1
C C C C C C C C C C C C C C C C C C C C C C C C C C C C 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 C C C C C C C C F F F C F F C C C C F F F C C C C C C C C C C C C F C C F F F C C F C F C C F 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 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" FDPS 12'-0" FDPS GRADE POINT CROWN POINT GRADE POINT CROWN POINT 12'-0" FDPS 12'-0" FDPS 26'-0" MEDIAN 30'-0" 26' (29' W/GR) 14'-0" F O R F I LL S HI NGE P O I NT VARIABLE SLOPE F O R CUT S HI NGE P O I NT 18'-0" 6'-0" 10'-0" 14'-0" 26' (29' W/GR) GROUND EXISTING GROUND EXISTING GROUND EXISTING 6 : 1 3 : 1 FILL SECTION 3 : 1 6 : 1 4 : 1 VARIABLE SLOPES CUT SECTION 6 : 1 0 . 04 0 . 020 0 . 0 2 0 0 . 020 0 . 020 0 . 0 2 0 0 . 0 20 0 . 04 L C EBL WBL 2' 97'-0" P.S. P.S. 36'-0" 97'-0" 12'-0" 13'-0" 13'-0" 12'-0" 24'-0" L C 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" 12'-0" -L- I-40 TYPICAL SECTION C A C A C A C A -L- I-40 BRIDGE OVER SWIFT CREEK TYPICAL SECTION -L- TS Sta. 519+05.12 -L- SC Sta. 522+55.12 INTERSTATE 40 A L ON Z OR D 70 BYP 70 W A KE C OUN T Y J OHN S T ON C OUN T Y W AKE C O UN T Y J OHN S T O N C OUN T Y S W I F T CREE K S W I F T CREE K -L- -L- -L- - Y 8 R P B - - Y 8 RP B- - Y 8 RP C- - Y 8 RP A- - Y 8 R P C - - Y 8 RP C- - Y 8 L P C- - Y 8 L P C- INTERSTATE 40 400 410 420 430 440 450 460 470 480 49 0 5 0 0 5 10 5 20 5 30 5 4 0 -L- STA. 508+14.72 BEGIN TIP PROJECT I-4739 END TIP PROJECT I-5111 KENNETH REID WALTERS DAVID PENNY EXEC. REBECCA A. NORRIS JOHNNY LEE PENNY HEIRS DAVID EARL PENNY PHILLIP CREECH KEVIN G. BAILEY ALBERT R. PEARSALL ALBERT R. PEARSALL WILLIAM T. WARD JR. CH YOUNG PROPERTIES LLC FAMILY LLC BT & BETSY HENDERSON FAMILY LLC BT & BETSY HENDERSON JOYCE J. NIXON MARY POWELL WARD WHITE DOROTHY BEASLEY DOROTHY BEASLEY KULIKOWSKI MICHAEL MOLLIE F. PENNY DAVID PENNY EXEC. KENNETH REID WALTERS MILLER GLENN MILLER GLENN CO. LLC DEVELPMENT CLASSIC SON-LAN CORPORATION CONEC AMERICAN PEARSALL ALBERT R. TRANSPORTATION NC DEPARTMENT OF COLLINS TIMOTHY KEIL KAREN H. BRUCE L. & YOUNG JAMES E. STRITZ GEORGE A. ASSOCIATES GREEN CLEVELAND LP PHASE II GREEN CLEVELAND PENNY JIMMY LEE NE W BET HEL CHURCH RD S R 2703 S R2703 N E W B ET H EL C HU RC HR D BARRI NG T ON HI LL S L N S R 5580 140 ' 1 95 ' 1 70 ' -Y8- WALLS RETAINING PROPOSED 48 ' 48 ' 48 ' 60 ' NC-540 APPROXIMATE LOCATION PROPOSED CONCRETE BARRIER PROPOSED CONCRETE BARRIER SMITHFIELD TO SELMA & TO BENSON CO. LLC DEVELOPMENT CLASSIC SON-LAN M A T C HL I N E - L - S T A . 393 + 00 , S EE M A P 2 AND JOHNSTON COUNTY GIS WEBSITES AS OF 02-01-2017. EXSITING R/W SHAPES APPROXIMATED FROM WAKE COUNTY NOTE: 46,000 30,400 40,000 21,000 C L AY T ON B Y P A SS 135,300 80,600 2040 AADT 2015 AADT 96,200 64,100 900 4,500 -L- I-40 LEGEND EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY PROPOSED RIGHT OF WAY BUILDINGS LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY EXISTING ROADWAY TO BE REMOVED PROPOSED ROADWAY PROPOSED CONTROL OF ACCESS EXISTING RIGHT OF WAY & GUTTER AND SIDEWALK PROPOSED STRUCTURES, ISLAND, CURB EXISTING STRUCTURES TO BE RETAINED EXISTING STRUCTURES TO BE REMOVED PROPOSED EASEMENTS EXISTING UTILITY EASEMENT EXISTING PROPERTY LINES NOISE STUDY AREA PROPOSED CONCRETE BARRIER WETLAND WETLAND BOUNDARY EXISTING CONTROL OF ACCESS EXISTING \ PROPOSED TRAFFIC SIGNAL HISTORIC PROPERTY BOUNDARY D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A PUBLIC MEETING MAP WAKE & JOHNSTON COUNTIES PROJECT WBS No. 42346.1.1 / TIP No. I-5111 / FED. AID No. IMNHF-040-4(139)301 NC-42 INTERCHANGE (EXIT 312) I-40 FROM I-440 (EXIT 301) TO D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A P U B L I C M EET I NG M A P M AP 3 OF 3 W AK E & J OHNS T ON C OUNT I E S P ROJ E C T W B S No . 42346 . 1 . 1/ T I P No . I- 5111/ F E D. AI D No . I M NH F - 040 - 4 ( 139 ) 301 NC - 42 I NTE RC HANGE ( E XI T 312 ) I- 40 F ROM I- 440 ( E XI T 301 )T O D E P A R T M E N T O F T R A N S P O R T A T I O N S T A T E O F N O R T H C A R O L I N A P U B L I C M EET I NG M A P M AP 3 OF 3 W AK E & J OHNS T ON C OUNT I E S P ROJ E C T W B S No . 42346 . 1 . 1/ T I P No . I- 5111/ F E D. AI D No . I M NH F - 040 - 4 ( 139 ) 301 NC - 42 I NTE RC HANGE ( E XI T 312 ) I- 40 F ROM I- 440 ( E XI T 301 )T O MAP 3 OF 3 LEGEND EXISTING ROADWAY TO BE RESURFACED EXISTING ROADWAY PROPOSED RIGHT OF WAY BUILDINGS LAKES, RIVER, STREAMS AND PONDS RAILROAD RIGHT OF WAY EXISTING ROADWAY TO BE REMOVED PROPOSED ROADWAY PROPOSED CONTROL OF ACCESS EXISTING RIGHT OF WAY & GUTTER AND SIDEWALK PROPOSED STRUCTURES, ISLAND, CURB EXISTING STRUCTURES TO BE RETAINED EXISTING STRUCTURES TO BE REMOVED PROPOSED EASEMENTS EXISTING UTILITY EASEMENT EXISTING PROPERTY LINES NOISE STUDY AREA PROPOSED CONCRETE BARRIER WETLAND WETLAND BOUNDARY EXISTING CONTROL OF ACCESS EXISTING \ PROPOSED TRAFFIC SIGNAL HISTORIC PROPERTY BOUNDARY INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 200' 200' 100' 400' 0' (ENGLISH) DESIGN DATA GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED. PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS ARE FULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITY NOTE: IMAGERY DATE - FEB. 2013 NC ONEMAP GEOSPATIAL PORTAL AERIAL PHOTOGRAPHY OBTAINED FROM Max. Superelev. Design Speed Functional Class. = 0.08 = 70 MPH = INTERSTATE 200' 200' 100' 400' 0' (ENGLISH)

NORTH CA E R T O L WAKE & JOHNSTON COUNTIES T A I …

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12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0"12'-0" 12'-0"

FDPS

12'-0"

FDPS

GRADE

POINT

CROWN

POINTGRADE

POINT

CROWN

POINT

12'-0"

FDPS

12'-0"

FDPS

26'-0" MEDIAN

30'-0"

26' (29' W/GR)

14'-0"

FO

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18'-0"6'-0"10'-0" 14'-0"

26' (29' W/GR)

GROUNDEXISTING

GROUNDEXISTING

GROUNDEXISTING

6:1

3:1

FILL SECTION

3:1

6:14:1

VARIABLESLOPES CUT SECTION

6:1

0.040.0200.0200.0200.0200.0200.0200.04

LC

EBLWBL

2'

97'-0"

P.S.P.S.

36'-0"

97'-0"

12'-0"

13'-0" 13'-0"

12'-0"24'-0"

LC

12'-0" 12'-0" 12'-0"12'-0"12'-0"12'-0"12'-0" 12'-0"12'-0"

-L- I-40TYPICAL SECTION

C

A

C

A

C

A

C

A

-L- I-40 BRIDGE OVER SWIFT CREEKTYPICAL SECTION

-L- TS Sta. 519+05.12

-L- SC Sta. 522+55.12

INTERSTATE

40

ALONZO RD

70

BYP

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WAKE CO

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INTERSTATE

40

400

410

420

430

440

450

460 470

480

490

500

510

520 5

30

540

-L- STA. 508+14.72

BEGIN TIP PROJECT I-4739

END TIP PROJECT I-5111

KENNETH REID WALTERS

DAVID PENNY EXEC.

REBECCA A. NORRIS

JOHNNY LEE PENNY HEIRS

DAVID EARL PENNY

PHILLIP CREECH

KEVIN G. BAILEY

ALBERT R. PEARSALL

ALBERT R. PEARSALL WILLIAM T. WARD JR.

CH YOUNG PROPERTIES LLC

FAMILY LLCBT & BETSY HENDERSON

FAMILY LLCBT & BETSY HENDERSON

JOYCE J. NIXON

MARY POWELL WARD WHITE

DOROTHY BEASLEY

DOROTHY BEASLEY

KULIKOWSKIMICHAEL

MOLLIE F. PENNY

DAVID PENNY EXEC.

KENNETH REID WALTERS

MILLERGLENN

MILLERGLENN

CO. LLCDEVELPMENT

CLASSIC SON-LAN

CORPORATIONCONEC

AMERICAN

PEARSALLALBERT R.

TRANSPORTATIONNC DEPARTMENT OF

COLLINSTIMOTHY

KEILKAREN H.

BRUCE L. &YOUNGJAMES E.

STRITZGEORGE A.

ASSOCIATESGREEN

CLEVELAND

LPPHASE II GREEN

CLEVELAND

PENNYJIMMY LEE

NE

W B

ET

HE

L C

HU

RC

H R

D

SR 2

703

SR 2703 NEW BETHEL CHURCH RD

BA

RRIN

GT

ON HIL

LS L

NS

R 5

580

140'

195'

170'

-Y8-

WALLS

RETAINING

PROPOSED

48'

48'

48'

60'

NC-540 APPROXIMATE LOCATION

PROPOSED CONCRETE BARRIER

PROPOSED CONCRETE BARRIER

SMITHFIELDTO SELMA &

TO BENSON

CO. LLCDEVELOPMENT

CLASSIC SON-LAN

MA

TC

HLIN

E -L- STA. 393+

00, SEE

MAP 2

AND JOHNSTON COUNTY GIS WEBSITES AS OF 02-01-2017.EXSITING R/W SHAPES APPROXIMATED FROM WAKE COUNTYNOTE:

46,000

30,400

40,000

21,000

CLAYTON BYPASS

135,300

80,600

2040 AADT

2015 AADT

96,200

64,100

900

4,500

-L- I-40

LEGEND

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

BUILDINGS

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

PROPOSED CONTROL OF ACCESS

EXISTING RIGHT OF WAY

& GUTTER AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

EXISTING STRUCTURES TO BE RETAINED

EXISTING STRUCTURES TO BE REMOVED

PROPOSED EASEMENTS

EXISTING UTILITY EASEMENT

EXISTING PROPERTY LINES

NOISE STUDY AREA

PROPOSED CONCRETE BARRIER

WETLAND WETLAND BOUNDARY

EXISTING CONTROL OF ACCESS

EXISTING \ PROPOSED TRAFFIC SIGNAL

HISTORIC PROPERTY BOUNDARY

DE

PA

RT

M

EN

TOF TRANS

PO

RT

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PUBLIC MEETING MAP

WAKE & JOHNSTON COUNTIESPROJECT WBS No. 42346.1.1 / TIP No. I-5111 / FED. AID No. IMNHF-040-4(139)301

NC-42 INTERCHANGE (EXIT 312)

I-40 FROM I-440 (EXIT 301) TO

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No. 42346.1.1 / TIP

No. I-511

1 / F

ED. AID

No. IM

NH

F-040-4(1

39)3

01

NC-42 IN

TE

RC

HA

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I-40 F

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MAP 3 OF 3

LEGEND

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

BUILDINGS

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

EXISTING ROADWAY TO BE REMOVED

PROPOSED ROADWAY

PROPOSED CONTROL OF ACCESS

EXISTING RIGHT OF WAY

& GUTTER AND SIDEWALKPROPOSED STRUCTURES, ISLAND, CURB

EXISTING STRUCTURES TO BE RETAINED

EXISTING STRUCTURES TO BE REMOVED

PROPOSED EASEMENTS

EXISTING UTILITY EASEMENT

EXISTING PROPERTY LINES

NOISE STUDY AREA

PROPOSED CONCRETE BARRIER

WETLAND WETLAND BOUNDARY

EXISTING CONTROL OF ACCESS

EXISTING \ PROPOSED TRAFFIC SIGNAL

HISTORIC PROPERTY BOUNDARY

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

200' 200'

100'

400'0'

(ENGLISH)

DESIGN DATA

GRADE-SEPARATED. NO PRIVATE DRIVEWAY CONNECTIONS ARE ALLOWED.PROVIDED ONLY VIA RAMPS AT INTERCHANGES. ALL CROSS-STREETS AREFULL CONTROL OF ACCESS IS DEFINED AS A CONNECTION TO A FACILITYNOTE:

IMAGERY DATE - FEB. 2013NC ONEMAP GEOSPATIAL PORTAL

AERIAL PHOTOGRAPHY OBTAINED FROM

Max. Superelev.Design Speed Functional Class.

= 0.08= 70 MPH= INTERSTATE

200' 200'

100'

400'0'

(ENGLISH)