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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
ED
PU
BLIC
HE
ARIN
G
MA
P
RO
LL 3 O
F 4
F. A. P
ROJE
CT S
TPIM
S-040-1(18
8)4
2
WB
S - 39970.1.1 (I
-4759)
CO
MBIN
ED
PU
BLIC
HE
ARIN
G
MA
P
RO
LL 3 O
F 4
BU
NC
OM
BE
CO
UN
TY
F. A. P
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
EXISTING STRUCTURES, ISLAND, CURB
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
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 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
ER
LE
AF
HALF CLOVERLEAF
HALF CLOVERLEAF HALF CLOVERLEAF
HA
LF
CL
OV
ER
LE
AF
C
A
C
A
C
A
C
A
C
A
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A
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A
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A
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A
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C A
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A
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A
C A
C
A
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A
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A
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A
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A
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A
C
A
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A
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A
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AC
A
C
A
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A
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A
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A
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A
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A
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A
C
A
C
A
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A
C
A
C
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
T
T
T
T
T
T
T
T
T
T
C
T
T
TC
C
T
T
TT
TC
C C
TC
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
T
T
T
T
T
T
T
T
T
T
C
T
T
TC
C
T
T
TT
TC
C C
TC
CF
F
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FC
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C
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FF
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CC
C
C
C
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C
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C
C
CC
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C
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F
F
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C
C CF
F
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F
C
C
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C
C
C
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F
FC
FC
C
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C
C
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C
C
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C
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C
F
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CF
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FC
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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 =
-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
20
30
15
30
20
15
15
20
25
20
25
C
C
C
CC
C
C
C
C
-DR4- Sta. 14+43.53END CONSTRUCTION
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
F
FF
F
F
F
F
F
F
F
F
FF
CC
CC
C
C
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C CF
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FC
FC
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C
F
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F
F
FC
F
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 =
-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
20
30
15
30
20
15
15
20
25
20
25
C
C
C
CC
C
C
C
C
-DR4- Sta. 14+43.53END CONSTRUCTION
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%
VARIESSUPERELEVATION
-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
GEORGE E. & ELLA S. COOK
GEORGE E. & ELLA S. COOK
JACK E. & SANDI H. MORGAN
ROGER D. & ANITA R. METCALF
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
ANITA ROBINSON METCALF
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. &
ROBERT M. & BILLIE P. LEWIS
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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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ANITA ROBINSON METCALF
ANITA ROBINSON METCALF
GLADYS B. MILLER, CAROLYN B. STEWART &BENJAMIN F. BALL, JR., trustees of theMERLE FLYNN BALL 2012 IRREVOCABLE TRUST
GLADYS B. MILLER, CAROLYN B. STEWART &BENJAMIN F. BALL, JR., trustees of theMERLE FLYNN BALL 2012 IRREVOCABLE TRUST
GLADYS B. MILLER, CAROLYN B. STEWART &BENJAMIN F. BALL, JR., trustees of theMERLE FLYNN BALL 2012 IRREVOCABLE TRUST
FRANCIS ASBURY UNITED METHODIST CHURCH
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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 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
GEORGE E. & ELLA S. COOK
GEORGE E. & ELLA S. COOK
JACK E. & SANDI H. MORGAN
ROGER D. & ANITA R. METCALF
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
ANITA ROBINSON METCALF
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. &
ROBERT M. & BILLIE P. LEWIS
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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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ANITA ROBINSON METCALF
ANITA ROBINSON METCALF
GLADYS B. MILLER, CAROLYN B. STEWART &BENJAMIN F. BALL, JR., trustees of theMERLE FLYNN BALL 2012 IRREVOCABLE TRUST
GLADYS B. MILLER, CAROLYN B. STEWART &BENJAMIN F. BALL, JR., trustees of theMERLE FLYNN BALL 2012 IRREVOCABLE TRUST
GLADYS B. MILLER, CAROLYN B. STEWART &BENJAMIN F. BALL, JR., trustees of theMERLE FLYNN BALL 2012 IRREVOCABLE TRUST
FRANCIS ASBURY UNITED METHODIST CHURCH
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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%
VARIESSUPERELEVATION
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%
VARIESSUPERELEVATION
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
(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 /
(SR 1228)PROPOSED LIBERTY RD
(SR 1228)PROPOSED LIBERTY RD
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
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