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LP

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LP

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LP

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LP

LP

LP

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Concrete

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Concrete

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Concrete

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LP

LP

LP

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LP

LP

LP

LP

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LP

LP

LP

LP

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LP

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LP

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LP

LP

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LP

LP

LP

LP

LP

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LP

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Guard

Rails

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LP

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LP

LP

LP

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LP

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LP

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SignRetaining

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Wall

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Walls

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CPCP

CP

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FH

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Dense Woods

Dense Woods

Dense Woods

Dense Woods

Dense Woods

N. HAMPTON1400

CONC.

Overhead Sign

PB

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LP

LP

LP

LP

LP

LP

PP

PP

PP

PP P

P

P

P

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P

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ELEC RISER

FH

WV

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W

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W

W

W

W

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W

W

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W

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W

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W

W

W

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W

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W

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W

W

W

W

W

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W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

SH SH SH

SHSH

SH

406m

m W

W

ES

MT

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406mm DIP W

406mm DIP W

ES

MT

.

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

406m

m W

MH

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SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

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SSMH

SS

SS

SS

SS

SS

SS

SS

SS

254m

m S

S

254m

m S

S

254m

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S

203mm SS

203mm

SS

203mm

SS

203mm

SS

SSMH

SSMH

SSMH

SSMH

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

203mm SS

203mm SS

SS

SSM

H

SSM

H

254mm SS

SS

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

TFP

UG T

UG T

UG T

UG T

UG T

UG T

UG T

UG T

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FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FOFO FO

FO

FOFO

FOFO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

OH CABLE

OH CABLE

OH CABLE

SWBT FIBER OPTIC

GM

GMH

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

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G

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51m

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51mm G

51mm G

51mm G

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G

G

G

G

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G

G

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P

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P

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P

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P

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P

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P

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UG

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PB

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UG

P

UG

P

UG

P

UG

P

UG P

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6~100mm DIA

ELEC. VAULT

YIELD

SIGN

ELEC

VAULT

LP LP

LP

LP

762mmCIP

GG

Abandoned

GMH

203mm W

Abandoned S

S

203m

m W

0.152m

m S

S

SS

203mm

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508m

mW

CO

WM

P

P

P

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FH

WALL

W 7

62mm

CIP

IN A

1524m

m R

CP

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P

P

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LP

LP

Gate

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Sign

Sign

Sign

Loading Dock

Scale

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P

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Inlet

Bil

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FH

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Culvert

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Gap

Gate

Stock PileStock Pile

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TFP

LP

Concrete Drain

LP

Concrete Drain

FH

Inlet

Outlet

InletInlet

Inlet

Inlet

Stock Piles

LP

LP

LP

LP

Culvert

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Inlet

Guard

Rail

CPCP

PB

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CP

Inlet

Inlet

Inlet

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Culvert

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Dense Woods

Dense Woods

Dense Woods

Dense Woods

LP

LP

LP

LP

LP

FH

PB

TS

TS

TS

TS

EJCT

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PB

EJCTPB

PB

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TS

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W

W

W

W

W

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203m

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GW

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W

W

W

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SS

SS

SS

SS

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GMH

PB

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TMH

GMH

1219m

m W

W M

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203m

m C

I W

W M

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SS

203mm SS

CONC. VAULT203mm SS

305m

m S

S

305mm SS

305m

m S

S

305mm W

305m

m W

305mm W

SS

203m

m S

S

305mm W

305m

m W

305m

m W

SSMH

SSMH

OH P

OH

P

OH

P

OH

P

P&

T

OH

P

OH P

OH P

OH P

OH P

OH P

T

T

T

4064mm DIP W

SSMH

WM

W

W

W

W

W

WW

WWWW

W

W

203m

m G

G

G

G

G

G

G

G

AERIAL CABLESAERIAL CABLES

AERIAL CABLES

AERIAL CABLES

AE

RIA

L C

AB

LE

S

FO

P&

T

P&

T

PB

P

P

UG P

UG P

UG P

UG P

UG P

1385+00

1390+00

1395+00

1400+00

1405+00

1410+00

1415+00

1420+00

PC

Sta

. 1424+

78.4

0

1425+00

1430+00 1435+00

1440+00

PT

Sta

. 1441+

73.3

8

1445+00

1450+00

1455+00

1460+00

PC

S

ta. 1462+

99.6

8

1465+00

PC

C S

ta. 1466+

06.3

4

1470+00

1475+00

1480+00

1485+00

1219m

m R

CP

LEGEND

EXISTING R.O.W.

HOV WISHBONE RAMPS PROPOSED RETAINING WALL

PROPOSED CTB

EXISTING OR UNDER CONSTRUCTION

RETAINING WALL

HOV / MANAGED LANES

NEW BRIDGE / BRIDGE WIDENING PROPOSED PYLONS OR CONES

DIRECTIONAL ARROWPROP. RAMP / RAMP RECONSTRUCTION

FUTURE PROP. FRONTAGE ROAD

NEW PAVEMENT/PAVEMENT WIDENING

EXISTING OR UNDER CONSTRUCTION

MAIN LANES AND RAMPS

EXISTING OR UNDER CONSTRUCTION IH 30 BRIDGES

2-36" (900 mm)

FL = 488.13 AT C/L IH 30

= 502.74 AT INFLOW

1-42" (1067 mm)

FL = 489.11 AT C/L IH 30

= 509.01 AT INFLOW1-36" (900 mm)

FL = 492.00 AT C/L IH 30

= 509.01 AT INFLOW

2-42" (1050 mm)

FL = 507.74 AT C/L IH 30

= 508.04 AT INFLOW

1-72" (1800mm)

FL = 443.20 AT C/L IH 30

= 445.12 AT INFLOW

STA = 1391+99.65

EL = 524.55’

(+)0.5001 % (+)1.4500 %

L = 229.71’

K = 242

ex = 0.27’

STA = 1404+03.53

EL = 542.00’

(+)1.4500 % (-)0.8584 %

L = 1,148.29’

K = 497

ex = -3.31’

STA = 1418+30.71

EL = 529.75’

(-)0.8584 % (+)0.4922 %

L = 295.30’

K = 219

ex = 0.50’

STA = 1427+98.56

EL = 534.51’

(+)0.4922 % (-)2.6000 %

L = 1,049.92’

K = 340

ex = -4.06’

STA = 1438+81.24

EL = 506.37’

(-)2.6000 %(-)0.5899 %

L = 393.70’

K = 196

ex = 0.99’

STA = 1454+06.83

EL = 497.37’

(-)0.5899 % (-)1.8483 %

L = 623.36’

K = 495

ex = -0.98’

STA = 1467+02.76

EL = 473.41’

(-)1.8483 %(-)2.2160 %

L = 229.76’

K = 625

ex = -0.11’

VP

T 1

38

4+

18

.48

EL

. =

52

0.6

4’

VP

C 1

390+

84.8

0 E

L. =

523.9

7’

VP

T 1

39

3+

14

.51

EL

. =

52

6.2

1’

VP

C 1

39

8+

29

.38

EL

. =

53

3.6

8’

VP

T 1

40

9+

77

.67

EL

. =

53

7.0

7’

VP

C 1

42

2+

73

.60

EL

. =

53

1.9

3’

VP

T 1

433+

23.5

2 E

L. =

520.8

7’

VP

C 1

43

6+

84

.39

EL

. =

51

1.4

8’

VP

T 1

440+

78.0

9 E

L. =

505.2

0’

VP

C 1

45

0+

95

.15

EL

. =

49

9.2

0’

VP

T 1

45

7+

18

.51

EL

. =

49

1.6

0’

VP

C 1

465+

87.8

8 E

L. =

475.5

4’

VP

T 1

46

8+

17

.64

EL

. =

47

0.8

7’

VP

C 1

48

0+

47

.87

EL

. =

44

3.6

0’

VP

C 1

416+

83.0

6

EL

. =

53

1.0

2’

VP

T 1

419+

78.3

6

EL

. =

530.4

8’

MIN

CL

EA

RA

NC

E =

16

’-6

"

MIN

CL

EA

RA

NC

E =

16

’-6

"

DALLAS DISTRICT

N

GARLAND

ROWLETT

MESQUITE

KLEBERG

CEDAR HILL

GRAND PRAIRIE

IRVING

CARROLLTON

ELLIS CO.

DENTON CO. COLLIN CO.

TA

RR

AN

T C

O.

RO

CK

WA

LL

CO

.K

AU

FM

AN

CO

.

DALLAS

190

190

161

161

161

161

COPPELL

ADDISON

FARMERS BRANCH

RICHARDSON

BUCKINGHAM

SACHSE

SUNNYVALE

BALCH

SPRINGS

LAWSON

SEAGOVILLEHUTCHINS

LANCASTER

WILMER

DE SOTO

DUNCANVILLE

COCKRELL HILL

HIGHLAND

PARK

PARKUNIVERSITY

121

635

114

310

635

348354

482

183

356

12

183

356

183

30

80

366

354

303

20

1382

408 12

67

20

1382

67

1382

342

20

342

45

45

45

12

45

175

352

30

12

20

635

20

352

80

30

372

66

78

75

5

635

244

12

75

289

12

635

30

80

289

78

175

175

310

180

114

35E

35E

35E

35E

421SCALE 0 MILE6

30

30

3030

3030

DATE:

C O N S U L T I N G E N G I N E E R S

BRIDGEFARMER & ASSOCIATES, INC.

DATE APPROVED DATE SUBMITTED

DATE REVISED

c 2006 BY

TEXAS DEPARTMENT OF TRANSPORTATION;

ALL RIGHTS RESERVED

DESIGN SCHEMATIC

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

L

L

1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,

SUITE 400

D A L L A S , T E X A S 7 5 2 4 3

TEL: (972) 231-8800 FAX: (972) 231-5900

BEGIN PROJECT

C IH 30 STA 763+50.00

CSJ NO. 1068-02-120

END PROJECT

C IH 30 STA 1582+68.36

CSJ NO. 1068-04-116

Scale : Horizontal 1’ = 200’

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

Average Daily Traffic 2007 (2025)

HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY

198,373 (214,801)

195,488 (209,078)

215,611 (215,658)

194,348 (202,241)

170,903 (184,188)

182,799 (195,659)

NW 19TH ST TO BELTLINE RD:

BELTLINE RD TO MacARTHUR BLVD:

MacARTHUR BLVD TO LOOP 12:

LOOP 12 TO WESTMORELAND:

WESTMORELAND TO HAMPTON RD:

HAMPTON RD. TO DOWNTOWN:

L

END PROJECT

CSJ NO. 1068-02-120

BEGIN PROJECT

CSJ NO. 1068-04-126

C IH 30 STA 889+00.00

PREPARED BY BRIDGEFARMER & ASSOCIATES, INC.

IH-30 MANAGED LANES (INTERSTATE)

DATE:

PRENTISS REVES, EIT

TX. EIT 26613

DANNY L. KAHLER, PE

TX. PE 89746

Dallas And Tarrant County

L

END PROJECT

CSJ NO. 1068-04-126

BEGIN PROJECT

CSJ NO. 1068-04-116

C IH 30 STA 1531+00.00

Design Speed : 60 mph (Main line and HOV)

50 mph (HOV Ramps and Trinity River Bridge)

45 mph (Ramps)

Project Length : 13.14 miles

MANAGED LANE PROJECT

CONTROLLING CSJ: 1068-04-126 (IH 30)

FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS

CSJ: 1068-02-120 (IH 30)

FROM BALLPARK WAY TO DALLAS COUNTY LINE

THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT

CSJ: 1068-04-116 (IH 30)

FROM EAST OF SYLVAN AVE TO IH 35E

SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT

CONTROLLING CSJ: 0009-11-181 (IH 30)

FROM IH 45 TO IH 35E

MAY 2006

DALLAS COUNTY

5/18/06 5/18/06

DALLAS DISTRICT

N

GARLAND

ROWLETT

MESQUITE

KLEBERG

CEDAR HILL

GRAND PRAIRIE

IRVING

CARROLLTON

ELLIS CO.

DENTON CO. COLLIN CO.

TA

RR

AN

T C

O.

RO

CK

WA

LL

CO

.K

AU

FM

AN

CO

.

DALLAS

190

190

161

161

161

161

COPPELL

ADDISON

FARMERS BRANCH

RICHARDSON

BUCKINGHAM

SACHSE

SUNNYVALE

BALCH

SPRINGS

LAWSON

SEAGOVILLEHUTCHINS

LANCASTER

WILMER

DE SOTO

DUNCANVILLE

COCKRELL HILL

HIGHLAND

PARK

PARKUNIVERSITY

121

635

114

310

635

348354

482

183

356

12

183

356

183

30

80

366

354

303

20

1382

408 12

67

20

1382

67

1382

342

20

342

45

45

45

12

45

175

352

30

12

20

635

20

352

80

30

372

66

78

75

5

635

244

12

75

289

12

635

30

80

289

78

175

175

310

180

114

35E

35E

35E

35E

421SCALE 0 MILE6

30

30

3030

3030

DATE:

C O N S U L T I N G E N G I N E E R S

BRIDGEFARMER & ASSOCIATES, INC.

DATE APPROVED DATE SUBMITTED

DATE REVISED

c 2006 BY

TEXAS DEPARTMENT OF TRANSPORTATION;

ALL RIGHTS RESERVED

DESIGN SCHEMATIC

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES.

L

L

1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,

SUITE 400

D A L L A S , T E X A S 7 5 2 4 3

TEL: (972) 231-8800 FAX: (972) 231-5900

BEGIN PROJECT

C IH 30 STA 763+50.00

CSJ NO. 1068-02-120

END PROJECT

C IH 30 STA 1582+68.36

CSJ NO. 1068-04-116

Scale : Horizontal 1’ = 200’

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

SOURCE: NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

Average Daily Traffic 2007 (2025)

HIGHWAY VOLUMES INCLUDE MAIN AND HOV/ML LANES ONLY

198,373 (214,801)

195,488 (209,078)

215,611 (215,658)

194,348 (202,241)

170,903 (184,188)

182,799 (195,659)

NW 19TH ST TO BELTLINE RD:

BELTLINE RD TO MacARTHUR BLVD:

MacARTHUR BLVD TO LOOP 12:

LOOP 12 TO WESTMORELAND:

WESTMORELAND TO HAMPTON RD:

HAMPTON RD. TO DOWNTOWN:

L

END PROJECT

CSJ NO. 1068-02-120

BEGIN PROJECT

CSJ NO. 1068-04-126

C IH 30 STA 889+00.00

PREPARED BY BRIDGEFARMER & ASSOCIATES, INC.

IH-30 MANAGED LANES (INTERSTATE)

DATE:

PRENTISS REVES, EIT

TX. EIT 26613

DANNY L. KAHLER, PE

TX. PE 89746

Dallas And Tarrant County

L

END PROJECT

CSJ NO. 1068-04-126

BEGIN PROJECT

CSJ NO. 1068-04-116

C IH 30 STA 1531+00.00

Design Speed : 60 mph (Main line and HOV)

50 mph (HOV Ramps and Trinity River Bridge)

45 mph (Ramps)

Project Length : 13.14 miles

MANAGED LANE PROJECT

CONTROLLING CSJ: 1068-04-126 (IH 30)

FROM TARRANT COUNTY LINE TO SYLVAN AVE IN DALLAS

CSJ: 1068-02-120 (IH 30)

FROM BALLPARK WAY TO DALLAS COUNTY LINE

THIS SCHEMATIC SHOWS A CONSTRUCTION PHASE OF SIGNATURE BRIDGE PROJECT

CSJ: 1068-04-116 (IH 30)

FROM EAST OF SYLVAN AVE TO IH 35E

SIGNATURE BRIDGE PROJECT SCHEMATIC APPROVED UNDER PEGASUS PROJECT

CONTROLLING CSJ: 0009-11-181 (IH 30)

FROM IH 45 TO IH 35E

MAY 2006

DALLAS COUNTY

5/18/06 5/18/06

1385+00 1390+00 1395+00 1400+00 1405+00 1410+00 1415+00 1420+00 1425+00 1430+00 1435+00 1440+00 1445+00 1450+00 1455+00 1460+00 1465+00 1470+00 1475+00 1480+00

521.0

5

52

1.5

5

52

2.0

5

52

2.5

5

52

3.0

5

52

3.5

5

52

4.0

5

524.8

2

52

6.0

0

527.4

5

528.9

0

53

0.3

5

531.8

0

53

3.2

5

53

4.6

5

53

5.8

6

536.8

6

537.6

7

538.2

7

53

8.6

8

53

8.8

8

53

8.8

8

53

8.6

8

53

8.2

8

53

7.6

8

53

6.8

8

536.0

2

535.1

6

53

4.3

1

533.4

5

53

2.5

9

53

1.7

3

53

0.8

8

53

0.3

3

53

0.2

3

53

0.5

8

531.0

8

53

1.5

7

53

2.0

5

53

2.3

2

53

2.2

9

53

1.9

7

53

1.3

5

53

0.4

4

52

9.2

4

52

7.7

4

52

5.9

4

52

3.8

5

521.4

7

51

8.8

8

516.2

8

513.6

8

51

1.0

8

50

8.8

2

507.0

6

50

5.8

2

505.0

7

50

4.4

8

50

3.9

0

503.3

1

50

2.7

2

502.1

3

501.5

4

50

0.9

5

50

0.3

6

49

9.7

7

499.1

8

498.4

8

497.5

7

49

6.4

7

495.1

6

493.6

5

491.9

4

49

0.1

0

488.2

5

48

6.4

0

484.5

5

482.7

1

48

0.8

6

479.0

1

477.1

6

475.3

1

473.3

6

47

1.2

6

469.0

4

466.8

3

464.6

1

46

2.3

9

460.1

8

45

7.9

6

455.7

5

453.5

3

451.3

1

449.1

0

446.8

8

44

4.6

7

442.5

1

FORT W

ORTH

AV

ENU

E

PO

ST

AL

WA

Y

WE

ST

MO

RE

LA

ND

HA

MP

TO

N R

OA

D

IH 30

MA

TC

H L

INE

ST

A 1

481+

00 C

SJ: 1

068-0

4-1

26

MA

TC

H L

IN

E S

TA

1384+

00 C

SJ:

1068-04-126

1384+00 1481+00

430

440

450

460

470

480

490

500

510

520

530

540

430

440

450

460

470

480

490

500

510

520

530

540

EXISTING 2-36"

(900 mm) CULVERT

EXISTING 1-42" & 1- 36"

(1067 mm) & (900 mm) CULVERT

EXISTING 2-42"

(1050 mm) CULVERT

TO DALLASTO FORT WORTH

EXISTING ROW

EXISTING ROW

WE

ST

MO

RE

LA

ND

PO

ST

AL

WA

Y

EXIST. OR UNDER CONSTRUCTION

PROFILE GRADE LINE

HA

MP

TO

N R

OA

D

LO

OP

R

AM

P

FO

RT

WO

RT

H A

VE

NU

E

0

SCALE: 1" = 200’

100 50 100 200

IH 30

* SEE PLANS FOR AUX. LANE LIMITS.

VARIES PGL

VARIES

9.84’

3.0 m

SHLDR.

PROPOSED TYPICAL SECTION

STA. 1351+00.00 TO STA. 1525+59.00

10.83’

3.3 m

10.83’

3.3 m

10.83’

3.3 m

10.83’

3.3 m

10.83’

3.3 m

10.83’

3.3 m

10.83’

3.3 m

10.83’

3.3 m

EXIST. ROW VARIES

11.81’

3.6 m

AUX. *

11.81’

3.6 m

AUX. *

10.84’

3.3 m

10.83’

3.3 m

3.94’ (1.2m) typ

2.13’ (0.65m) min

3.94’ (1.2m) typ

2.13’ (0.65m) min

2.95’ (0.9m) typ

2.13’ (0.65m) min

2.95’ (0.9m) typ

2.13’ (0.65m) min

RECONSTRUCT BRIDGESUBSTRUCTURE TO ALLOWTWO MANAGED LANES

RECONSTRUCT BRIDGESUBSTRUCTURE TO ALLOWTWO MANAGED LANES

ROLL 8 OF 11 ROLL 8 OF 11

9.84’

3.0 m

SHLDR.

PROPOSED INVENTORY

GANTRY

* SEE PLANS FOR AUX. LANE LIMITS.

5.06’12.00’ 6.00’

VARIES

6.00’

PGL

VARIES

9.84’

3.0 m

SHLDR.

9.84’

3.0 m

SHLDR.

VARIES

17.06’ MIN

5.2 m MIN.

MEDIAN

17.06’

5.2 m

MEDIAN

59.06’ OR 55.12’ (18.0 OR 16.8 m)

47.24’ OR 43.31’ (14.4 OR 13.2 m)

WB TRAFFIC LANES

59.06’ OR 55.12’ (18.0 OR 16.8 m)

47.24’ OR 43.31’ (14.4 OR 13.2 m)

EB TRAFFIC LANES

5.06’

MIN.

EXISTING TYPICAL SECTION

STA. 1295+00.00 TO STA. 1525+59.00

11.81’

3.6 m

11.81’

3.6 m

11.81’

3.6 m

11.81’

3.6 m

11.81’

3.6 m

11.81’

3.6 m

11.81’

3.6 m

11.81’

3.6 m

EXIST. ROW VARIES

11.81’

3.6 m

AUX. *

11.81’

3.6 m

AUX. *

PROFILE IS NOT INTENDED FOR DESIGN

PURPOSES. PROFILE WAS OBTAINED FROM

PREVIOUS PLANS AND IS INTENDED TO

SHOW THE CHARACTERISTICS OF WHAT

HAS ALREADY BEEN BUILT

C IH-30L

C IH-30L

PROPOSED

INVENTORY GANTRY

MIN

CL

EA

RA

NC

E =

16’-

6"

REFER TO SHEET 11 OF

11 FOR CURVE DATA

SCHCL3-12

SCHCL3-13SCHCL3-14