PROPOSED IH 635 MAINLANES (60 MPH) Meeting... · texas department of transportation fax (214)...

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

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E

AV

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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

NOTES:

4:1 MAX

6:1 DESIRABLE

3:1 MAX

4:1 DESIRABLE

1

2

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 330'-884'

C IH635

SHSH

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

1 1

LN

AUX

LN

AUX

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'

2.0%1 1

LB

HS

4'

LN

14'

SH

8'

26'

3 3' DIAMETER BRIDGE COLUMN

EXI

ST

RO

W

EXI

ST

RO

W

EXI

ST

RO

W

EXI

ST

RO

W

12' 12'

2.5%(TYP) 2.5%(TYP)

C PIH635L

12'10'

SH LN LN LN LN

12'

SH

10'

SH

10'

LN

12'

LN

12'

LN

12'

LN

12'

LN

12'10'

SHSH

12'

LNLN

12'

LN

12'

LN

12' 0-12'

80'-92'38'38'

4' 4'

EB GEN PURPOSE LNSWB GEN PURPOSE LNS EB MAN LNSWB MAN LNS

2'

SH

10'

2'

HS

HS

CTB

LB PEB635GPLB PWB635GP

LN

12' 10'

80'-92'

0-12'

PGL

2.0%

2' 1'

11'14'

28'-39'

LNLNLNSW

6'

EXI

ST/

PR

OP

RO

W

WB FRONT RD

11

TYP

15'

LB PWB635FR

1.5%

VAR

2.0%

2'

11' 14'

1'

6'

LNLNLN SW

EXI

ST/

PR

OP

RO

W

PGL

EB FRONT RD

11

15'

TYP

B PEB635FRL

1.5%

28'-39'VAR

8'

SH SH

8'

LN

14'

LN

14' 4'4'

26' 26'

ACCESSMAN LN

ACCESSMAN LN

2'

HS

HS

2.5%

CTB

2.5%

PGLPGL

0'-8'CANTILEVERWB MAN. LN

0'-25'CANTILEVEREB MAN. LN

AUXAUX

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

EB MANAGED LANE RAMP FROM STA 813+60 TO STA 825+01

WB MANAGED LANE RAMP FROM STA 813+60 TO STA 825+01

STA 803+79 TO STA 838+76

PROPOSED IH 635

(MIRROR FOR EB)

1-LANE RAMP

PROPOSED IH 635

PROP ROW VARIES 427'-493'

STA 551+00 TO STA 812+00

EXISTING IH 635

STA 812+00 TO STA 877+00

EXISTING IH 635

WB MAIN LANES

WB MAIN LANES

EB MAIN LANES

EB MAIN LANES

WB FRONT RD

CTB PGL

LN

10'

LN

10'

LN

10'

LN

10'

LN LN

1.56% 1.56%

10'10'

33'

1' 2'1'2'

2'-24' 33'-55'

LNLN LN

11'

LN

11'

LN

11'

LN

11'

LN LN

1.56% 1.56%

11'11'

33'33' 15'

LN

10'

LN

10'

LN

10'

LN

10'

LN LN

1.56% 1.56%

10'10'

40'40' 8'

LN

10' 10'

LN

LN LN LNLN LN LN

8'-26'

LN LN LNLN LN LN LN LN

STA 20+84.10 TO STA 26+19.86

STA 12+00.00 TO STA 14+50.69

EXISTING SHILOH ROAD

STA 14+50.69 TO STA 20+84.10

EXISTING SHILOH ROAD

STA 23+75.96 TO STA 27+62.54

STA 12+13.61 TO STA 16+92.14

EXISTING NORTHWEST HIGHWAY

STA 16+92.14 TO STA 23+75.96

EXISTING NORTHWEST HIGHWAY

1'-2' 1'-2'0'-1' 0'-1'

LN

30'-33' 30'-44'

VAR

EXI

ST

RO

W

2'-30'

EXI

ST

RO

WVAR

18'-24'

LN LN

24'-55' 4'-30'

LN

24'-44'

EXI

ST

RO

WVAR

12'-45'

VAR

EXI

ST

RO

W

8'-24'

LNLNLN

33'-50' 4'-15'

LNLNLN

11' 11'

LNLN

11'

33'-55'

VAR

EXI

ST

RO

W

13'-28'

EXI

ST

RO

WVAR

8'-26'

1.56% 1.56%1.56% 1.56%1.56% 1.56%

LNLN LN LNLN

LC PSHI

PGL

6'-32' 25'-51'

SW SWLN

24'-40'

LN

11'-14' 11' 0'-14'

LNLNLN LN LNLN

LC PNWH

PGL

6'-29' 33'-61'

SW SWLN LN

11'-14'

LN

11'

LN

11' 11'

33'-61'

STA 20+84.10 TO STA 26+19.86

STA 12+00.00 TO STA 14+70.49

PROPOSED SHILOH ROAD

STA 23+75.96 TO STA 27+62.54

STA 12+13.61 TO STA 16+92.14

PROPOSED NORTHWEST HIGHWAY

0'-2' 0'-1' 0'-2'0'-1'VAR

10'-22'

EXI

ST/

PR

OP

RO

W

VAR

EXI

ST/

PR

OP

RO

W13'-33'

VAR

EXI

ST

RO

W

13'-25'

VAR

11'-22'

0'-2' 0'-2'0'-1'0'-1'

1 11 1

EXI

ST/

PR

OP

RO

W

LC PGAR

LNLN LN LN LNLN

LC PGAR

PGL

30'-72'

SWLNLN

EXI

ST

RO

WVAR

14'-70'

0'-1' 0'-1' 1'-2'

1

LN

6'-50'

11'11'-14'

62'

11'14'

LN

1'11'

LN

6'

2'

LN

11'

LN

62'

11' 14'

LN

1'11'

LN

2'

LN

11'

LN

12'

LN

12'

LN

6' 62'

11'

LN

1'11'

LN

2'24'

28'

UTURN

2.0%

11'

LN

2'

LN

40'

14'1'

11'

LN

2'

LN

12'

LN

40'

14'1'11'

LN

2'

LN

12'

LN

1

1

1

PGL

PGL

LC PSHI

PGL

LC PNWH

3 3

2'24'

28'

SWUTURN

2.0%

2'

1

3

10'

25'

5' 4'3'

10'

SW

3'4'

3'3'10'

SW

16'16'

10'

SW

3'3'

17'

25'

5'2'

24'

28'

UTURN

2.0%

2'

1

3

3

62'

11'

LN

1'11'

LN

2'24'

28'

UTURN

2.0%

11'

LN

2'

LN

1

10'

SW

4'

3

STA 14+70.49 TO STA 20+84.10

PROPOSED SHILOH ROAD

14'14'*

14'*

14'

25'

5'3'

10'

SW

3'4'

25'

5'

3

*OUTSIDE 14' LANE STRIPED OFF FOR FUTURE USE

STA 16+92.14 TO STA 23+75.96

PROPOSED NORTHWEST HIGHWAY

LN LNSW LN

30'-72'

9'-14'

VAR

14'-24'

EXI

ST/

PR

OP

RO

W

1'-2'

1

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 LNLNLN SWSW

6'

EXI

ST/

PR

OP

RO

W

EXI

ST/

PR

OP

RO

W

4' 4'

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

15'

TYPTYP

15'

HS

HS

L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL

28'-39'4'

12' 12' 12'

80'-92'

0-12'

VAR

CTB

CTBPGL

CTB

2.0%

2.5%(TYP)

PGL

11

1.5%

PGL

2.5%(TYP)

2.0%111.5%

PROP ROW VARIES 378'-545'

VAR

2'-35' 2'-20'

EB PGL CONTROLS FROM STA 606+96 TO STA 955+30

FROM STA 721+63 TO STA 765+68

WB PGL CONTROLS FROM STA 601+50 TO STA 653+34

STA 752+21 TO STA 803+79

STA 689+34 TO STA 747+31

STA 642+27 TO STA 685+34

PROPOSED IH 635

PGLPGL

STA 24+11.49 TO STA 32+26.49

STA 10+92.10 TO STA 20+13.55

EXISTING GARLAND AVENUE

STA 20+13.55 TO STA 24+11.49

EXISTING GARLAND AVENUE

STA 24+14.64 TO STA 32+26.49

STA 10+92.10 TO STA 20+17.03

PROPOSED GARLAND AVENUE

STA 20+17.03 TO STA 24+14.64

PROPOSED GARLAND AVENUE

2.0% 2.0%VARIES (2.0%) VARIES (2.0%) VARIES (2.0%) VARIES (2.0%)

VARIES (2.0%) VARIES (2.0%)



600

600

600

600

600

600

605

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605

605

605

605

605

605

610

610

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610

610

615

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615

575

580

585

585

585

590

590

590

590

595

595

595

595

595

595

595

595

595

595

595

600

600

600

600

600

600

600

600

600

600

605

605

605

610

610

615

615

620

570

570570

570

570

570

575

575

575

575

575

575

575

580

580

580

580

580

580

580

585

585

585

585

585

585

585

585

585

585

585

590

590

590

590

590

590

595

595

600

600

605

610

555

555

555

555

555

555

555

560

560

560

560

560560

560

560

560

565

565

565

565

565

570

570

570

Pool

Pool

Pile

Dirt

Pile

Dirt

T

T

T

T

T

T

T

T

T

TT

T T T

TT

TT

TTT

T

T

T

T

T

T

TT

T

T

T

TT

T

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODENO

CODE

NO CODE

NO CODENO

CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE NO

CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE NO

CODE

NO CODE

NO CODE NO

CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

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NO CODE

NO CODE

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NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODENO

CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

NO CODE

560

555

555

225

220

242

238

240

233

243

227

229

237

226

236

230

239

241

245

232

228

246

249

223

231

224

247

248

235

222

250

221

219

234

531

532

533

530

534

522

523

529

524

525

526

527528

10+0

0

15+0

0

20+0

0

25+0

0

30+0

0

10+00

15+00

20+00

25+00

30+00

35+00

10+00

15+00

20+00

25+00

10+00

15

+00

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

30+00

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

15

+00

20

+00

25

+00

30

+00

10+0

0

15+00

20+00

25+00

775+00

780+0

0

785+0

0

790+00

795+00 800+00

805+00

810+00

815+00

820+00

825+00

830+00

835+00

840+00

770+00

775+00

78

0+00

785

+00

790+00

795+00

800+00

805+00

810+00

815+00

820+00

825+00

830+00

835+00

770+00

775+00

78

0+00

785

+00

790+00

795+00

800+00

805+00

810+00

815+00

820+00

825+00

830+00

835+00

10+0

0

15+0

0

20+00

770+00

775+0

0

780+0

0

785+0

0

790+00795+00

800+00

805+00

810+00

815+00

820+00

825+00

830+00

835+00770+00

775+00

78

0+00

785

+00

790+00

795+00

800+00

805+00

810+00

815+00

820+00

825+00

830+00

835+00

10+00

EX

EC

UTIV

E

DR

MCCREE

RD

S S

HIL

OH

RD

LEO

N

RD

S

GA

RL

AN

D

AV

E (S

H 78)

(SPUR

244)

NW HI

GHW

AY

KCS RAILROAD

KCS RAILRO

AD

KC

S

RAIL

RO

AD

KC

S

RAIL

RO

AD

McCREE

SHILOH RD. NORTHWEST HWY.AVE.GARLAND

LC

SJ 2374-01-137

C

PI

H635

ST

A 769

+00

MA

TC

H

LI

NE

SH

EE

T 4

C PIH635

L

L

PWB635FR-A-38

PWB635FR-A-39

PWB635FR-A-40

PWB635FR-A-42

B PWB635FR-AL

B PRWXJUPL

PRWXJUP-1

PRWXJUP-3 PRWXJUP-4

PRWXJUP-5

PGAR-5

PGAR-4

PGAR-3

PGAR-2

PGAR-1

C PGARL

B PRWENWHL

PRWENWH-1

PRWENWH-2

PRWENWH-3

PRWXGAR-3

B PRWXGARL

B PEB635FRL

PEB635GP-19

PEB635GP-20

PEB635GP-21

B PREEJUPL

B PREXNWH

B PREEGAR

L

L

PREEGAR-5

PREXNWH-6

B PREXCENL

L

C PSHIL

PSHI-1

EX ROW

EX ROW

EX ROW

EX ROW

EX ROW

EX ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

C PSHI STA 26+19.86

END CONSTRUCTION

S SHILOH RD

C PGAR STA 10+92.10

BEGIN CONSTRUCTION

S GARLAND AVE (SH 78)

L

L

L

PSHI STA 18+00.70

PIH635 STA 812+17.59

PIH635-19

PIH635-20

PIH635-21

PIH635-22

PEB635GP-22

PEB635GP-23

PWB635GP-17

PWB635GP-18

PWB635GP-19 PWB635GP-20

PWB635GP-21

PWB635GP-22

PEB635FR-37

PEB635FR-38

PEB635FR-39

PEB635FR-40

PWB635FR-A-33

PWB635FR-A-34

PWB635FR-A-35

PWB635FR-A-36

PWB635FR-A-37

PREEJUP-1

PREEJUP-2

PREEJUP-3

PREXNWH-1

PREXNWH-2

PREXNWH-3

PREXNWH-4

PREXNWH-5

PREEGAR-2

PREEGAR-3

PREXCEN-1

PREXCEN-2

PRWXGAR-1

PRWXGAR-2

PRWXGAR-4

C PNWH STA 12+13.61

BEGIN CONSTRUCTION

NW HIGHWAY (SPUR 244)

L

C PNWH STA 27+62.54

END CONSTRUCTION

NW HIGHWAY (SPUR 244)

L

PNWH STA 20+39.60

PIH635 STA 828+38.12

(SIGNALIZED INTERSECTION)

PNWH STA 16+92.14

PEB635FR STA 823+93.47

C

SJ 2374-01-137

MA

TC

H

LI

NE

SH

EE

T 4

ST

A 769

+00

550

560

570

580

590

600

610

620

630

640

530

PR

OP

PI

H635

PG

L

EXI

ST

EL.

AT PIH635 PGLEX GROUND

PROP PIH635 PGL

540 540

550

560

570

580

590

600

610

620

630

640

530

5

N

5

LC PGAR STA 32+26.49

END CONSTRUCTION

S GARLAND AVE (SH 78)

L

CSJ 2374-02-053

C

PI

H635

ST

A 839

+00

MA

TC

H

LI

NE

SH

EE

T 6

B PWB635GP

8-8'X8' MBC

EXIST2-30" RCP

EXIST

CSJ 2374-02-053

MA

TC

H

LI

NE

SH

EE

T 6

ST

A 838

+00

780+00 785+00 790+00 795+00 800+00 805+00 810+00 815+00 820+00 825+00 830+00 835+00780+00

PR

OP

PW

B535

GP

PG

L

PR

OP

PE

B535

GP

PG

L

PROP ROW

C PIH635 STA 780+00BEGIN CSJ 2374-02-053

END CSJ 2374-01-137

L

TO BE REMOVEDEXIST DRIVEWAY

TO BE REMOVEDEXIST DRIVEWAY

EXECUTIVE

PIH635-17

PIH635-18

TAYLOR H. PERRINE 116960TAYLOR H. PERRINE 116960

MRWXSHI-1

MREESHI-1

MREESHI-3

PEB635FR-35

PEB635FR-36

USE PATHWAYPROPOSED SHARED

USE PATHWAY (BY OTHERS)CONNECT TO FUTURE SHARED

USE PATHWAY (BY OTHERS)CONNECT TO FUTURE SHARED

PRWENWH-4

PSHI-2

PREEGAR-1


PGAR STA 20+17.03

PEB635FR STA 800+94.39

PGAR STA 22+35.21

PIH635 STA 802+39.38


PGAR STA 24+14.64

PWB635FR-A STA 804+37.69

ID # SITE ADDRESS OWNER OCCUPANT

219 11800 MCCREE RD CLEAR CHANNEL OUTDOOR INC BILLBOARD

220 11801 MCCREE RD IP UTP DALLAS LLC UNITED ARTIST

221 11700 MCCREE RD CLEAR CHANNEL OUTDOOR INC BILLBOARD

222 2900 MCCREE RD TEXAS UTILITIES ELEC CO UTILITY ROW

223 2950 MCCREE RD AMERCO REAL ESTATE COMPANY LAND ONLY


226 2800 MCCREE RD AMERCO REAL ESTATE COMPANY MORGAN BLDG AND SPAS

227 99999 NO NAME ST KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR

228 12101 SELF PLAZA DR B L C INC HERBS PAINT AND BODY SHOP

229 12200 GARLAND RD TEXAS UTILITIES ELEC CO D P & L


231 12115 SELF PLAZA DR PAREL PARTNERS LTD HOME CARE MEDICAL SUPPLY

232 12235 SELF PLAZA DR DAVE CAPPS FAMILY LP LAND ONLY

233 2700 MCCREE RD AMERCO REAL ESTATE COMPANY MORGAN BUILDINGS SPAS

234 12243 SELF PLAZA DR NAGHIAN MOSTAFA VACANT

235 12253 SELF PLAZA DR NAGHIAN MOSTAFA AUTOSFELIX.COM

236 KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR

237 12215 LBJ FWY SIX SAC SELF STORAGE CORP U HAUL CENTER

238 12277 SHILOH RD ALLEE JIM OLDS CO RUSTY WALLIS HONDA

239 99999 NO NAME ST KANSAS CITY SOUTHERN RR RAILROAD CORRIDOR

240 4101 S SHILOH RD BROWN DEE INC DEE BROWN MASONARY INC

241 12200 SHILOH RD TEXAS UTILITIES ELEC CO VACANT

242 12625 LBJ FWY DALLAS AREA RAPID TRANSIT S GARLAND TRANSIT CENTER

243 12635 LBJ FWY WALLIS RUSTY FAM LP RUSTY WALLIS VOLKSWAGON

244 12715 LBJ FWYLLC

REALTY INCOME PROPERTIES 8CARMAX

245 12721 LBJ FWY GARLAND NW LLC LA QUINTA INN

246 12733 LBJ FWY LAMBERTH WM J TRUSTEE DENNY S RESTAURANT #1191

247 2135 W NORTHWEST HWY TWIN GROVE ASSOCIATES LTD STARBUCKS

248 2102 W NORTHWEST HWY SANTA ANITA INC VACANT LAND

249 2118 EASTGATE DR RACETRAC PETROLEUM INC VACANT LAND

522 12200 SHILOH RD TEXAS UTILITIES ELEC CO VACANT

523 12243 SHILOH RD ALMARK HOLDING CORP PAYNE AND SONS BODY SHOP

524 12505 E NORTHWEST HWY MBRE LLC DAILY BUFFET

525 12505 E NORTHWEST HWY MBRE LLC VACANT

526 12610 E NORTHWEST HWY G&I VII NE CROSSING LP NORTHEAST CROSSING

527 12699 E NORTHWEST HWY ENSERCH CORP ATMOS ENERGY

528 12670 E NORTHWEST HWYLLC

GARLAND HOSPITALITY GROUPEXECUTIVE INN

529 12303 SHILOH RD PAYNE WILLIAM INVEST PAYNE AND SONS BODY SHOP

530 2155 W NORTHWEST HWY ARC CAFEHLD001 LLC GRANDYS STORE #12006

531 2129 W NORTHWEST HWY MAO LP DALLAS PRO AUDIO AND TINT

532 2121 W NORTHWEST HWY L2Y2 LLC LBJ EAST SC

533 2015 W NORTHWEST HWY TOHL DAVID TR CAPITAL ONE BANK

534 2018 W NORTHWEST HWY RACETRAC PETROLEUM INC RACE TRAC

PSHI STA 18+78.08

PWB635GP STA 811+89.79

MREESHI-2

PNWH STA 19+08.26

PEB635GP STA 827+20.38

8-8'X5' MBC

PROP

4-10'X5' MBC

PROP

PROP ROW

C PNWH

3-6'X4' MBC

REMOVE EXIST

PREEGAR-4

REMOVE EXIST 3-42" RCP

TEMPORARY CONSTRUCTION EASEMENT

MBC

3-7'X4'

EXIST

REMOVE

PROP DRAINAGE EASEMENT C PSHI STA 12+00.00

BEGIN CONSTRUCTION

S SHILOH RD

EASEMENT

PROP DRAINAGE

EASEMENT

PROP DRAINAGE

SUPERELEVATION

PRWXJUP-2ROW

PROP

4-8'X4' MBC

REMOVE EXIST

EASEMENT

PROP DRAINAGE

PROP 3-8'X5' MBC

3-9'X5' MBC

PROP

1-10'X6' MBC

PROP

END PROPOSED DENIAL OF ACCESS

DENIAL OF ACCESSBEGIN PROPOSED


DENIAL OF ACCESSEND PROPOSED

(60 MPH)PROPOSED IH 635 MAINLANES












ACCESSDENIAL OF

BEGIN PROPOSED



STRIPING DELINEATIONRESTRICTED THROUGH

PARCEL 245RAMP ACCESS FROM

TYPICAL SECTIONS

BASELINEBEGIN TRANSITION END TRANSITION

STA e STA e

PIH635 (EB) (60 MPH)771+43.00 3.50% 789+35.00 -3.70%

798+28.00 -3.70% 801+59.00 -2.50%

PIH635 (WB) (60 MPH)771+43.00 3.50% 789+35.00 -3.70%

791+94.00 -3.70% 809+03.00 2.50%

PREEJUP (40 MPH)14+55.00 -2.00% 14+70.00 -2.60%

18+76.00 -2.00% 18+89.00 -2.50%

PRWXJUP (40 MPH)13+21.00 2.00% 14+30.00 -2.50%

20+22.00 -2.50% 20+43.00 -3.34%

PREXNWH (40 MPH) 14+83.00 -2.50% 14+96.00 -2.00%

PREEGAR (40 MPH)12+07.00 -2.00% 12+39.00 -3.30%

18+18.00 -3.30% 18+38.00 -2.50%

PRWXGAR (40 MPH)

18+19.00 2.00% 19+52.00 -3.50%

20+64.00 -3.50% 21+97.00 2.00%

22+65.00 2.00% 22+78.00 2.50%

PRWENWH (40 MPH)

16+81.00 2.50% 16+94.00 2.00%

22+29.00 2.00% 22+90.00 4.50%

24+82.00 4.50% 25+43.00 2.00%

MREESHI (40 MPH) 22+64.00 -2.00% 22+77.00 -2.50%

MRWXSHI (40 MPH) 22+70.00 2.00% 22+83.00 2.50%

PNWH STA 21+64.38

PWB635GP STA 829+53.18

ROLL 5

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

(40 MPH)

MREESHIMREESHI-1 24+01.01 2° 40' 45.36" (RT) 5300.00 123.94 247.84 S 52° 45' 10.15" E 247.82 22+77.06 25+24.90 S 54° 05' 32.82" E S 51° 24' 47.47" E

MREESHI-2 25+75.76 1° 32' 00.69" (LT) 3800.00 50.86 101.71 S 52° 10' 47.81" E 101.70 25+24.90 26+26.61 S 51° 24' 47.47" E S 52° 56' 48.16" E

MREESHI-3 35+31.27 1° 09' 31.85" (LT) 11955.00 120.90 241.80 S 53° 55' 40.05" E 241.79 34+10.36 36+52.16 S 53° 20' 54.12" E S 54° 30' 25.97" E

(40 MPH)

MRWXSHI MRWXSHI-1 24+36.78 3° 18' 26.83" (LT) 5300.00 153.02 305.95 S 55° 44' 46.24" E 305.91 22+83.76 25+89.71 S 54° 05' 32.82" E S 57° 23' 59.66" E

MRWXSHI-2 28+11.88 6° 41' 31.97" (RT) 3800.00 222.17 443.84 S 54° 03' 13.67" E 443.59 25+89.71 30+33.55 S 57° 23' 59.66" E S 50° 42' 27.69" E

(40 MPH)

PEB635FR

PEB635FR-35 763+38.64 32° 55' 56.94" (LT) 4570.00 1350.77 2,626.75 S 61° 51' 49.99" E 2590.74 749+87.88 776+14.62 S 45° 23' 51.52" E S 78° 19' 48.46" E

PEB635FR-36 790+48.53 24° 14' 15.64" (RT) 2600.00 558.29 1,099.87 S 66° 12' 40.64" E 1091.69 784+90.24 795+90.11 S 78° 19' 48.46" E S 54° 05' 32.82" E

PEB635FR-37 810+24.79 4° 03' 08.16" (RT) 2000.00 70.75 141.45 S 52° 03' 58.74" E 141.42 809+54.04 810+95.49 S 54° 05' 32.82" E S 50° 02' 24.66" E

PEB635FR-38 811+66.24 4° 03' 08.16" (LT) 2000.00 70.75 141.45 S 52° 03' 58.74" E 141.42 810+95.49 812+36.94 S 50° 02' 24.66" E S 54° 05' 32.82" E

PEB635FR-39 818+19.19 4° 03' 08.16" (LT) 2000.00 70.75 141.45 S 56° 07' 06.91" E 141.42 817+48.43 818+89.88 S 54° 05' 32.82" E S 58° 08' 40.99" E

PEB635FR-40 819+60.64 4° 03' 08.16" (RT) 2000.00 70.75 141.45 S 56° 07' 06.91" E 141.42 818+89.88 820+31.34 S 58° 08' 40.99" E S 54° 05' 32.82" E

(60 MPH)

PEB635GP

PEB635GP-19 765+30.60 34° 46' 36.36" (LT) 4252.00 1331.55 2,580.83 S 62° 28' 56.53" E 2541.40 751+99.05 777+79.88 S 45° 05' 38.35" E S 79° 52' 14.71" E

PEB635GP-20 790+82.61 24° 18' 29.05" (RT) 3748.00 807.20 1,590.11 S 67° 43' 00.19" E 1578.21 782+75.41 798+65.53 S 79° 52' 14.71" E S 55° 33' 45.66" E

PEB635GP-21 808+78.17 4° 52' 59.97" (RT) 12000.00 511.69 1,022.76 S 53° 07' 15.68" E 1022.45 803+66.48 813+89.24 S 55° 33' 45.66" E S 50° 40' 45.69" E

PEB635GP-22 817+46.77 3° 24' 47.13" (LT) 12000.00 357.52 714.84 S 52° 23' 09.26" E 714.73 813+89.24 821+04.08 S 50° 40' 45.69" E S 54° 05' 32.82" E

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

(40 MPH)

PGAR

PGAR-1 11+90.52 2° 37' 43.15" (LT) 2000.00 45.89 91.76 N 28° 59' 05.71" E 91.75 11+44.64 12+36.39 N 30° 17' 57.29" E N 27° 40' 14.14" E

PGAR-2 15+76.38 10° 47' 09.61" (LT) 1500.00 141.61 282.38 N 22° 16' 39.33" E 281.96 14+34.77 17+17.15 N 27° 40' 14.14" E N 16° 53' 04.53" E

PGAR-3 18+93.07 13° 22' 42.65" (RT) 1500.00 175.92 350.25 N 23° 34' 25.85" E 349.45 17+17.15 20+67.40 N 16° 53' 04.53" E N 30° 15' 47.17" E

PGAR-4 25+77.32 13° 51' 37.87" (RT) 1500.00 182.32 362.87 N 37° 11' 36.11" E 361.98 23+95.00 27+57.87 N 30° 15' 47.17" E N 44° 07' 25.04" E

PGAR-5 29+32.03 13° 14' 44.56" (LT) 1500.00 174.16 346.77 N 37° 30' 02.77" E 346.00 27+57.87 31+04.64 N 44° 07' 25.04" E N 30° 52' 40.49" E

(60 MPH)

PIH635

PIH635-17 765+35.97 34° 46' 36.36" (LT) 4200.00 1315.27 2,549.27 S 62° 28' 56.53" E 2510.32 752+20.71 777+69.98 S 45° 05' 38.35" E S 79° 52' 14.71" E

PIH635-18 790+83.91 24° 18' 29.05" (RT) 3800.00 818.40 1,612.17 S 67° 43' 00.19" E 1600.11 782+65.51 798+77.68 S 79° 52' 14.71" E S 55° 33' 45.66" E

PIH635-19 807+50.22 3° 31' 55.03" (RT) 12052.00 371.59 742.94 S 53° 47' 48.15" E 742.82 803+78.64 811+21.57 S 55° 33' 45.66" E S 52° 01' 50.63" E

PIH635-20 813+37.50 2° 03' 42.19" (LT) 12000.00 215.93 431.81 S 53° 03' 41.73" E 431.78 811+21.57 815+53.38 S 52° 01' 50.63" E S 54° 05' 32.82" E

PIH635-21 833+57.43 1° 55' 07.23" (RT) 12000.00 200.94 401.85 S 53° 07' 59.21" E 401.83 831+56.49 835+58.33 S 54° 05' 32.82" E S 52° 10' 25.59" 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

(40 MPH)

PREEGAR

PREEGAR-1 9+90.86 7° 55' 03.24" (LT) 1050.00 72.66 145.10 S 58° 03' 04.44" E 144.98 9+18.20 10+63.30 S 54° 05' 32.82" E S 62° 00' 36.06" E

PREEGAR-2 14+51.05 10° 59' 38.76" (RT) 2270.00 218.46 435.57 S 56° 30' 46.68" E 434.91 12+32.59 16+68.17 S 62° 00' 36.06" E S 51° 00' 57.30" E



PREEGAR-5 26+94.68 3° 18' 59.28" (RT) 3800.00 110.01 219.96 S 55° 45' 02.46" E 219.93 25+84.68 28+04.63 S 57° 24' 32.10" E S 54° 05' 32.82" E

(40 MPH)

PREEJUP

PREEJUP-1 10+84.21 9° 10' 14.89" (LT) 1050.00 84.21 168.06 S 82° 54' 55.91" E 167.88 10+00.00 11+68.06 S 78° 19' 48.46" E S 87° 30' 03.35" E

PREEJUP-2 12+31.05 6° 51' 57.26" (RT) 1050.00 62.99 125.82 S 84° 04' 04.72" E 125.75 11+68.06 12+93.89 S 87° 30' 03.35" E S 80° 38' 06.09" E



(40 MPH)

PREXCEN

PREXNWH-1 11+58.13 4° 45' 56.39" (RT) 3800.00 158.13 316.07 S 53° 10' 47.46" E 315.98 10+00.00 13+16.07 S 55° 33' 45.66" E S 50° 47' 49.27" E

PREXNWH-2 13+99.25 1° 47' 53.78" (LT) 5300.00 83.18 166.34 S 51° 41' 46.16" E 166.34 13+16.07 14+82.42 S 50° 47' 49.27" E S 52° 35' 43.05" E





PRWENWH-1 11+57.23 4° 44' 19.67" (LT) 3800.00 157.23 314.29 S 56° 15' 58.62" E 314.20 10+00.00 13+14.29 S 53° 53' 48.78" E S 58° 38' 08.45" E

PRWENWH-2 14+97.51 3° 57' 35.56" (RT) 5300.00 183.22 366.30 S 56° 39' 20.67" E 366.23 13+14.29 16+80.59 S 58° 38' 08.45" E S 54° 40' 32.90" E

PRWENWH-3 23+86.55 8° 15' 45.78" (LT) 1500.00 108.35 216.32 S 58° 48' 25.79" E 216.13 22+78.20 24+94.52 S 54° 40' 32.90" E S 62° 56' 18.68" E

PRWENWH-4 26+54.97 9° 13' 29.42" (RT) 1050.00 84.71 169.05 S 58° 19' 33.97" E 168.87 25+70.26 27+39.32 S 62° 56' 18.68" E S 53° 42' 49.26" E

PRWXGAR-1 10+84.61 9° 12' 51.84" (RT) 1050.00 84.61 168.86 S 56° 28' 48.44" E 168.68 10+00.00 11+68.86 S 61° 05' 14.37" E S 51° 52' 22.52" E

PRWXGAR-2 11+89.20 2° 13' 10.30" (LT) 1050.00 20.34 40.67 S 52° 58' 57.67" E 40.67 11+68.86 12+09.54 S 51° 52' 22.52" E S 54° 05' 32.82" E

PRWXGAR-3 20+08.10 4° 44' 23.04" (RT) 2000.00 82.77 165.45 S 51° 43' 21.30" E 165.40 19+25.33 20+90.77 S 54° 05' 32.82" E S 49° 21' 09.78" E

PRWXGAR-4 27+23.73 1° 51' 37.70" (LT) 3800.00 61.70 123.39 S 50° 16' 58.63" E 123.39 26+62.03 27+85.42 S 49° 21' 09.78" E S 51° 12' 47.48" E

(40 MPH)

PRWXJUP

PRWXJUP-1 10+78.65 8° 34' 01.98" (RT) 1050.00 78.65 157.00 S 75° 57' 41.57" E 156.86 10+00.00 11+57.00 S 80° 14' 42.56" E S 71° 40' 40.58" E

PRWXJUP-2 11+89.53 3° 32' 56.32" (LT) 1050.00 32.53 65.04 S 73° 27' 08.74" E 65.03 11+57.00 12+22.04 S 71° 40' 40.58" E S 75° 13' 36.90" E



PRWXJUP-5 24+60.25 2° 31' 44.01" (LT) 3800.00 83.87 167.72 S 56° 30' 35.72" E 167.71 23+76.37 25+44.10 S 55° 14' 43.71" E S 57° 46' 27.72" E

PSHI-1 22+85.43 6° 01' 52.39" (LT) 4000.00 210.72 421.06 N 0° 54' 39.89" W 420.86 20+74.70 24+95.76 N 2° 06' 16.30" E N 3° 55' 36.08" W

PSHI-2 26+07.51 2° 58' 38.48" (RT) 1000.00 25.99 51.96 N 2° 26' 16.84" W 51.96 25+81.52 26+33.49 N 3° 55' 36.08" W N 0° 56' 57.60" W

PSHI-2-1 14+17.65 52° 41' 18.99" (LT) 150.00 74.28 137.94 S 62° 46' 23.67" W 133.13 13+43.37 14+81.31 S 89° 07' 03.17" W S 36° 25' 44.18" W

(40 MPH)

PWB635FR-A

PWB635FR-A-33 764+92.97 29° 23' 05.25" (LT) 3100.00 812.83 1,589.87 S 57° 43' 59.39" E 1572.50 756+80.14 772+70.01 S 43° 02' 26.76" E S 72° 25' 32.01" E

PWB635FR-A-34 777+31.69 10° 52' 28.96" (LT) 2000.00 190.37 379.60 S 77° 51' 46.49" E 379.03 775+41.32 779+20.92 S 72° 25' 32.01" E S 83° 18' 00.97" E

PWB635FR-A-35 791+32.40 28° 02' 15.07" (RT) 3850.00 961.25 1,883.99 S 69° 16' 53.44" E 1865.24 781+71.15 800+55.14 S 83° 18' 00.97" E S 55° 15' 45.90" E

PWB635FR-A-36 808+29.97 1° 40' 07.96" (RT) 12126.00 176.61 353.20 S 54° 25' 41.92" E 353.19 806+53.35 810+06.55 S 55° 15' 45.90" E S 53° 35' 37.94" E

PWB635FR-A-37 810+37.17 0° 17' 43.70" (LT) 11874.00 30.62 61.23 S 53° 44' 29.79" E 61.23 810+06.55 810+67.79 S 53° 35' 37.94" E S 53° 53' 21.64" E

PWB635FR-A-38 813+39.71 8° 17' 57.05" (LT) 3748.00 271.92 542.89 S 58° 02' 20.17" E 542.42 810+67.79 816+10.68 S 53° 53' 21.64" E S 62° 11' 18.69" E

PWB635FR-A-39 816+81.45 8° 05' 45.87" (RT) 1000.00 70.77 141.30 S 58° 08' 25.76" E 141.19 816+10.68 817+51.98 S 62° 11' 18.69" E S 54° 05' 32.82" E

PWB635FR-A-40 828+78.74 4° 49' 43.92" (RT) 2000.00 84.33 168.56 S 51° 40' 40.87" E 168.51 827+94.41 829+62.97 S 54° 05' 32.82" E S 49° 15' 48.91" E

PWB635FR-A-41 834+31.96 3° 38' 12.39" (LT) 1430.00 45.40 90.77 S 51° 04' 55.10" E 90.75 833+86.56 834+77.33 S 49° 15' 48.91" E S 52° 54' 01.30" E

PWB635FR-A-42 840+82.04 1° 09' 54.23" (LT) 2800.00 28.47 56.94 S 53° 28' 58.41" E 56.93 840+53.58 841+10.51 S 52° 54' 01.30" E S 54° 03' 55.53" E

(60 MPH)

PWB635GP

PWB635GP-17 771+52.81 16° 57' 10.62" (LT) 4148.00 618.18 1,227.33 S 71° 23' 39.40" E 1222.86 765+34.63 777+61.96 S 62° 55' 04.09" E S 79° 52' 14.71" E

PWB635GP-18 790+87.08 24° 18' 29.05" (RT) 3852.00 829.60 1,634.23 S 67° 43' 00.19" E 1622.00 782+57.49 798+91.72 S 79° 52' 14.71" E S 55° 33' 45.66" E

PWB635GP-19 805+98.87 1° 58' 07.72" (RT) 12000.00 206.19 412.35 S 54° 34' 41.80" E 412.33 803+92.68 808+05.02 S 55° 33' 45.66" E S 53° 35' 37.94" E

PWB635GP-20 809+23.90 1° 08' 06.54" (LT) 12000.00 118.88 237.75 S 54° 09' 41.21" E 237.74 808+05.02 810+42.77 S 53° 35' 37.94" E S 54° 43' 44.48" E

PWB635GP-21 828+15.37 4° 07' 32.14" (RT) 12000.00 432.22 864.06 S 52° 39' 58.41" E 863.88 823+83.15 832+47.21 S 54° 43' 44.48" E S 50° 36' 12.34" E

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

PSHI-2-1

PREEJUP-4

(40 MPH)

PREXNWH

(40 MPH)

PRWENWH

(40 MPH)

PRWXGAR

(40 MPH)

PSHI

(30 MPH)

PSHI-2


PSHI STA 15+31.90

PEB635FR STA 811+99.85

PWB635FR-A-41

MRWXSHI-2


PSHI STA 20+34.83

PWB635FR-A STA 813+03.13

PGLPROP PEB635GP

PROP PWB635GP PGL

KCS R.R.

KCS R.R.

SAMUELL GARLAND PARK

TO BE REMOVED

1-6'X2' MBC

EXIST

L LC/B

SUPERELEVATION SIGN CONVENTION

(-)

(-)(+)

(+)


PNWH STA 23+75.96

PWB635FR STA 833+26.18

PSHI STA 17+35.13

PEB635GP STA 812+40.65

PREXCEN-1 10+93.77 2° 49' 37.6849" (RT) 3800.00 93.77 187.50 S 52° 40' 43.98" E 187.48 10+00.00 11+87.50 S 54° 05' 32.82" E S 51° 15' 55.14" E

PREXCEN-2 14+16.21 4° 56' 30.5581" (LT) 5300.00 228.71 457.13 S 53° 44' 10.42" E 456.99 11+87.50 16+44.63 S 51° 15' 55.14" E S 56° 12' 25.70" E

PROP DRAINAGE EASEMENT

CONNECTIONREMOVE MCCREE RD

RAILROAD CROSSINGREMOVE AT-GRADE

CUL-DE-SAC

PROP MCCREE RD

EASEMENT

CONSTRUCTION

PROP TEMPORARY

CHANNELRE-GRADE DRAINAGE

60%

DRAFT

Prelimi

nary,

Subj

ect to C

hang

e

622.9

624.2

624.8

625.5

626.2

618.5

606.5

613.7

625.5

624.2

623.1

621.6

619.5

616.5

613.3

610.4

607.2

604.3

602.2

601.1

600.8

601.4

603.2

605.8

608.6

611.5

613.8

615.7

610.5

612.3

614.2

616.8

615.8

614.0

611.7

608.9

606.1

581.5

596.4

597.0

594.0

591.1

588.1

585.1

582.6

581.1

580.5

580.7

581.8

583.2

584.5

585.1

584.9

564.7

564.8

581.6

579.0

575.9

573.0

570.1

567.0

564.1

561.7

602.68

615.92

613.71

611.51

609.30

607.10

604.89

600.48

598.27

596.07

593.86

591.99

590.77

590.21

590.32

591.08

592.17

593.09

593.42

593.15

592.27

590.79

588.70

586.03

583.18

580.33

577.49

574.64

571.79

568.95

SHIFT PIH635 PGL 52' RT TO PEB635GP PGL

B PEB635GP STA 803+66.48, EL. 622.59'

BEGIN PEB635GP PGL

L

(+)1.09%

VPI STA = 820+50.00

EL = 588.35

(-)2.21%

ex = 2.06'

L = 500.00

K = 152

L = 650.00

K = 165

ex = -3.20'

VP

C

ST

A 824

+25.00

EL

=592.44

VP

T

ST

A 823

+00.00

EL

=591.08

VP

C

ST

A 818

+00.00

EL

=593.86

EL = 595.99

VPI STA = 827+50.00

(+)1.09% (-)2.85%

SHIFT PIH635 PGL 52' LT TO PWB635GP PGL

B PWB635GP STA 803+92.68, EL. 624.20'

BEGIN PWB635GP PGL

L

559.7

566.10

L

627.49

624.49

625.99

628.99

630.49

631.67

632.24

632.17

631.48

630.19

628.23

625.62

622.65

619.75

617.46

615.89

615.03

614.90

615.48

616.46

617.43

618.41

619.39

620.37

621.34

622.32

623.30

623.89

L = 400.00

K = 160

ex = -1.25'

EL = 633.48

VPI STA = 782+00.00

(+)1.50% (-)1.00%

VP

C

ST

A 784

+05.00

EL

=631.43

VP

T

ST

A 787

+05.00

EL

=625.48

L = 300.00

K = 152

ex = -0.74'

VP

T

ST

A 784

+00.00

EL

=631.49

EL = 629.93

VPI STA = 785+55.00

(-)1.00% (-)2.97%

L = 550.00

K = 139

ex = 2.72'

VPI STA = 791+30.00

EL = 612.84

(-)2.97% (+)0.98%

L = 187.25

K = 151

ex = -0.29'

EL = 624.13

VPI STA = 802+85.00

(+)0.98% (-)0.26%

VP

C

ST

A 801

+91.37

EL

=623.21

VP

T

ST

A 803

+78.63

EL

=623.89

STA 779+01

BEGIN BRIDGE

STA 799+55

BEGIN BRIDGE

L

LC PGAR STA 22+35.21, EL=563.48'

C PIH635 STA 802+39.38 =

PROP GARLAND AVE

L

EL ~590'

C EXIST RR

L

LC PSHI STA 18+00.70, EL=559.09'

C PIH635 STA 812+17.59 =

PROP SHILOH RD

L

L

C PNWH STA 20+39.60, EL=563.61'

C PIH635 STA 828+38.12 =

PROP NORTHWEST HWY

STA 805+20END BRIDGE

STA 824+22BEGIN BRIDGE



17'7"

MI

N.

CL

R.

592.86

593.99

594.94

595.30

595.03

594.15

592.64

590.51

587.79

584.88

581.98

579.08

576.17

573.27

VPI STA = 828+50.00

EL = 597.95

(+)1.13% (-)2.90%

L = 650.00

K = 161

ex = -3.28'



570.37

SHIFT PIH635 PGL 52' LT TO PWB635GP PGL

C PIH635 STA 803+78.63, EL. 623.89'

END PIH635 PGL

5.50' BRIDGE DEPTH

EL

=615.53

VP

T

ST

A 794

+05.00

EL

=621.02

VP

C

ST

A 788

+55.00

5.50' BRIDGE DEPTH

STA 782+52

END BRIDGEEL=630.49

VPC STA 780+00.00

EL. ~599.00

C EXIST RRL

3:1

3:1

3:1

PATH (BY OTHERS)

FUTURE SHARED USE

615.49

616.99

618.49

619.99

621.49

622.99

3:1

VP

C

ST

A 803

+66.48

EL

=622.59

(-)0.26% (-)2.21%

VP

T

ST

A 806

+63.52

EL

=618.93

L = 297.04

K = 153

ex = -0.72'

EL = 622.20

VPI STA = 805+15.00

622.47

621.66

620.20

618.12

VPI STA = 805+50.00

EL = 623.79

(-)0.26% (-)2.33%

ex = -0.81'

L = 314.64

K = 152

(-)2.33%

VPI STA = 820+50.00

EL = 588.90

(+)1.13%

ex = 2.16'

L = 500.00

K = 145

VP

C

ST

A 818

+00.00

EL

=594.71

VP

T

ST

A 823

+00.00

EL

=591.72

591.72

590.94

590.85

591.44

624.18

623.54

622.25

620.30

617.98

615.65

613.32

611.00

608.67

606.34

604.02

601.69

599.37

597.04

594.71

592.73

VP

T

ST

A 807

+07.32

EL

=620.13

VP

C

ST

A 803

+92.68

EL

=624.20

DEPTH 5.50' BRIDGE

2:1

2:1

DEPTH 5.50' BRIDGE



3:1

3:1



3:1

3:1

3:1

3:1

3:1

3:1 E

L=586.74

VP

T

ST

A 830

+75.00

EL

=588.51

VP

T

ST

A 831

+75.00

EL

=594.27

VP

C

ST

A 825

+25.00

HW100 = 556.09

FL=548.30'

PROP 8-8'x5' MBC

PIH635 STA 837+23.18

MI

N.

CL

R.

26'9"

770+00 775+00 780+00

613.8

615.3

616.8

618.4

619.8

621.5

622.9

624.2

624.8

625.5

626.2

618.5

613.99

DEPTH 5.50' BRIDGE

DEPTH 5.50' BRIDGE

DEPTH 5.50' BRIDGE

PROPOSED IH 635 MAINLANES (60 MPH) Meeting... · texas department of transportation fax (214)...

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Transcript of PROPOSED IH 635 MAINLANES (60 MPH) Meeting... · texas department of transportation fax (214)...