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

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 e c it y wetland limits boundary o f w d e c a c a c a c a c a c a c a c a c a c a

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  • CITY OF WADE

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    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

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    10+0015+

    00

    20+0

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    00

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    C F C C F F

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    RO

    LL 2

    MA

    TC

    H

    LIN

    E TO

    RO

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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

    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-

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    -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:

    WLB

    WLB

    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

    RWE

    X.

    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