0 % Meeting... · texas department of transportation fax (214) 739-0095 tel (214) 346-6200...

TEXAS DEPARTMENT OF TRANSPORTATION

FAX (214) 739-0095

TEL (214) 346-6200

RICHARDSON, TEXAS 75081-2275

1201 NORTH BOWSER ROAD

PRELIMINARYFOR INTERIM REVIEW ONLY

P.E. NO. DATENAME

N.T.S.

P.E. NO. DATENAME

LEGEND:

DALLAS DISTRICT

TXDOT DALLAS DISTRICT

R

VERTICAL SCALE:

HORIZONTAL SCALE:

3020100 40

4003002001000

TEXAS COUNTY MAP

N.T.S.

LOCATION MAP

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND

NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,

BIDDING OR CONSTRUCTION PURPOSES. THEY WERE

PREPARED BY OR UNDER THE SUPERVISION OF:

MATTHEW G. CRAIG 69910

CHAD R. GARDINER 93793

EXISTING ROW

EXISTING PROPERTY LIMITS

POTENTIAL DISPLACEMENTS

PROPOSED ROW

PROPOSED EDGE OF PAVEMENT

PROPOSED PRELIMINARY NOISE WALL

PROPOSED BRIDGE BENT

PROPOSED BRIDGE ABUTMENT

EXISTING STORM SEWER

DIRECTION OF TRAVEL

PROPOSED CULVERT

PROPOSED BRIDGE

PROPOSED FRONTAGE ROAD

PROPOSED CROSS STREET

PROPOSED MAIN LANES

PROPOSED RAMP

EXISTING EASEMENT

PROPOSED SIDEWALK

PROPOSED ACCESS DENIAL

PAVEMENT / BRIDGE TO BE REMOVED

PROPOSED RETAINING WALL

PROPOSED MANAGED LANES

DALLAS COUNTY, TEXAS

GA

RL

AN

D

AV

E

CE

NTER

VILLE R

D

LA PR

AD

A

DR

TOWN EAST BLVD

GR

EE

NVI

LL

E

AV

E

SKILL

MA

N ST

PROPOSED CENTERLINE/BASELINE

EXISTING 100 YR FLOODPLAIN LIMITS

EXISTING BRIDGE TO REMAIN

EXISTING PLANIMETRIC FEATURES

EXISTING TOPOGRAPHIC CONTOURS (5-FT INTERVALS)

GENERAL NOTES:

TRAFFIC DIAGRAM

60%

DRAFT

Prelimi

nary,

Subj

ect to C

hang

e04-19-2016

04-19-2016

HORIZONTAL ALIGNMENT DATA PROPERTY OWNERS

EXISTING ROADWAY TO REMAIN

STA 640+00

BEGIN CSJ: 2374-01-137

END CSJ: 2374-01-183

STA 468+00

CSJ: 2374-01-183

BEGIN I-635 PROJECT

STA 1060+98

END CSJ: 2374-02-053

END I-635 PROJECT

TEXAS DEPARTMENT OF TRANSPORTATION

FAX (214) 739-0095

TEL (214) 346-6200

RICHARDSON, TEXAS 75081-2275

1201 NORTH BOWSER ROAD

PRELIMINARYFOR INTERIM REVIEW ONLY

P.E. NO. DATENAME

N.T.S.

P.E. NO. DATENAME

DALLAS DISTRICT

TXDOT DALLAS DISTRICT

R

VERTICAL SCALE:

HORIZONTAL SCALE:

3020100 40

4003002001000

TEXAS COUNTY MAP

N.T.S.

LOCATION MAP

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND

NOT INTENDED FOR REGULATORY APPROVAL, PERMIT,

BIDDING OR CONSTRUCTION PURPOSES. THEY WERE

PREPARED BY OR UNDER THE SUPERVISION OF:

MATTHEW G. CRAIG 69910

CHAD R. GARDINER 93793


04-19-2016

04-19-2016

C 2016 by Texas Department of Transportation all rights reserved

ROYAL LN/MILLER RD

JAMES K. SELMAN, P.E., DISTRICT ENGINEER

GA

RL

AN

D

AV

E

CE

NTER

VILLE R

D

LA PR

AD

A

DR

TOWN EAST BLVD

GR

EE

NVI

LL

E

AV

E

SKILL

MA

N ST

STA 640+00

BEGIN CSJ: 2374-01-137

END CSJ: 2374-01-183

STA 468+00

CSJ: 2374-01-183

BEGIN I-635 PROJECT

STA 1060+98

END CSJ: 2374-02-053

END I-635 PROJECT

ROYAL LN/MILLER RD

C 2016 by Texas Department of Transportation all rights reserved

JAMES K. SELMAN, P.E., DISTRICT ENGINEER

STA 780+00

BEGIN CSJ: 2374-02-053

END CSJ: 2374-01-137

STA 780+00

BEGIN CSJ: 2374-02-053

END CSJ: 2374-01-137

DALLAS COUNTY APPRAISAL DISTRICT (FEBRUARY 2014).

12. OWNERSHIP INFORMATION SHOWN ON SCHEMATIC OBTAINED FROM

WILL BE DEVELOPED DURING THE PS&E PHASE OF THE PROJECT.

11. CONVENTIONAL ROADWAY SIGNAGE (SMALL SIGNS) ARE NOT SHOWN AND

FLOOD INSURANCE RATE MAPS 48113C0345J AND 48113C0485J (2001).

10. APPROXIMATE 100 YEAR FLOODPLAIN LIMITS ARE BASED UPON FEMA

RAIL, BARRIER, OR WALL (UNLESS NOTED OTHERWISE).

9. DIMENSIONS ARE TO THE EDGE OF PAVEMENT OR NOMINAL FACE OF CURB,

(UNLESS NOTED OTHERWISE).

8. CURBS ON FRONTAGE ROADS AND CROSS STREETS ARE TYPE II

7. SUPER ELEVATION AXIS OF ROTATION IS ABOUT THE PGL.

RECONSTRUCTION WILL BE REMOVED (UNLESS NOTED OTHERWISE).

6. EXISTING PAVEMENT/BRIDGES LOCATED WITHIN LIMITS OF PROPOSED

THE SAFETY TO THE TRAVELING PUBLIC IS NOT COMPROMISED.

PROPERTY OWNERS AND AVOIDING LANDLOCK ISSUES AS LONG AS

PROVIDING TRAFFIC IMPACT ANALYSIS (TIA) BY THE ADJACENT

PROPERTY OWNERS. ACCESS DENIAL LIMITS MAY BE ADJUSTED BY

FRONTAGE ROADS, AND MAINTAINING SAFE ACCESS TO ADJACENT

THE TRAVELING PUBLIC, MAINTAINING LEVEL OF SERVICE ON THE

5. ACCESS DENIAL LIMITS ARE DETERMINED BY PROVIDING SAFETY TO

DEVELOPED DURING PS&E DESIGN.

4. DRIVEWAY LOCATIONS ARE PRELIMINARY AND WILL BE FURTHER

FINAL LOCATIONS TO BE DETERMINED DURING PS&E DEVELOPMENT.

3. SIDEWALK LOCATIONS ARE PRELIMINARY AND SUBJECT TO CHANGE.

2. TRAFFIC VOLUMES APPROVED BY TP&P ON XXXXXXXX XX, 2014.

ON AERIAL SURVEYS DATED JANUARY 21, 2013 AND RECORD PLANS.

1. EXISTING FEATURES WERE NOT FIELD SURVEYED. SCHEMATICS ARE BASED

TBPE FIRM #F-312

HALFF ASSOCIATES, INC.

P.E. NO. DATENAME

04-19-2016

TBPE FIRM #F-312

HALFF ASSOCIATES, INC.

P.E. NO. DATENAME

04-19-2016

PARCEL ID100

PROPOSED ROW (BY OTHERS)

DESIGN SCHEMATIC

IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN

FROM EAST OF US 75 TO SOUTH OF IH 30


CSJs: 2374-01-183, 2374-01-137, 2374-02-053

APRIL 2016

ROLL OF 23

DESIGN SCHEMATIC

IH 635 LBJ EAST PROJECT - ULTIMATE DESIGN

FROM EAST OF US 75 TO SOUTH OF IH 30


CSJs: 2374-01-183, 2374-01-137, 2374-02-053

APRIL 2016

ROLL OF 23

PROPOSED TRAFFIC BARRIER

PROPOSED DRAINAGE EASEMENT

TEMPORARY CONSTRUCTION EASEMENT

IH 30

E. OF US 75

TO S. OF IH 30

W. OF GUS THOMASSON RD

TO E. OF GALLOWAY AVE

* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP

PROFILES FOUND ON ROLLS 11 THROUGH 23.

SCHEMATIC ROLLS:

60 MPHMANAGED LANES:

BYPASS ROADS:

25 MPH

40 MPH

AVERAGE

DAILY TRAFFIC:

20 MPHTURNAROUNDS:

FRONTAGE RD LOOP RAMPS/CONNECTORS:

IH 30

E. OF US 75

TO S. OF IH 30

W. OF GUS THOMASSON RD

TO E. OF GALLOWAY AVE

* FRONTAGE ROAD, CROSS STREET, DIRECT CONNECTOR, AND RAMP

PROFILES FOUND ON ROLLS 11 THROUGH 23.

SCHEMATIC ROLLS:

60 MPHMANAGED LANES:

BYPASS ROADS:

25 MPH

40 MPH

AVERAGE

DAILY TRAFFIC:

20 MPHTURNAROUNDS:

FRONTAGE RD LOOP RAMPS/CONNECTORS:

EXISTING ACCESS DENIAL

250,100 (2016)

340,700 (2036)

11.2 MILES 2.4 MILES

NOTE: TRAFFIC PROJECTIONS ARE CURRENTLY UNDER DEVELOPMENT & WILL BE PROVIDED WITH 90% SUBMITTAL

340,700 (2036)

250,100 (2016)

11.2 MILES 2.4 MILES

STA 156+68

END IH-30 IMPROVEMENTS

STA 29+87

BEGIN IH-30 IMPROVEMENTS

STA 156+68

END IH-30 IMPROVEMENTS

STA 29+87

BEGIN IH-30 IMPROVEMENTS

2.5%(TYP)

SH

10'

LN

12'

LN

12'

LN

12'

LN

12'

LN

12'10'

SH

EB GEN PURPOSE LNS

1

2.5%(TYP)

SH

10'12'

LNLN

12'

LN

12'

LN

12'

LN

12'

SH

10'

WB GEN PURPOSE LNS

2.0%

2'

11' 14'

1'

6'

LNLNLN SW

PGL

EB FRONT RD

15'

TYP

1

VAR

EXI

ST

RO

W

CTB

LB PEB635GPLB PWB635GP B PEB635FRL

1.5%

28'-39'

PGL

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

EXP

11'

LN

EXP

11'5' 5'

3' 3'

L

CTBPYLON PYLON

2.08% 1.56% 1.56% 2.08%

EX ROW VARIES 396'-884'

C IH635

SHSH

69'-84' EX PAVEMENT 69'-84' EX PAVEMENT

1 1

LN

AUX

LN

AUX

2.0%

VARIES

1.5%1

2'

14'

LN

11'

LN

1'

SW

6' 11'

LN

39'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

EXP

11'

LN

EXP

11'5' 5'

3' 3'

L

CTBPYLON PYLON

2.08% 1.56% 1.56% 2.08%

EX ROW VARIES 366'-639'

C IH635

SHSH

69'-84' EX PAVEMENT 69'-84' EX PAVEMENT

1 1

LN

AUX

LN

AUX

2.0%1 1

LB

HS

4'

LN

14'

SH

8'

26'

NOTES:

4:1 MAX

6:1 DESIRABLE

3:1 MAX

4:1 DESIRABLE

1

2

3 3' DIAMETER BRIDGE COLUMN

EXI

ST

RO

W

EXI

ST

RO

W

EXI

ST

RO

W

EXI

ST

RO

W

2.0%

PGL

12' 12'

2.5%(TYP) 2.5%(TYP)

PGL

C PIH635L

12'10'

SH LN LN LN LN

12'

SH

10'

SH

10'

LN

12'

LN

12'

LN

12'

LN LN

10'

SHSH

10'12'

LNLN LN

12'

LN

12'

LN

12'

SH

10'

2'

11' 14'

1'

2.0%

2' 1'

11'14'

28'-53' 38'38'

6'

LNLNLN LNLNLN SWSW

6'

EXI

ST/

PR

OP

RO

W

PGL

4' 4'

EB GEN PURPOSE LNS EB FRONT RDEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD

111 1

CTB

2'2'15'

TYPTYP

15'

HS

HS

L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL

1.5%1.5%

28'-39'

12' 12' 12'

VARVAR

LN

0-14'

80' 80'

12' 12'

C PIH635L

12'10'

SH LN LN LN LN

12'

SH

10'

38'38'

4' 4'

EB MAN LNSWB MAN LNS

1'

HS

HS

1' 1'

1'

2.5%(TYP)2.5%(TYP)

4'-8'

80' 80'

12' 12'

C PIH635L

12'10'

SH LN LN LN LN

12'

SH

10'

SH

10'

LNLN

12'

LN

12'

LN

12'

LN LN

10'

SHSH

10'12'

LNLN LN LN

12'

LN

12'

LN

12'

SH

10'0-12'

2'

11' 14'

1'2' 1'

11'14'

28'-39' 80'-92' 38'38'

6'

LNLNLN LNLN SWSW

6'

EXI

ST/

PR

OP

RO

W

4' 4'

EB GEN PURPOSE LNSEB MAN LNSWB MAN LNSWB GEN PURPOSE LNSWB FRONT RD

2'2'

15'

TYPTYP

15'

HS

HS

L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL

12' 12' 12'

80'-92'

0-12'

VARVAR

CTB

CTBPGL

CTB

2.5%(TYP)

PGL

2.5%(TYP)

2.0%111.5%

4'-15'

EXI

ST

RO

W

28'

EB FR RD

2.0%

PGL

11

1.5%

PGL PGL

PGL PGL

4'

EXI

ST

RO

W

0'-8.63'

CANTILEVER

WB GP LN

0'-5.36'

CANTILEVER

EB GP LN

PGL PGL

PGL

2.0%

2' 1'

11'14'

28'-53'

LNLNLNSW

6'

WB FRONT RD

11

TYP

15'

LB PWB635FR

1.5%

VAR

LN

0-14'

EXI

ST

RO

W

11'

2.5%(TYP)

SH

10'

LNLN

12'

LN

12'

LN

12'

LN

12'

LN

12'10'

SH

EB GEN PURPOSE LNS

1

0-12'

2.5%(TYP)

SH

10'12'

LNLN LN

12'

LN

12'

LN

12'

LN

12'

SH

10'0-12'

80'-92'

WB GEN PURPOSE LNS

VAR

1 2.0%

2'

11' 14'

1'

6'

LNLNLN SW

PGL

EB FRONT RD

15'

TYP

1

VAR

2.0%

2' 2'

LNLNSW

6'

TYP

15'

1

EXI

ST

RO

W

EXI

ST

RO

W

80'-92'

LB PEB635GPLB PWB635GPLB PWB635FR B PEB635FRL

1.5%1.5%

28'-39'

PGL

12' 12'

C PIH635L

12'10'

SH LN LN LN LN

12'

SH

10'

38'38'

4' 4'

EB MAN LNSWB MAN LNS

1'

HS

HS

4'

1' 1'

1'

2.5%(TYP)2.5%(TYP)

2' 2'

RD (EX)WB FRONT

LN

28'-39'

14' 11'

PGLPGL

8.63'-25'

CANTILEVER

WB GP LN

5.36'-36'

CANTILEVER

EB GP LN

PGL

EB PGL CONTROLS FROM STA 803+66.48 TO STA 969+18.93

WB PGL CONTROLS FROM STA 803+92.68 TO STA 970+43.99

STA 838+76 TO STA 844+51

PROPOSED IH 635



EB STA 875+35 TO STA 929+93

WB STA 875+35 TO STA 924+85

PROPOSED IH 635



STA 844+51 TO STA 856+37

PROPOSED IH 635(MIRROR FOR EB)

1-LANE RAMP

PROPOSED IH 635

PROP ROW VARIES 415'-427'


PROP ROW 397'


STA 812+00 TO 877+00

EXISTING IH 635STA 877+00 TO STA 971+00

EXISTING IH 635

WB MAIN LANESWB MAIN LANES EB MAIN LANESEB MAIN LANESWB FRONT RD



STA 856+37 TO STA 875+35

PROPOSED IH 635

EXI

ST

RO

W

62'

11'

LN

2.0%

1'2'24'

28'

SWUTURN

2.0%

11'

LN

2'

62'

11' 14'

LN

1'

LN

11'

LN

11'

LN

11'

LN

PGL

LC PCEN

3

10'

27'

5' 6'3'

2.0% 2.0%

3

2'24'

28'

UTURN

2'

27'

10'

SW

5'3'

6'

6'

LN

14'

62'

11'

LN

2.0%

1'2'24'

28'

SWUTURN

2.0%

11'

LN

2'

62'

11' 14'

LN

1'

LN

11'

LN

11'

LN

11'

LN

PGL

LC PCEN

10'

27'

5'

2.0% 2.0%

2'24'

28'

UTURN

2'

27'

10'

SW

5'

6'

LN

14'10' 10'

STA 18+81.47 TO STA 23+27.39

STA 11+83.62 TO STA 14+90.34

PROPOSED CENTERVILLE ROAD

LNLNLN LN LNLN

LC PCEN

PGL

6'-17' 33'-61'

SW SWLN LN

11'-14'

LN LN

33'-61'

11'-14'

0'-2'0'-2'

11'

0'-1'0'-1'

EXI

ST/

PR

OP

RO

W

VAR

15'-21'

VAR

11'-23'

EXI

ST/

PR

OP

RO

W

1 1

11'11' 11'

*14'

*14'

*OUTSIDE 14' LANE STRIPED OFF FOR FUTURE USE

STA 17+31.79 TO STA 18+81.47

STA 14+90.34 TO STA 16+45.06


*OUTSIDE 14' LANE STRIPED OFF FOR FUTURE USE

BRIDGE STRUCTURE NOT SHOWN

STA 16+45.06 TO STA 17+31.79


*14'

*14'

LN

10'

LN

10'

LN

10'

LN

10'

LN LN

10'10'

40'40'

LN

10' 10'

LN

2'

SW SW

LN LN LNLN LN LNLN LN

STA 18+81.47 TO STA 23+27.39

STA 11+83.62 TO STA 14+93.96

EXISTING CENTERVILLE ROAD

STA 14+93.96 TO STA 18+81.47

EXISTING CENTERVILLE ROAD

VAR VAR

33'-50' 4'-16'

LN

33'-50'

LN

VAR

EXI

ST

RO

W

10'-26'

VAR

10'-28'

VAR VAR

VAR (2.0%) VAR (2.0%)

535

535

540

540

540540

540

540

545

545

545

545

545

545

545

545

545

545

545

550

550

550

550

550

550

550

550

550

550

550

550

550

550

550

555

555

555

555

555

555

555

555

555

555

555

555

560

560

560

560

560

560

560

560

560

560

560

560

560

560

560

560

560

560

560

560

565

565

565

565

565

565

565

565

565

565

565

570

530

535

535

535

540

540

540

540

540

540

540

545

545

545

545

545

545

545

550

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

PileD

irt

PileD

irt

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

T

T

T T

T

T

T

T

TT

T

T

TT TT

T T T

TT

TT

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

T

T

T

T

T

T

T

T

T

ss

s

ss

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

TT

T

T

TT

T

T

T

T T

T

T

TT

T TT

TT

T

T

T

TT

T

T

T

TT

T T

TT

T

TT

T

TT

T

T

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODENO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

NO C

ODE

251

278

290

258

294257

259

270

260

256

272

262

254

271

261

255

252

263

267

253

269266

264

295 296 297 298 299

293

274276275

282 283

279

284

292287

285

280

289288286

277281

265

250

268

535

536

537

538

539

540

10

+00

15

+00

20

+00

25

+00

10+00

15+00

20+00

880+00

885+00

890+00

895+00

900+00

905+00

910+00

10+00

15+00

20+00

10+00

15+00

20+00

25+00

10+00

15+00

20+00

10+00

15+00

20+00

845+00

850+00

855+00

860+00

865+00

870+00

875+00

840+00

845+00

850+00

855+00

860+00

865+00

870+00

875+00

880+00885+00

890+00

895+00

900+00

905+00

910+00

840+00

845+00

850+00

855+00

860+00

865+00

870+00

875+00880+00 885+00

890+00

895+00

900+00

905+00

910+00

840+00

845+00

850+00

855+00

860+00

865+00

870+00

875+00

880+00

885+00

890+00

895+00

900+00

905+00

840+00

845+00

850+00

855+00

860+00

865+00

870+00

875+00

880+00885+00

890+00

895+00

900+00

905+00

910+00

15+00

20+00

MARKETPLACE DR

SATURN RD

W

CE

NT

ER

VIL

LE

RD

EASTG

ATE

DR

LONG BRANCH CREEK RD

FE

RG

US

ON

910+00

559.7

558.4

557.7

557.6

558.0

558.7

559.3

560.0

560.6

561.3

561.8

562.0

561.8

561.3

560.7

560.3

559.8

559.2

558.7

558.3

557.9

557.9

558.4

558.9

559.4

559.8

560.4

560.8

561.4

561.9

562.3

563.1

564.2

565.6

567.2

568.5

570.1

571.6

572.8

551.4

568.9

571.6

570.1

568.8

567.3

565.6

564.1

562.4

560.8

559.3

557.9

556.7

555.8

555.1

554.3

553.5

552.7

551.8

551.0

550.2

549.2

548.4

547.5

546.7

545.9

545.1

544.2

543.3

542.3

541.5

540.7

539.8

539.0

VPI STA = 888+00.00

EL = 531.48

(+)0.50% (-)0.85%

L = 210.00

K = 155

ex = -0.35'

VP

C

ST

A 886

+95.00

EL

=530.95

VP

T

ST

A 889

+05.00

EL

=530.59

525.96

526.46

526.96

527.46

527.97

528.47

528.97

529.47

529.97

530.48

530.98

531.13

530.63

529.78

528.93

528.08

527.23

526.38

525.53

524.68

523.83

522.98

522.13

521.28

520.43

519.58

518.73

517.88

517.03

516.18

515.33

514.48

513.63

512.78

566.10

563.27

560.91

559.24

558.27

558.00

558.40

559.03

559.66

560.29

560.92

561.51

561.63

561.23

560.73

560.23

559.73

559.23

558.73

558.23

557.98

558.23

558.73

559.23

559.73

560.23

560.73

561.23

561.73

562.23

562.82

564.03

565.96

568.61

571.61

574.29

576.34

577.76

578.55

578.71

578.24

577.13

575.40

573.03

570.11

567.11

564.11

561.46

559.54

558.33

557.48

556.63

555.78

554.93

554.08

553.23

552.38

551.53

550.68

549.83

548.98

548.13

547.28

546.43

545.58

544.73

543.88

543.03

542.18

541.33

540.48

539.63

538.78

L = 500.00

K = 144

ex = 2.17'

(+)0.63%

VPI STA = 841+30.00

EL = 556.70

(-)2.85%

VP

T

ST

A 850

+60.00

EL

=561.43

VP

C

ST

A 848

+60.00

EL

=561.30

L = 200.00

K = 177

ex = -0.28'

(-)0.50%

VPI STA = 849+60.00

EL = 561.93

(+)0.63%

(-)0.50%

VPI STA = 858+00.00

EL = 557.73

(+)0.50%

ex = 0.25'

L = 200.00

K = 200

VP

C

ST

A 857

+00.00

EL

=558.23

VP

T

ST

A 859

+00.00

EL

=558.23

VP

C

ST

A 867

+50.00

EL

=562.48

VP

T

ST

A 871

+00.00

EL

=568.61

L = 350.00

K = 140

ex = 1.09'

(+)0.50%

VPI STA = 869+25.00

EL = 563.36

(+)3.0

0%

VP

C

ST

A 872

+00.00

EL

=571.61

VP

T

ST

A 881

+50.00

EL

=571.61

L = 950.00

K = 158

ex = -7.12'

(+)3.0

0%

VPI STA = 876+75.00

EL = 585.86

(-)3.00%

VP

C

ST

A 884

+00.00

EL

=564.11

VP

T

ST

A 887

+00.00

EL

=558.33

(-)3.00%

VPI STA = 885+50.00

EL = 559.61

(-)0.85%

ex = 0.81'

L = 300.00

K = 140

(+)0.63%

VPI STA = 849+75.00

EL = 561.86

(-)0.50%

ex = -0.28'

L = 200.00

K = 177

VP

C

ST

A 848

+75.00

EL

=561.23

VP

T

ST

A 850

+75.00

EL

=561.36

VPI STA = 858+00.00

EL = 557.73

(-)0.50% (+)0.50%

ex = 0.25'

L = 200.00

K = 200

VP

C

ST

A 857

+00.00

EL

=558.23

VP

T

ST

A 859

+00.00

EL

=558.23

559.23

558.88

559.50

560.13

560.76

561.37

561.57

561.23

560.73

560.23

559.73

558.73

558.23

557.98

558.23

558.73

559.23

559.73

560.23

560.73

561.23

561.73

562.23

562.73

563.59

565.16

567.45

570.36

573.34

575.84

577.68

578.86

579.38

579.23

578.43

576.96

574.83

572.06

569.10

566.15

563.19

560.59

558.68

557.48

556.63

555.78

554.93

554.08

553.23

552.38

551.53

550.68

549.83

548.98

548.13

547.28

546.43

545.58

544.73

543.88

543.03

542.18

541.33

540.48

539.63

538.78

L = 350.00

K = 140

ex = 1.09'

EL = 563.61

VPI STA = 869+75.00

(+)0.50% (+)3.0

0%

VP

C

ST

A 868

+00.00

EL

=562.73

VP

T

ST

A 871

+50.00

EL

=568.86

VP

C

ST

A 872

+75.00

EL

=572.61

VP

T

ST

A 881

+75.00

EL

=572.80

L = 900.00

K = 151

ex = -6.70'

(-)2.96%

VPI STA = 877+25.00

EL = 586.11

(+)3.0

0%

L = 300.00

K = 142

ex = 0.79'

VPI STA = 886+50.00

EL = 558.76

(-)2.96% (-)0.85%

VP

C

ST

A 885

+00.00

EL

=563.19

VP

T

ST

A 888

+00.00

EL

=557.48

559.7

L

EL

=558.28

VP

T

ST

A 843

+80.00

VP

C

ST

A 864

+25.00

EL

=539.09

(+)0.50% (-)2.02%

VP

T

ST

A 868

+25.00

EL

=536.05

VPI STA = 874+00.00

EL = 524.45

L = 350.00

K = 139

ex = 1.10'

(-)2.02% (+)0.50%

VP

C

ST

A 872

+25.00

EL

=527.98

525.46

525.16

525.55

526.67

528.49

530.50

532.52

534.54

536.54

538.08

539.00

539.28

538.96

538.46

537.96

537.46

L

LB PCEN STA 16+88.43, EL=551.64'

C PIH635 STA 877+15.76=

PROP CENTERVILLE RD

18'5"

MI

N.

CL

R.

17'5"

MI

N.

CL

R.

558.60

559.03

560.17

570.37

567.47

564.56

562.01

(-)2.90%

VPI STA = 842+50.00

EL = 557.31

(+)0.63%

VP

C

ST

A 840

+00.00

EL

=564.56

VP

T

ST

A 845

+00.00

EL

=558.88

ex = 2.21'

L = 500.00

K = 142

(-)2.87%

VPI STA = 847+50.00

EL = 561.85

(+)0.63%

L = 530.00

K = 152

ex = -2.32'

VP

T

ST

A 850

+15.00

EL

=554.25

VP

C

ST

A 844

+85.00

EL

=560.18

VP

C

ST

A 854

+45.00

EL

=541.93

VP

T

ST

A 859

+05.00

EL

=536.49

L = 460.00

K = 137

ex = 1.94'

(+)0.50%

VPI STA = 856+75.00

EL = 535.34

(-)2.87%

560.01

560.27

560.47

558.89

557.11

554.68

551.82

548.95

546.08

543.22

540.46

538.36

537.00

536.36

536.46

536.96

SHIFT PEB635GP PGL 52' LT TO PIH635 PGL

SHIFT PWB635GP PGL 52' RT TO PIH635 PGL

C PIH635 STA 844+84.83, EL. 560.18'

BEGIN PIH635 PGL FOR MANAGED LANES

VP

C

ST

A 838

+80.00

EL

=563.82

VPI STA = 866+25.00

EL = 540.09

L = 400.00

K = 159

ex = -1.26'

EL

=525.33

VP

T

ST

A 875

+75.00

STA 874+98BEGIN BRIDGE

STA 875+42BEGIN BRIDGE

STA 879+32END BRIDGE

3:1

3:1

3:1

3:1

OVER DEPRESSED MANAGED LANES

IH 635 GENERAL PURPOSE LANES CANTILEVER

(3.00' BRIDGE DEPTH)OVER IH 635 MANAGED LANESEB GP LANES CANTILEVERED

(3.00' BRIDGE DEPTH)OVER IH 635 MANAGED LANES

WB GP LANES CANTILEVERED

MI

N.

CL

R.

18'11"

(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANESEB GP LANES CANTILEVERED

(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANES

WB GP LANES CANTILEVERED

NOTE 3: ALL BENTS CANTILEVERED OVER THE DEPRESSED MANAGED LANE SECTION ARE INVERTED T'S WITH A DEPTH OF 2.5'

NOTE 2: CENTERVILLE RD CROSS STREET OVERPASSES DEPRESSED IH 635 MANAGED LANES

NOTE 1: EB/WB IH 635 GENERAL PURPOSE LANES OVERPASS CENTERVILLE RD CROSS STREET

MI

N.

CL

R.

20'0"

CENTERVILLE RD.SATURN RD.

PROP PIH635 PGL

LC

SJ 2374-02-053

C

PI

H635

ST

A 839

+00

MA

TC

H

LI

NE

SH

EE

T 5

LC

SJ 2374-02-053

C

PI

H635

ST

A 910

+00

MA

TC

H

LI

NE

SH

EE

T 7

6

C

SJ 2374-02-053

MA

TC

H

LI

NE

SH

EE

T 5

ST

A 839

+00

EXI

ST

EL.

PR

OP

PI

H635

PG

L

C

SJ 2374-02-053

MA

TC

H

LI

NE

SH

EE

T 7

ST

A 910

+00

610

520

530

540

550

560

570

580

590

600

510

500

N

6

490

480

610

520

530

540

550

560

570

580

590

600

510

500

490

480

C PIH635L

L

PWB635FR-A-45

PWB635FR-A-46

PWB635FR-A-47

PWB635FR-A-48 PWB635FR-B-1

PWB635FR-B-2

L

L

PRWECEN-1

PRWECEN-2

PRWECEN-3

PRWECEN-4

L

PWB635GP-26

B PEB635GPL

PEB635GP-26

PEB635GP-27

PREXCEN-2

PREXCEN-3

PREXCEN-4

B PREXCENL

B PEB635FRL

PEB635FR-42

PEB635FR-44

PEB635FR-45

PEB635FR-46

PEB635FR-47

PREENWH-1

PREENWH-2

PREENWH-3

PREENWH-4

B PREENWHL

C PCENL

B PREECENLPREECEN-1

PREECEN-2

PREECEN-3

PREECEN-4

PREECEN-5

EX ROW

EX ROW

EX ROW

EX ROW

EX ROW

PROP ROW

PROP ROW

B PRWXNWH

B PRWXCENL

L

PRWXCEN-1

PRWXCEN-2

PRWXCEN-3

PRWXCEN-4

PRWXNWH-1

PRWXNWH-2

PRWXNWH-3

PRWXNWH-4

C PCEN STA 11+83.62

BEGIN CONSTRUCTION

W CENTERVILLE RD

C PCEN STA 23+27.39

END CONSTRUCTION

W CENTERVILLE RD

L

L

PCEN STA 16+88.43

PIH635 STA 877+15.76

PIH635-24

PEB635GP-23

PEB635GP-24

PEB635GP-25

PWB635GP-22

PWB635GP-23

PWB635GP-24

PWB635GP-25

PWB635FR-A-43

PWB635FR-A-44

B PRWECEN

B PWB635FR-A

B PWB635FR-B

910+00840+00 845+00 850+00 855+00 860+00 865+00 870+00 875+00 880+00 885+00 890+00 895+00 900+00 905+00

PR

OP

PE

B535

GP

PG

L

PR

OP

PW

B535

GP

PG

L

SATURN RD.

CENTERVILLE RD.

PIH635-22

PIH635-23

TAYLOR H. PERRINE 116960TAYLOR H. PERRINE 116960

PROP ROW

B PWB635GP

UNDER CONSTRUCTIONPROP NOISE WALL

ID # SITE ADDRESS OWNER OCCUPANT

250 2120 EASTGATE DR ELLER MEDIA COMPANY BILLBOARD SITE

251 11820 SHILOH RD TEXAS UTILITIES ELEC CO VACANT

252 2010 EASTGATE DR EASTGATE PARTNERS LLC FLOORING AMERICA

253 2002 EASTGATE DR W PARNELL III LLC CHICKEN EXPRESS

254 1910 EASTGATE DR EASTGATE FUNERAL HOME INC EASTGATE FUNERAL HOME

255 1902 EASTGATE DR ZIMU REALTY LLC EL CHICO RESTAURANT 103

256 1810 EASTGATE DR EAI REALTY INC REMINGTON COLLEGE

257 1800 EASTGATE DR EAI REALTY OF TEXAS LPCAMPUS

REMINGTON COLLEGE DALLAS

258 1700 EASTGATE DR AMBERTON UNIVERSITY AMBERTON UNIVERSITY

259 1640 EASTGATE DR EAI REALTY INC REMINGTON COLLEGE

260 1540 EASTGATE DR ARC CAFEUSA001 LLC FURRS FRESH BUFFET

261 1500 EASTGATE DR HALLE PROPERTIES LLC DISCOUNT TIRE

262 11601 FERGUSON RD TEXAS UTILITIES ELEC CO VACANT

263 1440 EASTGATE DR SUN SCP INVEST CO LLC APPLEBEES

264 1418 EASTGATE DR GARLAND EASTGATE LP VACANT

265 1411 EASTGATE DR AMERICAN CARRIERS INC AMERICAN CARRIERS INC

266 5013 SATURN RD EASON KENNETH D & SHELL

267 1313 W CENTERVILLE RD SEGURA I LLC & IHOP

268 1318 W CENTERVILLE RD CASH LBJ LTD LAND

269 1318 W CENTERVILLE RD CASH LBJ LTD CASH AMERICA PAWN

270 1328 W CENTERVILLE RD MOODY CAROL D ET AL OCEAN BUFFET

271 1330 W CENTERVILLE RD COYOTE MOTORSPORTS DALLAS HARLEY DAVIDSON

272 1340 W CENTERVILLE RD GRIFFITH BALIE & BEVERLY CHUCK E CHEESES

274 5301 LA JOLLA DRFUND I LP

MAGELLAN FUNDING PARTNERS

RESIDENTIAL

SINGLE FAMILY

275 5305 LA JOLLA DR BRITO GUSTAVORESIDENTIAL

SINGLE FAMILY

276 5309 LA JOLLA DR LAMPL LEE ANNRESIDENTIAL

SINGLE FAMILY

277 5313 LA JOLLA DR GUERRERO AZUCENA CRESIDENTIAL

SINGLE FAMILY

279 5317 LA JOLLA DR SANDOVAL JUAN & ADELARESIDENTIAL

SINGLE FAMILY

280 5321 LA JOLLA DR CRUZ MARTINRESIDENTIAL

SINGLE FAMILY

281 5325 LA JOLLA DR HOLT JOHN DOUGLASRESIDENTIAL

SINGLE FAMILY

282 5401 LA JOLLA DR BEELER IRENE EST OFRESIDENTIAL

SINGLE FAMILY

283 5405 LA JOLLA DR JIMENEZ JUAN RAMON FLORES &RESIDENTIAL

SINGLE FAMILY

284 5409 LA JOLLA DRPALESTINO

ORTEGA BALTAZAR & ALMA G

RESIDENTIAL

SINGLE FAMILY

285 5413 LA JOLLA DR NERIO FRANCISCO & RUPERTA ARESIDENTIAL

SINGLE FAMILY

286 5417 LA JOLLA DR MOLINA MARIA BERNADARESIDENTIAL

SINGLE FAMILY

287 5421 LA JOLLA DR FLEMING GREGORY ALLENRESIDENTIAL

SINGLE FAMILY

288 5425 LA JOLLA DR CAJAS MONICA & OSWALDO A JRRESIDENTIAL

SINGLE FAMILY

289 5429 LA JOLLA DR TARBERT LLCRESIDENTIAL

SINGLE FAMILY

290 11200 LBJ FWY TEXAS UTILITIES ELECTRIC COLINE

OVERHEAD TRANSMISSION

292 5433 LA JOLLA DR IRAHETA SANTOS &RESIDENTIAL

SINGLE FAMILY

293 5437 LA JOLLA DR YAP KENG PINGRESIDENTIAL

SINGLE FAMILY

294 1126 BIRCHWOOD DR GARLAND CITY OF PARK

295 1121 ROCKLEDGE DR BRADBURN PATRICIA EST OFRESIDENTIAL

SINGLE FAMILY

296 1201 ROCKLEDGE DRTRUSTEES

ALEXANDER JOHN W & SUSSAN M

RESIDENTIAL

SINGLE FAMILY

297 1205 ROCKLEDGE DR FIGUEROA CARLOSRESIDENTIAL

SINGLE FAMILY

298 1209 ROCKLEDGE DR JONGUITUD FERNANDO MRESIDENTIAL

SINGLE FAMILY

299 1213 ROCKLEDGE DR REED DONRESIDENTIAL

SINGLE FAMILY

535 11611 FERGUSON RD EXPONENTIAL PPTY GROUP V LLC HONEY CREEK APT

536 1214 W CENTERVILLE RD BONIUK INTERESTS LTD AUTOZONE

537 1310 W CENTERVILLE RD WENWOP LP WENDYS

538 11770 FERGUSON RD L & M BUSINESS VENTURE LLC TEXACO

539 11760 FERGUSON RD EYAL DALLAS HOLDINGS LLC ASPEN CHASE APTS

540 11740 FERGUSON RD CENTURY FERGUSON LLC STRIP SHOP CENTER

PEB635FR-43

EASEMENTPROP DRAINAGE

PEB635FR-41

PCEN STA 16+40.71

PEB635GP STA 876+96.52

PCEN STA 17+27.86

PWB635GP STA 877+37.32

8-8'X5' MBC

PROP

SUPERELEVATION

6-7'X4' MBC

REMOVE EXIST

4-5'X2' MBC

REMOVE EXIST

3-6'X3' MBC

REMOVE EXIST


1-10'X7' MBC

PROP

1-7'X6' MBC

PROP 1-9'X9' MBC

PROP

PROPOSED IH 635 MAINLANES (60 MPH)

TYPICAL SECTIONS


BASELINEBEGIN TRANSITION END TRANSITION

STA e STA e

PREXCEN (40 MPH) 18+33.00 -2.50% 18+46.00 -2.00%

PRWECEN (40 MPH) 17+38.00 2.50% 17+51.00 2.00%

PREENWH (40 MPH) 16+12.00 -2.00% 16+25.00 -2.50%

PRWXNWH (40 MPH) 15+82.00 2.00% 15+95.00 2.50%

PREECEN (40 MPH) 16+04.00 -2.00% 16+17.00 -2.50%

PRWXCEN (40 MPH) 16+22.00 2.00% 16+35.00 2.50%

NOISE WALL BEGIN PROP

END PROP NOISE WALL

END PROP NOISE WALL

END PROP NOISE WALL

END PROP NOISE WALL

BEGIN PROP NOISE WALL

WALLBEGIN PROP NOISE

END PROP NOISE WALL


WALLEND PROP NOISE


END PROP NOISE WALL

NOISE WALLBEGIN PROP

END PROP NOISE WALL


(SIGNALIZED INTERSECTION)

SHIFT B 14.26' RT

BEGIN PWB635FR-B STA 879+64.52

PCEN STA 18+95.73

END PWB635FR-A STA 879+64.52=

L

ROLL 6

BASELINE CURVE P.I. STA DELTA RADIUS (FT)LENGTH (FT)

TANGENT

(FT)

CURVE LENGTHCHORD BEARING

(FT)

CHORD LENGTHP.C. STA P.T. STA BACK TANGENT AHEAD TANGENT

PEB635FR-41 840+31.86 3° 32' 53.85" (LT) 2000.00 61.95 123.86 S 55° 51' 59.75" E 123.84 839+69.91 840+93.77 S 54° 05' 32.82" E S 57° 38' 26.67" E

PEB635FR-42 845+06.30 3° 32' 53.92" (RT) 2004.00 62.07 124.11 S 55° 51' 59.71" E 124.09 844+44.23 845+68.34 S 57° 38' 26.67" E S 54° 05' 32.76" E

PEB635FR-43 869+12.36 5° 51' 35.08" (RT) 2000.00 102.36 204.54 S 51° 09' 45.21" E 204.45 868+10.00 870+14.54 S 54° 05' 32.76" E S 48° 13' 57.67" E

PEB635FR-44 871+16.75 5° 51' 04.21" (LT) 2000.00 102.21 204.24 S 51° 09' 29.78" E 204.16 870+14.54 872+18.79 S 48° 13' 57.67" E S 54° 05' 01.88" E

PEB635FR-45 885+43.99 8° 53' 24.89" (RT) 6500.00 505.30 1,008.57 S 49° 38' 19.44" E 1007.55 880+38.69 890+47.25 S 54° 05' 01.88" E S 45° 11' 37.00" E

PEB635FR-46 895+64.21 5° 07' 35.04" (LT) 2000.00 89.53 178.95 S 47° 45' 24.52" E 178.89 894+74.68 896+53.63 S 45° 11' 37.00" E S 50° 19' 12.04" E

PEB635FR-47 897+43.16 5° 07' 35.04" (RT) 2000.00 89.53 178.95 S 47° 45' 24.52" E 178.89 896+53.63 898+32.57 S 50° 19' 12.04" E S 45° 11' 37.00" E

(60 MPH)

PEB635GP

PEB635GP-23 838+84.10 2° 30' 30.88" (LT) 12000.00 262.74 525.40 S 55° 20' 48.26" E 525.35 836+21.36 841+46.75 S 54° 05' 32.82" E S 56° 36' 03.70" E

PEB635GP-24 844+09.50 2° 30' 30.95" (RT) 12000.00 262.74 525.40 S 55° 20' 48.23" E 525.36 841+46.75 846+72.15 S 56° 36' 03.70" E S 54° 05' 32.76" E

PEB635GP-25 856+26.08 1° 05' 34.29" (LT) 12000.00 114.45 228.89 S 54° 38' 19.90" E 228.88 855+11.64 857+40.52 S 54° 05' 32.76" E S 55° 11' 07.04" E

PEB635GP-26 858+54.97 1° 05' 34.29" (RT) 12000.00 114.45 228.89 S 54° 38' 19.90" E 228.88 857+40.52 859+69.41 S 55° 11' 07.04" E S 54° 05' 32.76" E

PEB635GP-27 886+72.93 8° 54' 00.43" (RT) 11990.00 933.12 1,862.48 S 49° 38' 32.54" E 1860.61 877+39.81 896+02.29 S 54° 05' 32.76" E S 45° 11' 32.32" E

PIH635-22 838+77.00 3° 01' 45.07" (LT) 12052.00 318.66 637.18 S 53° 41' 18.13" E 637.11 835+58.33 841+95.51 S 52° 10' 25.59" E S 55° 12' 10.66" E

PIH635-23 845+68.09 1° 06' 37.84" (RT) 12052.00 116.80 233.59 S 54° 38' 51.74" E 233.59 844+51.29 846+84.89 S 55° 12' 10.66" E S 54° 05' 32.82" E

PIH635-24 885+55.95 8° 54' 00.50" (RT) 12000.00 933.90 1,864.04 S 49° 38' 32.57" E 1862.17 876+22.05 894+86.09 S 54° 05' 32.82" E S 45° 11' 32.32" E

(40 MPH)

PREECEN

PREECEN-1 10+70.92 7° 43' 41.19" (LT) 1050.00 70.92 141.62 S 52° 50' 34.71" E 141.52 10+00.00 11+41.62 S 48° 58' 44.11" E S 56° 42' 25.31" E

PREECEN-2 12+24.98 9° 04' 41.45" (RT) 1050.00 83.36 166.37 S 52° 10' 04.58" E 166.19 11+41.62 13+07.99 S 56° 42' 25.31" E S 47° 37' 43.85" E


PREECEN-4 17+67.16 3° 14' 41.02" (LT) 5300.00 150.11 300.15 S 47° 45' 45.64" E 300.11 16+17.05 19+17.19 S 46° 08' 25.13" E S 49° 23' 06.14" E


(40 MPH)

PREENWH

PREENWH-1 10+56.21 6° 07' 41.15" (LT) 1050.00 56.21 112.30 S 57° 09' 23.33" E 112.25 10+00.00 11+12.30 S 54° 05' 32.76" E S 60° 13' 13.90" E

PREENWH-2 11+68.51 6° 07' 41.15" (RT) 1050.00 56.21 112.30 S 57° 09' 23.33" E 112.25 11+12.30 12+24.61 S 60° 13' 13.90" E S 54° 05' 32.76" E

PREENWH-3 17+76.75 3° 16' 15.15" (LT) 5300.00 151.32 302.56 S 55° 43' 40.33" E 302.52 16+25.42 19+27.99 S 54° 05' 32.76" E S 57° 21' 47.91" E

PREENWH-4 19+99.88 2° 10' 06.52" (RT) 3798.48 71.89 143.76 S 56° 16' 44.65" E 143.75 19+27.99 20+71.75 S 57° 21' 47.91" E S 55° 11' 41.39" E

(40 MPH)

PREXCEN

(40 MPH)

PRWECEN

PRWECEN-1 11+48.87 4° 29' 13.16" (LT) 3800.00 148.87 297.59 S 56° 36' 34.01" E 297.51 10+00.00 12+97.59 S 54° 21' 57.43" E S 58° 51' 10.59" E

PRWECEN-2 15+17.89 4° 45' 37.76" (RT) 5300.00 220.31 440.36 S 56° 28' 21.71" E 440.23 12+97.59 17+37.95 S 58° 51' 10.59" E S 54° 05' 32.82" E

PRWECEN-3 20+29.16 4° 29' 45.43" (LT) 1050.00 41.22 82.39 S 56° 20' 25.54" E 82.37 19+87.95 20+70.34 S 54° 05' 32.82" E S 58° 35' 18.25" E

PRWECEN-4 21+25.62 6° 01' 41.05" (RT) 1050.00 55.29 110.47 S 55° 34' 27.73" E 110.42 20+70.34 21+80.81 S 58° 35' 18.25" E S 52° 33' 37.20" E

(40 MPH)

PRWXCEN

PRWXCEN-1 10+57.72 6° 17' 35.13" (RT) 1050.00 57.72 115.33 S 41° 47' 11.82" E 115.27 10+00.00 11+15.33 S 44° 55' 59.38" E S 38° 38' 24.26" E

PRWXCEN-2 11+75.43 6° 33' 08.07" (LT) 1050.00 60.10 120.08 S 41° 54' 58.29" E 120.01 11+15.33 12+35.40 S 38° 38' 24.26" E S 45° 11' 32.32" E

PRWXCEN-3 18+19.78 3° 59' 05.59" (RT) 5300.00 184.38 368.61 S 43° 11' 59.53" E 368.54 16+35.40 20+04.01 S 45° 11' 32.32" E S 41° 12' 26.74" E

PRWXCEN-4 21+36.21 3° 59' 05.59" (LT) 3800.00 132.20 264.29 S 43° 11' 59.53" E 264.23 20+04.01 22+68.30 S 41° 12' 26.74" E S 45° 11' 32.32" E

(40 MPH)

PRWXNWH

PRWXNWH-1 10+58.51 6° 22' 42.89" (RT) 1050.00 58.51 116.89 S 50° 54' 11.26" E 116.83 10+00.00 11+16.89 S 54° 05' 32.70" E S 47° 42' 49.81" E

PRWXNWH-2 11+75.40 6° 22' 42.89" (LT) 1050.00 58.51 116.89 S 50° 54' 11.26" E 116.83 11+16.89 12+33.79 S 47° 42' 49.81" E S 54° 05' 32.70" E

PRWXNWH-3 17+25.01 4° 57' 14.04" (RT) 5300.00 229.27 458.25 S 51° 36' 55.68" E 458.11 14+95.74 19+53.99 S 54° 05' 32.70" E S 49° 08' 18.66" E

PRWXNWH-4 21+18.37 4° 57' 14.10" (LT) 3800.00 164.38 328.56 S 51° 36' 55.71" E 328.45 19+53.99 22+82.55 S 49° 08' 18.66" E S 54° 05' 32.76" E

(40 MPH)

PWB635FR-A

PWB635FR-A-43 845+38.01 4° 19' 53.86" (LT) 2000.00 75.64 151.20 S 56° 13' 52.46" E 151.17 844+62.37 846+13.58 S 54° 03' 55.53" E S 58° 23' 49.39" E

PWB635FR-A-44 846+88.74 4° 18' 16.56" (RT) 2000.00 75.16 150.26 S 56° 14' 41.11" E 150.22 846+13.58 847+63.84 S 58° 23' 49.39" E S 54° 05' 32.82" E

PWB635FR-A-45 852+87.73 3° 32' 31.55" (RT) 2000.00 61.84 123.64 S 52° 19' 17.05" E 123.62 852+25.89 853+49.54 S 54° 05' 32.82" E S 50° 33' 01.28" E

PWB635FR-A-46 854+11.38 3° 32' 31.42" (LT) 2000.00 61.84 123.64 S 52° 19' 16.99" E 123.62 853+49.54 854+73.18 S 50° 33' 01.28" E S 54° 05' 32.70" E

PWB635FR-A-47 869+29.39 1° 24' 23.87" (LT) 2000.00 24.55 49.10 S 54° 47' 44.63" E 49.10 869+04.84 869+53.94 S 54° 05' 32.70" E S 55° 29' 56.57" E

PWB635FR-A-48 877+80.27 2° 25' 19.11" (RT) 2800.00 59.19 118.36 S 54° 17' 17.02" E 118.35 877+21.08 878+39.44 S 55° 29' 56.57" E S 53° 04' 37.46" E

(40 MPH)

PWB635FR-B PWB635FR-B-1 882+15.63 3° 57' 35.56" (LT) 4000.00 138.28 276.45 S 51° 49' 23.65" E 276.40 880+77.35 883+53.80 S 49° 50' 35.87" E S 53° 48' 11.43" E

PWB635FR-B-2 887+66.93 8° 52' 12.05" (RT) 3000.00 232.68 464.43 S 49° 22' 05.41" E 463.97 885+34.25 889+98.68 S 53° 48' 11.43" E S 44° 55' 59.38" E

(60 MPH)

PWB635GP

PWB635GP-22 837+29.14 4° 35' 58.32" (LT) 12000.00 481.92 963.32 S 52° 54' 11.50" E 963.07 832+47.21 842+10.54 S 50° 36' 12.34" E S 55° 12' 10.66" E

PWB635GP-23 845+83.61 1° 06' 37.91" (RT) 12104.00 117.31 234.60 S 54° 38' 51.71" E 234.60 844+66.30 847+00.91 S 55° 12' 10.66" E S 54° 05' 32.76" E

PWB635GP-24 856+91.74 1° 26' 42.73" (RT) 12000.00 151.35 302.68 S 53° 22' 11.39" E 302.67 855+40.39 858+43.07 S 54° 05' 32.76" E S 52° 38' 50.02" E

PWB635GP-25 859+94.42 1° 26' 42.73" (LT) 12000.00 151.35 302.68 S 53° 22' 11.39" E 302.67 858+43.07 861+45.76 S 52° 38' 50.02" E S 54° 05' 32.76" E

PWB635GP-26 884+95.58 8° 54' 00.43" (RT) 15052.00 1171.42 2,338.12 S 49° 38' 32.54" E 2335.77 873+24.16 896+62.28 S 54° 05' 32.76" E S 45° 11' 32.32" E

(40 MPH)

PEB635FR

(60 MPH)

PIH635

(SIGNALIZED INTERSECTION)

PCEN STA 14+90.34

PEB635FR STA 875+22.80

PARKARMSTRONG

SERVE FUTURE PIPE)EASEMENT (WILLPROP DRAINAGE

L LC/B

SUPERELEVATION SIGN CONVENTION

(-)

(-)(+)

(+)

PREXCEN-2 14+16.21 5300.00 228.71 11+87.50 16+44.63

PREXCEN-3 20+30.36 1050.00 67.11 133.94 19+63.25 20+97.28

PREXCEN-4 21+44.96 1050.00 47.67 95.25 20+97.28 21+92.57

457.13

134.04

95.28

4° 56' 30.56" (LT)

7° 18' 50.34" (RT)

5° 11' 57.39" (LT)

S 53° 44' 10.42" E

S 52° 33' 00.53" E

S 51° 29' 34.06" E

456.99 S 51° 15' 55.14" E

S 56° 12' 25.70" E

S 48° 53' 35.36" E S 54° 05' 32.76" E

S 48° 53' 35.36" E

S 56° 12' 25.70" E

AT PIH635 PGLEX GROUND

PGLPROP PWB635GP

PROP PEB635GP PGL

(CURRENTLY UNDER CONSTRUCTION)BEGIN NOISE WALL

60%

DRAFT

Prelimi

nary,

Subj

ect to C

hang

e

STA 878+94END BRIDGE

DEPTH 5.50' BRIDGE

DEPTH 5.50' BRIDGE

NOTE 1

NOTE 2

NOTE 3

0 % Meeting... · texas department of transportation fax (214) 739-0095 tel (214) 346-6200...

Documents

Transcript of 0 % Meeting... · texas department of transportation fax (214) 739-0095 tel (214) 346-6200...