HALF CLOVERLEAF HALF CLOVERLEAF ROLL - 3 OF 4 · ee roll 4 0' 100' 200' 50' 100' (english) do not use for construction preliminary plans 0' 100' 200' 50' 100' (english) do not use

MATC

HLIN

E -Y

1- Sta. 37+

00 SEE R

OLL 1

COMBINED PUBLIC HEARING MAP

F. A. PROJECT STPIMS-040-1(188)42

WBS - 39970.1.1 (I-4759)

MATCHLINE -Y1- Sta. 64+00 SEE ROLL 4

0' 100' 200'

50'

100'

(ENGLISH)

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

0' 100' 200'

50'

100'

(ENGLISH)

DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS

CO

MBIN

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PU

BLIC

HE

ARIN

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MA

P

RO

LL 3 O

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F. A. P

ROJE

CT S

TPIM

S-040-1(18

8)4

2

WB

S - 39970.1.1 (I

-4759)

CO

MBIN

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ROJE

CT S

TPIM

S-040-1(

188)4

2

WB

S - 39970.1.1 (I-4759)

ROLL 3 OF 4

BUNCOMBE COUNTY

BU

NC

OM

BE

CO

UN

TY

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

ROLL - 3 OF 4

ROLL - 3 OF 4

INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION

ROLL - 3 OF 4

ROLL - 3 OF 4

LEGEND

PROPOSED TRAFFIC SIGNAL

WETLAND LIMITS BOUNDARY

HISTORIC PROPERTY BOUNDARY

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PROPERTY LINES

C

A

C

A

CEMETERIES

NOISE STUDY AREA

EXISTING SIGNAL

EXISTING STRUCTURES, ISLAND, CURB

TO BE REMOVED

TO BE RETAINED


AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

STUDY AREA

FUTURE AADTPRESENT AADT

2040

2012

SLOPE STAKES

LEGEND

PROPOSED TRAFFIC SIGNAL

WETLAND LIMITS BOUNDARY

HISTORIC PROPERTY BOUNDARY

PROPOSED CONTROL OF ACCESS

EXISTING CONTROL OF ACCESS

PROPERTY LINES

C

A

C

A

CEMETERIES

NOISE STUDY AREA

EXISTING SIGNAL


TO BE REMOVED

TO BE RETAINED


AND GUTTER

PROPOSED STRUCTURES, ISLAND, CURB

PROPOSED ROADWAY

EXISTING ROADWAY TO BE RESURFACED

EXISTING ROADWAY TO BE REMOVED

AND GUTTER

AND GUTTER

LAKES, RIVER, STREAMS AND PONDS

RAILROAD RIGHT OF WAY

EXISTING ROADWAY

PROPOSED RIGHT OF WAY

EXISTING RIGHT OF WAY

BUILDINGS

AND UTILITY)PROPOSED EASEMENTS (DRAINAGE, CONSTRUCTION,

STUDY AREA

FUTURE AADTPRESENT AADT

2040

2012

SLOPE STAKES

HIGHWAY) AND MONTE VISTA RD (SR 1224)

BETWEEN US 19/23/74 (SMOKEY PARK

I-40/US-74 AND LIBERTY RD (SR 1228)

HIG

HW

AY) A

ND

MO

NT

E

VIS

TA

RD (S

R

1224)

BE

TW

EE

N

US 19/23/74 (S

MO

KE

Y

PA

RK

I-40/U

S-74 A

ND

LIB

ER

TY

RD (S

R

1228)

HIG

HW

AY)

AN

D

MO

NT

E

VIS

TA

RD (S

R

1224)

BE

TW

EE

N

US 19/23/74 (S

MO

KE

Y

PA

RK

I-40/U

S-74 A

ND

LIB

ER

TY

RD (S

R

1228)

HALF CLOVERLEAF HALF CLOVERLEAF

HA

LF

CL

OV

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LE

AF

HALF CLOVERLEAF

HALF CLOVERLEAF HALF CLOVERLEAF

HA

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CL

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A

TO BE CLOSEDEXISTING ROAD

TO BE CLOSEDEXISTING ROAD

JACK E. & SANDI H. MORGAN

STEVEN RAY O'KELLY

ROY LEE O'KELLY

WAYNE & MARY LONG CALDWELL

N.C. STATE HIGHWAY COMMISSION

WAYNE & MARY LONG CALDWELLWAYNE & MARY LONG CALDWELL

FREDDIE SAMS

RE

BA

R

JULIA ROBERSON

JULIA ROBERSON

RE

BA

R

ELEV. 219

6.54'

5' LEF

T

-BY- S

TA 56

+01.0

0

BM #2

ELEV. 2239.00'

114' RIGHT

-BL STA 63+79.00

BM #3

ELEV. 2212.59'

117' RIGHT

-BL- STA 9+71.00

BM #1

S

500

501

502

503

504

505

41

BY6-41

C

CT

T

TC

T

C

CT

CT

T

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T

T

T

T

T

T

T

T

T

C

T

T

TC

C

T

T

TT

TC

C C

TC


STEVEN RAY O'KELLY

ROY LEE O'KELLY

WAYNE & MARY LONG CALDWELL

N.C. STATE HIGHWAY COMMISSION

WAYNE & MARY LONG CALDWELLWAYNE & MARY LONG CALDWELL

FREDDIE SAMS

RE

BA

R

JULIA ROBERSON

JULIA ROBERSON

RE

BA

R

ELEV. 219

6.54'

5' LEF

T

-BY- S

TA 56

+01.0

0

BM #2

ELEV. 2239.00'

114' RIGHT

-BL STA 63+79.00

BM #3

ELEV. 2212.59'

117' RIGHT

-BL- STA 9+71.00

BM #1

S

500

501

502

503

504

505

41

BY6-41

C

CT

T

TC

T

C

CT

CT

T

T

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-Y1- 50+00

-Y1- 45+00

-Y1- 40+00

-SR3- 15

+00

-SR3- 20+

00

-SR2- 15

+00

-L- 15

+00

-L- 20+

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-L- 25+

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-L- 30+

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-L- 35+

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-L- 40+

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-L- 45+

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-L- 50+

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-L- 55+

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-L- 60+

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-L- 65+

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-L- 70+

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-Y1- 55+00

-Y1- 60+00

-Y1- STA. 49+60.19 +/- BEGIN BRIDGE

49.00' (LT)-Y1RPB- POT Sta. 10+00.00-L- Sta. 24+45.29 =

-DR1- Sta. 13+55.00END CONSTRUCTION

-L- Sta. 50+43.72END WB CONSTRUCTION

-Y1- STA. 51+93.45 +/- END BRIDGE

-Y1RPB- ST Sta. 30+60.69-Y1- POC Sta. 56+55.00 =

-Y1LPB- ST Sta. 21+34.53-Y1- POC Sta. 56+14.00 =

-SR4- POT Sta. 10+00.00BEGIN CONSTRUCTION

-SR4- POT Sta. 13+07.68 -SR5- POT Sta. 10+00.00-Y1- POC Sta. 62+01.67 =

-SR5- PT Sta. 12+40.26END CONSTRUCTION

-L- Sta. 6+32.45BEGIN EB CONSTRUCTION

49.00' (RT)-L- Sta. 23+47.45-Y1RPC- ST Sta. 10+00.00 =

-Y1RPC- ST Sta. 31+10.50-Y1- POC Sta. 45+03.19 =

-Y1LPC- ST Sta. 20+76.78-Y1- POC Sta. 45+44.19 =

61.00 (RT)-Y1LPC- ST Sta. 10+00.00-L- Sta. 42+94.62 =

49.00' (LT)-L- Sta. 41+48.72-Y1LPB- ST Sta. 10+00.00 =

-L- 10

+00

15

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15

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C

C

CC

C

C

C

C


C

F

-SR3- POT Sta. 10+00.00-SR2- POT Sta. 16+78.69 -Y1- Sta. 39+23.24 =

CF

F

F

FC

F

C

F

F

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FF

F

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CC

CC

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C

-Y1- 50+00

-Y1- 45+00

-Y1- 40+00

-SR3- 15

+00

-SR3- 20+

00

-SR2- 15

+00

-L- 15

+00

-L- 20+

00

-L- 25+

00

-L- 30+

00

-L- 35+

00

-L- 40+

00

-L- 45+

00

-L- 50+

00

-L- 55+

00

-L- 60+

00

-L- 65+

00

-L- 70+

00

-Y1- 55+00

-Y1- 60+00

-Y1- STA. 49+60.19 +/- BEGIN BRIDGE

49.00' (LT)-Y1RPB- POT Sta. 10+00.00-L- Sta. 24+45.29 =


-L- Sta. 50+43.72END WB CONSTRUCTION

-Y1- STA. 51+93.45 +/- END BRIDGE

-Y1RPB- ST Sta. 30+60.69-Y1- POC Sta. 56+55.00 =

-Y1LPB- ST Sta. 21+34.53-Y1- POC Sta. 56+14.00 =

-SR4- POT Sta. 10+00.00BEGIN CONSTRUCTION

-SR4- POT Sta. 13+07.68 -SR5- POT Sta. 10+00.00-Y1- POC Sta. 62+01.67 =

-SR5- PT Sta. 12+40.26END CONSTRUCTION

-L- Sta. 6+32.45BEGIN EB CONSTRUCTION

49.00' (RT)-L- Sta. 23+47.45-Y1RPC- ST Sta. 10+00.00 =

-Y1RPC- ST Sta. 31+10.50-Y1- POC Sta. 45+03.19 =

-Y1LPC- ST Sta. 20+76.78-Y1- POC Sta. 45+44.19 =

61.00 (RT)-Y1LPC- ST Sta. 10+00.00-L- Sta. 42+94.62 =

49.00' (LT)-L- Sta. 41+48.72-Y1LPB- ST Sta. 10+00.00 =

-L- 10

+00

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CC

C

C

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C

F

-SR3- POT Sta. 10+00.00-SR2- POT Sta. 16+78.69 -Y1- Sta. 39+23.24 =

C

A

C

A

C

A

C A

C A

C A

C

A

C

A

CA

C A

C A

C

A

C

A

TYPICAL SECTION SERVICE ROADS

8'-0"

-SR-CL

POINTGRADE

11'-0" TO 12'-0"

VARIES

11'-0" TO 12'-0"

VARIES6'-0" 6'-0"

TO 3:1 MAX.

6:1 MIN.

VARIES8%2%2%8%

TO 3:1

MAX.6:1 MIN.VARIESTO 3:1 MAX.

6:1 MIN.

VARIES2% TO 6%

VARIESSUPERELEVATION

-SR5- CANNON RD-SR4- LIBERTY ROAD (SR 1228)-SR3- LIBERTY ROAD (SR 1228)

-SR2- VALLEY VIEW DR-SR1- SR 1220 DOGWOOD RD

TYPICAL SECTION SERVICE ROADS

8'-0"

-SR-CL

POINTGRADE

11'-0" TO 12'-0"

VARIES

11'-0" TO 12'-0"

VARIES6'-0" 6'-0"

TO 3:1 MAX.

6:1 MIN.

VARIES8%2%2%8%

TO 3:1

MAX.6:1 MIN.VARIESTO 3:1 MAX.

6:1 MIN.

VARIES2% TO 6%


-SR5- CANNON RD-SR4- LIBERTY ROAD (SR 1228)-SR3- LIBERTY ROAD (SR 1228)

-SR2- VALLEY VIEW DR-SR1- SR 1220 DOGWOOD RD

ROGER D. & ANITA R. METCALF

ANITA ROBINSON METCALF

ROGER D. & ANITA ROBINSON METCALF

JOE BURRELL JOHNSON

JEFFREY EUGENE STANLEY

ROBERT L. & CATHERINE JAMES

LARRY D. & RUTH J. KENT

GINA H. BANKS

BRENDA L. HYATT

DANIEL E. FARLOW

PATRICK V. & GWENDOLYN SACCHI

JERRY M. & DENA SINGLETON

MICHAEL S. & KIMBERY H. DAWSON

KENNETH R. & ROSEANNE M. COOK

BRYAN & TALETHA CLARK

JAMES TRACY ROSENBORUGH

ELSA A. PADGETT

THELMA BURLSON

WILLIAM R. & JACQUELINE S. BLANTON

FRANCIS ASBURY UNITED METHODIST CHURCH

GEORGE E. & ELLA S. COOK





TONY M. & KATHRYN E. BROWN

BURGIN A. & PHYLLIS PATTON

JACK E. MORGAN

ROY LEE O'KELLY

ROY LEE O'KELLY

MORRIS C. & VICKIE CHILDERS

CHRISTI R. KENDALL

GRACE J. ROGERS SLUDER


JILL McELREATH

JACK T. & TAMARA S. TWEED

AUDRY L. & JANICE YOUNG FARMER

KATHY L. & PAUL E. YOUNG

WALTER R. RUSSELL LIVING TRUST

PAUL E. YOUNG

CARRIE H. & JOHN R. STEVENS

HAROLD R. & BERNICE H. BUHL

JOYCE M. YOUNG

JOYCE M. YOUNG

CHARLES WAYNE YOUNG

MELVIN E. & AMANDA MORTON

VINCENT P. & SAMANTHA M. CHARBONNEAU

EDWARD J. & ALICE G. WHITE

KATIE M. SILVER

JASON & REAGAN RICE

AMANDA ROBERSON

DAVID DWIGHT HOLCOMBE

AUDRA SHEREE THOMPSON

DAVID C. & MILLIE J. GREENE

MATTHEW D. & ANGELLA B. POLSON

DAVID S. KOPELSON & WILLIAM ROE

TED T. & LINDA P. WELLS

MARTIN FAMILY IRREVVOCABLE TRUST

MICHAEL K. & CARLA M. MARLER

MARY JOANE YOUNG

BETTY C. HARKINS

ROBERT M. & BILLIE P. LEWIS

OLGA FURTUNA

HOLLI K. & ARTHETR J. LEDFORD

ERNEST & RONALD RIDDLE, ETAL

DANIEL D. & JENNIFER M. ANDERSON

MICHAEL KERRY KLUTZ

ROGER D. & ANITA R. METCALF& GEORGE E. & ELLA S. COOK

WALTER S. &PENNY S. CARTER

JANICE L. STAGGS

JACK M. &


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BETTY C. HARKINS

BETTY C. HARKINS

MARY JOANE YOUNG

ROBERT W. &KATHERINE L. PENLAND

MICHAEL E. & LINDA CONRADKENNETH W. CONRAD

LARRY V. &BRENDA F. TWEED

ROY LEE &SUE REEVES MORRISON

SUE REEVES MORRISONROY LEE &

LARRY D. &GRETCHEN HOLCOMBE

ZACHARY & ELIZABETH P. WILKINS

JANICE JEAN HONEYCUTTDONALD RUSSEL &

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GLADYS B. MILLER, CAROLYN B. STEWART &BENJAMIN F. BALL, JR., trustees of theMERLE FLYNN BALL 2012 IRREVOCABLE TRUST




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JOEL C. &JENNIFER A. McVEY

DONALD H. & TERRY L. RICE

MARCIA L. HIPPSMICHAEL D. &

DOUGLAS R. 7 PAULINE P. JOHNSON

CHRISTINA W. BRYANTDARYL AUSTIN &

PROPERTY OWNERS



ROGER D. & ANITA ROBINSON METCALF

JOE BURRELL JOHNSON

JEFFREY EUGENE STANLEY

ROBERT L. & CATHERINE JAMES

LARRY D. & RUTH J. KENT

GINA H. BANKS

BRENDA L. HYATT

DANIEL E. FARLOW

PATRICK V. & GWENDOLYN SACCHI

JERRY M. & DENA SINGLETON

MICHAEL S. & KIMBERY H. DAWSON

KENNETH R. & ROSEANNE M. COOK

BRYAN & TALETHA CLARK

JAMES TRACY ROSENBORUGH

ELSA A. PADGETT

THELMA BURLSON

WILLIAM R. & JACQUELINE S. BLANTON







TONY M. & KATHRYN E. BROWN

BURGIN A. & PHYLLIS PATTON

JACK E. MORGAN

ROY LEE O'KELLY

ROY LEE O'KELLY

MORRIS C. & VICKIE CHILDERS

CHRISTI R. KENDALL

GRACE J. ROGERS SLUDER


JILL McELREATH

JACK T. & TAMARA S. TWEED

AUDRY L. & JANICE YOUNG FARMER

KATHY L. & PAUL E. YOUNG

WALTER R. RUSSELL LIVING TRUST

PAUL E. YOUNG

CARRIE H. & JOHN R. STEVENS

HAROLD R. & BERNICE H. BUHL

JOYCE M. YOUNG

JOYCE M. YOUNG

CHARLES WAYNE YOUNG

MELVIN E. & AMANDA MORTON

VINCENT P. & SAMANTHA M. CHARBONNEAU

EDWARD J. & ALICE G. WHITE

KATIE M. SILVER

JASON & REAGAN RICE

AMANDA ROBERSON

DAVID DWIGHT HOLCOMBE

AUDRA SHEREE THOMPSON

DAVID C. & MILLIE J. GREENE

MATTHEW D. & ANGELLA B. POLSON

DAVID S. KOPELSON & WILLIAM ROE

TED T. & LINDA P. WELLS

MARTIN FAMILY IRREVVOCABLE TRUST

MICHAEL K. & CARLA M. MARLER

MARY JOANE YOUNG

BETTY C. HARKINS


OLGA FURTUNA

HOLLI K. & ARTHETR J. LEDFORD

ERNEST & RONALD RIDDLE, ETAL

DANIEL D. & JENNIFER M. ANDERSON

MICHAEL KERRY KLUTZ

ROGER D. & ANITA R. METCALF& GEORGE E. & ELLA S. COOK

WALTER S. &PENNY S. CARTER

JANICE L. STAGGS

JACK M. &


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BETTY C. HARKINS

BETTY C. HARKINS

MARY JOANE YOUNG

ROBERT W. &KATHERINE L. PENLAND

MICHAEL E. & LINDA CONRADKENNETH W. CONRAD

LARRY V. &BRENDA F. TWEED

ROY LEE &SUE REEVES MORRISON

SUE REEVES MORRISONROY LEE &

LARRY D. &GRETCHEN HOLCOMBE

ZACHARY & ELIZABETH P. WILKINS

JANICE JEAN HONEYCUTTDONALD RUSSEL &

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JOEL C. &JENNIFER A. McVEY

DONALD H. & TERRY L. RICE

MARCIA L. HIPPSMICHAEL D. &

DOUGLAS R. 7 PAULINE P. JOHNSON

CHRISTINA W. BRYANTDARYL AUSTIN &

PROPERTY OWNERS

NOISE STUDY AREA

BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL.TRAFFIC NOISE ABATEMENT POLICY. IF THESE CRITERIA ARE MET,MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN THE NCDOTTO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONSDETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGNWHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORETHE LABELED AREAS INDICATE NOISE STUDY LOCATIONS FOR

BEING LIMITED TO INTERCHANGES.THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESSNOTE:

DATE TAKEN - MARCH 2015SOURCE - NC ONE MAPAERIAL IMAGERY:

Max. Superelev.Design Speed Functional Class.

= 0.06= 50 mph= Minor Arterial

DESIGN DATA -Y1- LIBERTY RD

NOISE STUDY AREA

BARRIER CONSTRUCTION WILL OCCUR PENDING PUBLIC APPROVAL.TRAFFIC NOISE ABATEMENT POLICY. IF THESE CRITERIA ARE MET,MEET THE REASONABLE AND FEASIBLE CRITERIA WITHIN THE NCDOTTO DETERMINE WHETHER THESE POTENTIAL BARRIER LOCATIONSDETAILED ANALYSES WILL OCCUR DURING FINAL PROJECT DESIGNWHICH POTENTIAL NOISE BARRIERS HAVE BEEN IDENTIFIED. MORETHE LABELED AREAS INDICATE NOISE STUDY LOCATIONS FOR

BEING LIMITED TO INTERCHANGES.THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESSNOTE:

DATE TAKEN - MARCH 2015SOURCE - NC ONE MAPAERIAL IMAGERY:

Max. Superelev.Design Speed Functional Class.

= 0.06= 50 mph= Minor Arterial

DESIGN DATA -Y1- LIBERTY RD

WLB

WLB

SHOULDEREXIST

SHOULDEREXIST

18'-0"

WBL EBL

12'-0"

14'-0"

12'-0"

14'-0"

44'-0"

-L- (I-40)CL

GRADEPOINT

GRADEPOINT

AUX. LANE12'-0"

AUX. LANE12'-0"

4 LANE SECTIONTYPICAL SECTION OF I-40

8%2% TO 6%VARIES

SUPERELEVATION

12'-0"12'-0"

2% TO 6%VARIES

SUPERELEVATION

8%

TO 3:1 MAX.6:1 MIN.

VARIES

TO 3:1 MAX.

6:1 MIN.

VARIES

TO 3:1 MAX.

6:1 MIN.

VARIES

12'-0" 12'-0"

2% (TYP.)2% (TYP.)2% (TYP.)2% (TYP.)12'-0"12'-0" 4'-0" 18'-0"

TYPICAL SECTION OF RAMPS

4'-0" 4'-0"

14'-0"

-I-40 RAMP-CL

GRADEPOINT

TO 2:1 MAX.6:1 MIN.

VARIES

TO 2:1 MAX.

6:1 MIN.

VARIES

TO 4:1 MAX.6:1 MIN.

VARIES

2% 4%4%8% 8%

2% TO 8%VARIES

SUPERELEVATION

12'-0" 14'-0"18'-0"

2'-6" 1'-0"

TYPICAL SECTION OF LOOP B

12'-0" to 6'-0"

VARIES

4'-0"

12'-0"

GRADEPOINT

CLCL

TO 2:1 MAX.6:1 MIN.

VARIES4% 2%

4:1

2%

TO 4:1 MAX.

6:1 MIN.

VARIES

2% TO 8%VARIES

SUPERELEVATION I-40 -LOOP B-

12'-0" 14'-0"18'-0"

2'-6" 1'-0"

TYPICAL SECTION OF LOOP C

4'-0"

12'-0"

GRADEPOINT

I-40 -LOOP C- LC

12'-0"

TO 2:1 MAX.

6:1 MIN.

VARIES

TO 4:1 MAX.6:1 MIN.

VARIES

2%4%8% 2% 2%

TO 4:1 MAX.

6:1 MIN.

VARIES

2% TO 8%VARIES

SUPERELEVATION

12'-0"

4'-0" 4'-0"

3 LANE SECTIONLIBERTY ROAD (SR 1228)

TYPICAL SECTION OF Y-LINE

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

-Y1-CL

GRADEPOINT

8'-0"8'-0"

8%8%

TO 3:1 MAX.6:1 MIN.

VARIES

TO 3:1 MAX.

6:1 MIN.

VARIESTO 3:1 MAX.

6:1 MIN.

VARIES2% TO 6%


2% TO 6%VARIES

SUPERELEVATION

2% (TYP.) 2% (TYP.)

TYPICAL SECTION FOR DRIVEWAY

9'-0" 9'-0" 5'-0"

-DR1- & -DR4-CL

POINTGRADE

3'-0" 3'-0"

8%8%

TO 3:1

MAX.

6:1 M

IN.

VARIES

TO 3:1 MAX.

6:1 MIN.

VARIES

TO 3:1 MAX.6:1 MIN.

VARIES2% 2%

4'-0" 4'-0"

12'-0"12'-0"

-Y1-CL

GRADEPOINT

8'-0" 8'-0"

2 LANE SECTIONLIBERTY ROAD (SR 1228)TYPICAL SECTION Y-LINE

8%2%

TO 3:1 MAX.

6:1 MIN.

VARIES

TO 3:1 MAX.6:1 MIN.

VARIES

TO 3:1 MAX.

6:1 MIN.

VARIES2%2%8% 2%

8'-0"

52'-0" CLEAR ROADWAY

55'-3"

-Y1-CL

POINTGRADE

12'-0" 12'-0"12'-0" 8'-0"8'-0"

3 LANE BRIDGE SECTIONLIBERTY ROAD (SR 1228)

BRIDGE TYPICAL SECTION Y-LINE

2% (TYP.) 2% (TYP.)2% TO 6%


2% TO 6%VARIES

SUPERELEVATION

v

v

v

vv

vv

v

vv

v

v

v

v

vv

vv

v

vv

v

LIT

TLE PO

LE C

REEK

LITTLE PO

LE C

REEK

YO

UN

G

BRA

NC

H

YOUN

G BR

ANCH

YO

UN

G

BRA

NC

H

LIT

TLE PO

LE C

REEK

LITTLE PO

LE C

REEK

YO

UN

G

BRA

NC

H

YOUN

G BR

ANCH

YO

UN

G

BRA

NC

H

-L- Sta. 67+75.00EB CONSTRUCTIONEND TIP I-4759

-L- Sta. 14+90.00BEGIN WB CONSTRUCTIONBEGIN TIP I-4759

-L- Sta. 67+75.00EB CONSTRUCTIONEND TIP I-4759

-L- Sta. 14+90.00BEGIN WB CONSTRUCTIONBEGIN TIP I-4759

SR 1226 (RHINEHART RD)

WHISPERING OAKS RD

SR 12

34 (A

SB

URY RD)

SR 12

34 (A

SB

UR

Y

RD)

(SR

1228)

-SR4-

EXIST

LIBER

TY R

D

-SR5- CANAAN DR

-SR5- C

AN

AA

N

DR

-SR1- D

OG

WO

OD

RD (S

R 12

20)

24'

120'

20'

60'

24'

120'

16'

24'

24'

-L- I-40 (US 74)

-L- I-

40 (US 7

4)

120'

60'

11'

36'

24'

24'

16' 17'

12'

12'

12'

18'16

'

36'24'

60'

24'24'

24'

60'

60'

24'

24'

16' 17'

24'

12'

12'

12'

12'

VA

RIE

S

16'

36'

60'

(SR 12

28)

-Y1- PR

OPO

SED

LIB

ERTY R

D

(OLD

LIBERTY RD)

OLD SR 12

28

VALLEY VIEW DR

(SR 1228)-SR3- EXIST LIBERTY RD

(SR 12

28)

-Y1- PR

OPO

SE

D

LIB

ERTY

RD

VIE

W

DR

PR

OP

OSE

D

VA

LLE

Y

90'

90'

55'

9'

18'

82'

40'

18'

18'

60'

60'

60'

11'

30'

30'

30'

16'

9'

15'

13'

24'16'

15'

107'

126'

2040 AADT2012 AADT

1,7001,500

300200

1,4001,300

15,00010,000

13,9008,900

(SR 1228)EXISTING LIBERTY RD

(SR 1228)PROPOSED LIBERTY RD


1228) AND EXISTING LIBERTY RD (SR 1228)INTERSECTION OF PROPOSED LIBERTY RD (SR

2040 AADT2012 AADT

6,4004,000

2,7002,200

76,90056,600

10,8007,800

1,3001,000

65,50048,200

800600

15,00010,000

US 74I-40 /

US 74I-40 /



LIBERTY RD (SR 1228)INTERCHANGE OF I-40 / US 74 AND PROPOSED

OAKS R

DTA

LL

90

42 41 40

3938

34

37

36

35

79

80

81

82

87

88

86

85

84

83

50

51

52

53

54

48

47

55

58

57

56

46

45

60

59

6162

43

44

89

92

91

94

93

95

63

64

65

66

67 68

69

70

7173

74

75

72

76

77125

123

122120

118

119

115

113

110

109

107

106

104

105

103

101

102

100

99

97

98

96

78

108

111

112

116117

121

124

126

114

49

90

42 41 40

3938

34

37

36

35

79

80

81

82

87

88

86

85

84

83

50

51

52

53

54

48

47

55

58

57

56

46

45

60

59

6162

43

44

89

92

91

94

93

95

63

64

65

66

67 68

69

70

7173

74

75

72

76

77125

123

122120

118

119

115

113

110

109

107

106

104

105

103

101

102

100

99

97

98

96

78

108

111

112

116117

121

124

126

114

49

Documents

HALF CLOVERLEAF HALF CLOVERLEAF ROLL - 3 OF 4 · ee roll 4 0' 100' 200' 50' 100' (english) do not use for construction preliminary plans 0' 100' 200' 50' 100' (english) do not use