
WLB
WLBWLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLB
WLBWLB
WLBWLB
WLB
SR3
END CONSTRUCTION
BEGIN CONSTRUCTION
-Y6- POT STA. 11+00.00
-Y6- POT STA. 31+50.00
BEGIN CONSTRUCTION
-Y7- POT STA. 16+00.00
END CONSTRUCTION
-Y7- POT STA. 41+00.00
END CONSTRUCTION
-SR3- POT STA. 23+78.15
WEEKS FARM, INC
NCDOT
WEEKS FARM, INC
NCDOT
NCDOT
NCDOT
TART AND TART, INC
ET AL
JOHNATHAN D PARTIN
SUSIE A PARTIN
HUGH A MCPHAIL
WALLACE LEE JERNIGAN, JR
CARLA H BAREFOOT
WESLEY L BAREFOOT
CARLA H BAREFOOT
WESLEY L BAREFOOT
RUBY WARREN BULLARD
GEORGE EDMUND BULLARD, III
RONALD GEORGE HILL
PEGGY MCPHAIL HILL
RUBY WARREN BULLARD
GEORGE EDMUND BULLARD, III
RONALD GEORGE HILL
PEGGY MCPHAIL HILL
COURTNEY J WILLIAMS
HEATHER B WILLIAMS
NANCY WONG
TRUSTEE OF ANNA L CHOA
ANNA L CHAO,
NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
NANCY C DIXON
MICHAEL D DIXON
SAMUEL A ROBERTS
SANDRA U DAUGHTRY
WILLIAM C DAUGHTRY
RUBY W BULLARD
GEORGE EDMUND BULLARD III
RUBY W BULLARD
GEORGE EDMUND BULLARD III
JACKIE L GLOVER TRUSTEE
SHIVA REAL ESTATE LLC
DUKE ENERGY PROGRESS INC
BARNES JR, LUTHER CURTIS BARNES JR, LUTHER CURTIS
TART & TART INC
MATTHEWS, CHARLES DWIGHT
MATTH
EWS, C
HARLES D
WIG
HT
MALINDA BAIN RICHBOURG
BAIN JR, SEAVY A &
MALINDA BAIN RICHBOURG
BAIN JR, SEAVY A &
SHREEJI GAS LLC
LLC
SHREEJI GAS
PRESLER, SHELBY MATTHEWS
PRESLER, SHELBY MATTHEWS
TART & TART INC
WOOD, EDDIE C & GARY F
WO
OD, E
DDIE C
&
WIFE
BETT
Y H
WOOD, EDDIE CALVIN
& WIFE HENREITTA C
BETHEA SR, ROBERT E
& WIFE HENREITTA C
BETHEA SR, ROBERT E
MCLAURIN
JEAN W
NCDOT NCDOT
NCDOT NCDOT
DUKE ENERGY PROGRESS INC
TART INC
TART &
TART INC
TART &
PROGRESS INC
DUKE ENERGY
LLC
PROPERTIES
CORNETT
PROPERTIES LLC
CORNETT
WOOD, GARY F
15' EASEMENT
MOORE, ELENE
126
127
128
125
129
130
220'
EX. R
W
220'
EX. R
W
300'
EX. R
W
RWEX.
60'
RWEX. 60'
RW
EX.
60'
RW
EX.
60'
NAD 83 N
A 20
11
(ENGLISH)
0'
DESIGN DATA
Max. Superelev.Design Speed Functional Class.
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
= 0.08= 70 mph= Interstate
200'
100'
200' 400'
FDPS
0.08
4:1
VAR. SLOPES
ORIGINAL GROUND
ORIGINAL GROUND
FDPS
0.08
4'
3:1 M
AX.
CL
GRADE TO THIS LINE
GRADE
POINT
12' 12' 8'
11' W/GR
8'
4'
12'
ORIGINAL GROUND
4:1
3:1 MAX SLO
PE
0.020.020.02
-Y- LINES
TYPICAL SECTION -Y- LINES
0.02
CL
0.02POINT
GRADE
"21
1'-7 "21
1'-7
-Y7- (SR 1815)
TYPICAL SECTION -Y7- BRIDGE
POINTGRADE
0.08
L
ORIGINAL GROUND4:1
0.08
ORIGINAL GROUND
0.02 0.02
GRADE TO THIS LINE
3:1 MAX SLO
PE
3:1 MAX SLO
PE
7' W/GR
3'3'
C SERVICE ROADS
TYPICAL SECTION SERVICE ROADS
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
C
TYPICAL SECTION RAMPS/LOOPS
RAMPS/LOOPS
VARIABLE SLOPE
VARIABLE SLOPE
WLB WLB
I-95-L-
I-95-L-
2018ADT
2040
TRAFFIC DIAGRAM
-Y7-WADE STEADMAN RD.
-Y7-WADE STEADMAN RD.
125
JOHNSON, BRETT CORY
TART & TART INC
AMERICAN DREAM PROPERTY MANAGEMENT
JACQUELINE K WHEELER
STAVY V MCGADDEN, III
EMILY BARNES,
WILLIAM D PHILBECK
BANSAL, SHIVRAJ KUMAR
126
127
128
129
130
8'8'
16' 12'12'4' 4'
48'
51'-3"
CL
0.02POINT
GRADE
"21
1'-7 "21
1'-7
-Y6- (SR 1831)
TYPICAL SECTION -Y6- BRIDGE
11' 11' 4'4'
0.02
33'-3"
30'
0.02
11' W/GR
VARIES 0'-16'
10' 10'
*11' *11'
*6'
8'
*6', 9' W/GR
* -Y6- SMITHFIELD ROAD
2400
56100
1900
56700 1100
700 500
600
2700
73200
1700
73800 1200 800
400600
2018ADT
2040
TRAFFIC DIAGRAM
-Y7-WADE STEADMAN RD.
-Y7-WADE STEADMAN RD.
1900
1700
-100
200
1700
1500
200
-100J.T. MATTHEWS RD.
-Y20-
200
200
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
(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'
TYPICAL SECTION I-95
NBLSBL
-L- (I-95)LC
DESIG
N
PU
BLIC
ME
ETIN
G
MA
P
JO
HN
ST
ON
CO
UN
TIES
CU
MB
ER
LA
ND, H
AR
NE
TT, A
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
TT, A
ND
S.T.I.P. N
O. I-5986
RO
LL 3 O
F 16
(EXIT 56)
TO I-40 (E
XIT 81)
I-95 F
RO
M I-95 B
USIN
ESS/ U
S 301
RO
LL 3 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 3 OF 16
(EXIT 56) TO I-40 (EXIT 81)I-95 FROM I-95 BUSINESS/ US 301
INTERSTATE
95INTERSTATE
95INTERSTATE
95
