proposed ih 635 managed and general … 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

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:

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) 2.5%(TYP)

SH

10'

LN

12'

LN

12'

LN

12'

LN

12'

LN

12'10'

SHSH

10'12'

LNLN

12'

LN

12'

LN

12'

LN

12'

EB GEN PURPOSE LNSWB GEN PURPOSE LNS

SH

10'

80' 80'

2.0%

2'1'

11' 14'

LN LN LN SW

6'

EB FRONT RD TYP

15'

1

EXI

ST

RO

W

2.0%

2' 1'

11'14'

LNLNLNSW

6'

WB FRONT RDTYP

15'

1

EXI

ST

RO

W

VAR VAR

2.5%(TYP)

LN SH

SH

10'

LN

12'

LN

12'

LN

12'

LN

12'

LN

12'10'

SH

EB GEN PURPOSE LNS

HS

12.5%(TYP)

SH

10'12'

LNLN LN

12'

LN

12'

LN

12'

LN

12'

SH

10'0-12'

2.0%

2' 1'

11'14'

28'-39' 80'-92'

LNLNLNSW

6'

WB GEN PURPOSE LNSWB FRONT RDTYP

15' VAR

11 2.0%

2'

11' 14'

1'

6'

LNLNLN SW

EB FRONT RD VAR

1

VAR

27'

12'

15'-35'

C PIH635L

C PIH635L

4'

2.5%(TYP)

LN SH SH

10'

LN

12'

LN

12'

LN

12'

LN

12'

LN

10'

SH

EB GEN PURPOSE LNS

HS

2.5%(TYP)

SH

10'12'

LNLN LN LN

12'

LN

12'

LN

12'

SH

10'

WB GEN PURPOSE LNS

26'

12' 14'

LN

4'

HS

8'

SH

EB RAMP

26'

PGL

2.0%

HS

4'

LN

14'

SH

8'

WB RAMP

26'

PGL

2.0%1

C PIH635L

4' 0-12'0-12'0-12'

68'-80'68'-92' 26'

HS

4'

LN

12'

SH

6' VAR

PGL

PGLPGL

PGL

LNSHHS

4'

28'

8' 14'

ACCESSMAN LN

1'1'

LN SHHS

4'

28'

8'14'

ACCESSMAN LN

1'1'

CTBCTB

CTBCTB CTBCTB

CTB CTB

2.0%

2'1'

11' 14'

28'-39'

LN LN LN SW

6'

EB FRONT RD TYP

15'

1

EXI

ST

RO

W

PGL

LB PWB635GP

LB PWB635GP

LB PWB635GP

LB PEB635GP

LB PEB635GP

LB PEB635GP

LB PWB635FR

LB PWB635FR

B PWB635FRL B PEB635FRL

B PEB635FRL

B PEB635FRL

LB MRWE30DC LB MREX30DC

LB MREX30DCLB MRWE30DC

1.5%

1.5%

1.5%

1.5%

1.5%

28'-39'

2.0% TYP 2.0% TYP

11 1 1

11

PGL

PGL

C PIH635L

12'

LN

12'

LN

12'

LN

12'

LN SH

10'

SH

10'

WB GEN PURPOSE LNS

68'

LN

12'

LN

12'

LN

12'

LN

12'

LN SH

10'

SH

10'

EB GEN PURPOSE LNS

68'-80'

0-12'12'

LN

12'

LN

12'

LNSH

4'

HS

2'

11'14'

1'

6'

LN LNSW

FRONT RDWB

VAR

2.0%

2'

11' 14'

1'

6'

LNLN SW

PGL

1

FRONT RDEB

28'

TYP

15'

TO IH 30ACCESS RAMP

HS

4'12'

LN

12'

LN

12'

LN SH

48'VAR 6' 4'

FROM IH 30ACCESS RAMP

PGLPGLPGL

EXI

ST/

PR

OP

RO

W

EXI

ST

RO

W

LB PEB635GPLB PWB635GPB PWB635FRL B PEB635FRLLB MREX30DCLB MRWE30DC

2.5%(TYP)2.5%(TYP)2.0%2.0%

1.5%11

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

L

CTB

2.08% 2.08%

EX ROW VARIES 444'-639'

C IH635

SH

19'

1

SH

10'

LN

11'

SH

8'

1

SH

10'

73' EX PAVEMENT73' EX PAVEMENT

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

LN

11'

L

CTB

2.08% 2.08%

EX ROW VARIES 393'-602'

C IH635

SH

19'

LN

11'

SH

8'

SH

10'

SH

10'

LN

AUX

LN

AUX

LN

AUX

11

73'-84' EX PAVEMENT73'-84' EX PAVEMENT

NOTES:

4:1 MAX

6:1 DESIRABLE

3:1 MAX

4:1 DESIRABLE

1

2

3

EXI

ST

RO

W

EXI

ST

RO

W

EXI

ST

RO

W

EXI

ST

RO

W

1'

12'12'10'

SH LN LN

4'

HS

1'

12'12'

LN LN

10'

SH

VAR VAR40'40'

EB MAN LNSWB MAN LNS

1' 1'

80'

27'

HS

4'12'

LNSH

LNEB MAN

LNWB MAN

CTBPGL

EXI

ST/

PR

OP

RO

W

EXI

ST/

PR

OP

RO

W

11

VAR VAR

10' 10'

1'1'

10' 10'

LNEB MAN

LNWB MAN

6'-30'

8'

LN

28'-39'

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

2.0%

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' 1'

11'14'

38'38'

6'

LNLN LNLNLN SWSW

6'

PGL

4' 4'

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

11

CTB

15'

TYPTYP

15'

HS

HS

L LB PWB635GP B PEB635GPLB PWB635FR B PEB635FRL

1.5%

12' 12' 12'

VARVAR 80' 80'

PGL PGL

EXI

ST

RO

W

EXI

ST

RO

W

28'

WB FR RD

PGL

2.0%111.5%

4'-8'2'-15' 2'-39'

11'

HS

4'

5'-6'

4'-5'

4'-8'2'-4' 2'-4'

2.0%

2' 1'

11'14'

28'-39'

LNLNLNSW

6'

WB FRONT RDTYP

15' VAR

11

PGL

1.5%

CTB

PGL

PGL

PGL

PGL

PGL

PGL

VAR

EXI

ST/

PR

OP

RO

W

4'-41' 48'

8'

2.0% 11

PGL

1.5%

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 STA 875+35 TO STA 929+93

WB STA 875+35 TO STA 924+85

PROPOSED IH 635



STA 942+98 TO STA 963+68

PROPOSED IH 635



EB STA 963+68 TO STA 980+39

WB STA 963+68 TO STA 983+94

PROPOSED IH 635



EB STA 929+93 TO STA 937+06

WB STA 924+85 TO STA 937+06

PROPOSED IH 635



STA 937+06 TO STA 942+98

PROPOSED IH 635

EB STA 980+39 TO STA 1004+00

WB STA 983+94 TO STA 1004+00

PROPOSED IH 635

PROP ROW VARIES 366'-459'






STA 971+00 TO STA 984+00

EXISTING IH 635

STA 984+00 TO STA 1016+00

EXISTING IH 635

WB MAIN LANESWB MAIN LANES EB MAIN LANESEB MAIN LANES

COLUMN

3' DIAMETER BRIDGE

28'-39'28'-39'

39'

51'

11'14'

LN

2.0%

1'

2.0%

11'

LN

6'

2'

LN

12'

LN

51'

11' 14'

LN

1'11'

LN

2'

LN

12'

LN

2'24'

29'

UTURN

2.0%

2'

SW

1'

12' 13'

PGL

LC POAT

10' 10'

SW

2'

14'2'

LN

13'

10'

SW

2'

SW

6'

1'

LN LN SW

24'-43'

6'

VAR

LN

VAR

EXI

ST

RO

W

9'-30'

BRIDGE STRUCTURE NOT SHOWN

STA 14+75.77 TO STA 20+28.80

PROPOSED OATES DRIVE

LNLNLN LNLN

LC PGAL

PGL

6'-17' 33'-50'

SW SWLNLN

11' 11'-14'

LN

11'11'11'

33'-50'

11'

STA 22+47.20 TO STA 28+14.95

STA 10+96.20 TO STA 14+74.69

PROPOSED GALLOWAY AVENUE

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

EXI

ST/

PR

OP

RO

W

VAR

10'-25'

VAR

10'-29'

EXI

ST/

PR

OP

RO

W

1 1

LNLN

PGL

33'-50'

SWLN

11' 11'-14'

LN

11'

0'-2'0'-1'

EXI

ST/

PR

OP

RO

W

VAR

10'-52'

1

51'

11' 14'

LN

2.0%

1'

2.0%

11'

LN

6'

2'

LN

12'

LN

51'

11'

LN

1'11'

LN

12'

LN

2'24'

29'

UTURN

2.0%

2'

SW

1'

12'

PGL

LC PGAL

10'

BRIDGE STRUCTURE NOT SHOWN

STA 14+74.69 TO STA 22+47.20

PROPOSED GALLOWAY AVENUE

40'

11'14'

LN

2.0%

1'

2.0%

8'

2'

LN

12'

LN

40'

11' 14'

LN

1' 2'

LN

12'

LN

PGL

LC PLPD

2.0%

2'24'

28'

UTURN

2'

25'

10'

SW

5'3'

4'2'

24'

28'

SWUTURN

2.0%

2'

1

3

12'

27'

5'3'

4'

3

1

LN

11'

LN

11'

LN SW

11'

LN

33'-43'

LN

11'

LN

11'

LN

11'

LN

33'-43'

6'

SW

6'

LN

11'

LN

11'

LN

24'-35'

11'

LN

11'

LN LN

24'-35' 4'

SW

6'

1.56% 1.56%

1'1' 1' 1'1'

LN

11'

LN LN

11'

LN

11'

LN LN

1.56% 1.56%

10'10'

33'

1'1'

33'-44'4'-15'

LN

11'

LN

11'

LN SW

11'

LN

33'-44'

LN

11'

LN

11'

LN

11'

LN

33'-44'

6'

4'

SW

6'

1.56% 1.56%

STA 24+98.16 TO STA 28+42.63

STA 11+02.14 TO STA 20+43.19

EXISTING LA PRADA DRIVE

STA 20+43.19 TO STA 24+98.16

EXISTING LA PRADA DRIVE

LN LN LNLN LN LN LN

0'-1'0'-10'

VARVAR

23'-33'23'-34'

12'

15'-34'

VAR

EXI

ST

RO

W

10'-27'

EXI

ST

RO

WVAR

10'-20'

LNLN LN LN

24'-43'

SW

6'

STA 20+28.80 TO STA 23+90.67

STA 11+00.00 TO STA 14+75.77

EXISTING OATES DRIVE

STA 14+75.77 TO STA 20+28.80

EXISTING OATES DRIVE

STA 20+43.19 TO STA 24+98.16

PROPOSED LA PRADA DRIVE

VAR VAR

4'-16'

VAR

EXI

ST

RO

W

10'-60'

VAR

8'-64'

EXI

ST

RO

W

1' 1'

STA 22+47.20 TO STA 28+14.95

STA 10+96.20 TO STA 14+74.69

EXISTING GALLOWAY AVENUE

VAR

LN

4'-15'

VAR

EXI

ST

RO

W

10'-38'

STA 14+74.69 TO STA 22+47.20

EXISTING GALLOWAY AVENUE

LNLNLN

LC POAT

6'-17'

SW LN

11'11'

33'-50'

0'-14' 11'

0'-1'0'-2'

EXI

ST/

PR

OP

RO

W

VAR

10'-47'

1

LN LN

PGL

6'-29'

SWLN

23'-50'

LN

11'

0'-2'0'-1'

11'-14'

EXI

ST/

PR

OP

RO

W

TYP

15'

1

STA 20+28.80 TO STA 23+90.67

STA 11+00.00 TO STA 14+75.77

PROPOSED OATES DRIVE

LNLNLN

LC PLPD

SW LN

11'

23'-50'

0'-2' 0'-1'

11'-14'

EXI

ST/

PR

OP

RO

W

TYP

15'

STA 24+98.16 TO STA 28+42.63

STA 11+02.14 TO STA 20+43.19

PROPOSED LA PRADA DRIVE

1

11'-14'

GORESTRP

VAR (2.0%) VAR (2.0%)

VAR (2.0%) VAR (2.0%)

VAR (2.0%) VAR (2.0%)

480

480

485

485

485

490

490

490

495

495

495

495

495

495

495

500

500

500

500

500

500

500

500

500

500

500

505

505

505

505

505

505

505

505

505

505

505

505

505

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

510

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

515

520

520

520

520

520

520

520

520

520

520

520

520

520

520

520

525

525

525

525

525

525

525

525

525

530

530

530

530

530

530

530

530

535

535

535

535

535

535

540

540

510

510

515

515

515

520

520

520

525

525

525

525

525

530

530

530

530

535

535

535

535

535

540

540

540

540

540

545

545

545

545

550

550

550

555

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

Pool

T

T

T

T

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

T

T

T

T

T

T

T

T

T

T

T

T

s

s

s

s

s

ss

s

ss

s

T

T

T

T

T T

T

T

T

TTT

T

T

T

T

T

T

T

T

T

TT

TT

T

T

T

T

T

T

T

TT

T

T

T

T

T

T

TT

T

T

T

T

T

T

T

T

T

T

T T

T

T

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE N

O

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DENO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

NO

CO

DE

273

404

390

397

323

333

387

344

291

394

335

386

334

331

399

401

321

393

337

392395

330

327

308

317

338

364

388

336

332

315

340

329

347

318

328

309

307

316

325

343

326

345

322

324

320

305

311

314

319

313

300

301

302

303

304

310

299

353

349

306

312

350352355

342341

541

542

543

544

10

+00

15

+00

20

+00

25

+00

10+0

0

15+0

0

10+0

0

15+0

0

20+0

0

25+0

0

10+0

0

15+0

0

10+00

15+00

20+00

10+0

0

15+0

0

20+0

0

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

915+0

0

920+0

0

925+0

0

930+0

0

935+00

940+00

945+00950+00

955+00

960+00

965+00

970+00

975+00

980+00

985+00

990+00

995+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00

50+00

55+00

60+00

10+0

0

15+0

0

20+0

0

10

+00

15

+00

20

+00

10+00

15+00

20+00

25+00

30+00

910+0

0

915+0

0

920+0

0

925+0

0

930+0

0

935+00

940+00 945+00

950+00

955+00

960+00

965+00

970+00

975+00

980+00

985+00

990+00

910+0

0

915+0

0

920+0

0

92

5+00

930+0

0

935+00

940+00945+00

950+00

955+00

960+00

965+00

970+00

975+00

980+00

985+00

990+00

910+0

0

915+0

0

920+0

0

925+0

0

930+00

935+00

940+00

945+00

950+00

955+00

960+00

965+00

970+00

975+00

980+00

985+0091

0+00

915+0

0

920+0

0

925+0

0

930+00

935+00

940+00 945+00

950+00

955+00

960+00

965+00

970+00

975+00

980+00

985+00

990+00

10+0

0

15+00

20

+00

25

+00

10+0

0

15+00

20+00

25+00

30+00

35+00

40+00

10+00

15+00

20+00

WO

OD

ED

LA

KE

DR

LA

PR

AD

A

DR

OA

TES

DR

WOODMEADOW

PKW

Y

PINEHURS

T LN

AVEN

GALLOW

AY

539.0

538.1

537.2

536.2

535.3

534.5

533.5

532.5

531.5

530.4

529.5

528.4

527.4

526.4

525.3

524.4

523.4

522.2

520.9

520.0

519.0

518.0

516.9

515.9

515.8

516.5

517.8

518.9

519.6

499.0

512.1

517.7

516.3

514.2

511.7

509.5

508.5

508.2

508.8

509.2

509.6

510.2

510.8

511.4

512.0

512.2

512.5

512.9

513.4

513.7

513.8

513.2

512.0

510.6

509.4

508.2

506.9

505.6

504.7

504.6

505.1

506.2

506.7

507.5

508.8

509.9

511.1

512.3

513.5

514.7

515.9

517.2

518.0

519.2

520.7

521.7

522.9

524.1

525.4

526.5

VPI STA = 915+00.00

EL = 508.53

(-)0.85% (-)1.01%

VPI STA = 928+00.00

EL = 495.39

(-)1.01% (+)3.0

0%

L = 550.00

K = 137

ex = 2.76'

VPI STA = 943+00.00

EL = 540.39

(+)3.0

0% (-)2.97%

L = 910.00

K = 152

ex = -6.79'

VPI STA = 952+75.00

EL = 511.44

(-)2.97% (+)0.50%

L = 500.00

K = 144

ex = 2.17'

VPI STA = 959+75.00

EL = 514.94

(+)0.50% (-)1.34%

L = 300.00

K = 163

ex = -0.69'

VPI STA = 966+50.00

EL = 505.86

(-)1.34% (-)2.01%

L = 200.00

K = 301

ex = -0.17'

VPI STA = 970+30.00

EL = 498.22

(-)2.01% (+)1.15%

L = 450.00

K = 142

ex = 1.78'

VPI STA = 986+70.00

EL = 517.08

(+)1.15% (

+)2.74

%

L = 250.00

K = 158

ex = 0.50'

VPI STA = 990+50.00

EL = 527.48

(+)2.7

4% (+)1.0

0%

L = 300.00

K = 173

ex = -0.65'

VP

C

ST

A 938

+45.00

EL

=526.74

VP

T

ST

A 947

+55.00

EL

=526.88

VP

C

ST

A 950

+25.00

EL

=518.86

VP

T

ST

A 955

+25.00

EL

=512.69

VP

C

ST

A 958

+25.00

EL

=514.19

VP

T

ST

A 961

+25.00

EL

=512.92

VP

C

ST

A 965

+50.00

EL

=507.20

VP

T

ST

A 967

+50.00

EL

=503.85

VP

C

ST

A 968

+05.00

EL

=502.75

VP

T

ST

A 972

+55.00

EL

=500.81

VP

T

ST

A 987

+95.00

EL

=520.51

VP

C

ST

A 989

+00.00

EL

=523.38

511.93

511.08

510.23

509.38

508.53

507.52

506.51

505.50

504.49

503.48

502.47

501.46

500.45

499.44

498.43

497.62

497.52

498.15

499.51

501.60

504.39

507.39

510.39

513.39

516.39

519.39

522.39

525.39

528.30

530.61

532.26

533.26

533.60

533.29

532.32

530.70

528.42

525.54

522.57

519.60

516.83

514.73

513.32

512.60

512.58

513.06

513.56

514.06

514.39

514.12

513.24

511.91

510.57

509.22

507.88

506.49

504.81

502.85

501.15

500.16

499.87

500.29

501.33

502.48

503.63

504.78

505.93

507.08

508.23

509.38

510.53

511.68

512.83

513.98

515.13

516.38

518.19

520.64

523.38

525.83

EL

=515.65

VP

C

ST

A 985

+45.00

537.93

537.08

536.23

535.38

534.53

533.48

532.43

531.38

530.33

529.28

528.23

527.18

526.13

525.08

524.36

524.28

524.77

525.34

525.91

526.49

527.06

527.63

528.20

528.78

523.25

520.44

517.66

515.43

513.91

513.12

513.06

513.54

514.05

514.56

514.93

514.68

513.77

512.44

511.10

509.76

508.20

506.34

504.41

502.47

500.62

499.38

(-)1.05%

VPI STA = 915+00.00

EL = 534.53

(-)0.85%

VPI STA = 925+25.00

EL = 523.77

(-)1.05% (+)0.57%

ex = 0.51'

L = 250.00

K = 154

VP

C

ST

A 924

+00.00

EL

=525.08

VP

T

ST

A 926

+50.00

EL

=524.48

VP

C

ST

A 949

+70.00

EL

=518.47

VP

T

ST

A 954

+30.00

EL

=513.18

L = 460.00

K = 138

ex = 1.91'

VPI STA = 952+00.00

EL = 512.00

(-)2.81%

(+)0.51%

L = 280.00

K = 152

ex = -0.65'

VP

T

ST

A 960

+15.00

EL

=513.58

VP

C

ST

A 957

+35.00

EL

=514.74

EL = 515.45

VPI STA = 958+75.00

(+)0.51%

(-)1.34%

L = 200.00

K = 335

ex = -0.15'

EL = 508.76

VPI STA = 963+75.00

(-)1.34% (-)1.93%

VP

C

ST

A 962

+75.00

EL

=510.10

VP

T

ST

A 964

+75.00

EL

=506.83

L = 167.87

K = 142

ex = 0.25'

EL = 499.86

VPI STA = 968+35.00

(-)1.93%

(-)0.76%

VP

C

ST

A 967

+51.07

EL

=501.49

VP

T

ST

A 969

+18.93

EL

=499.23

SHIFT PEB635GP PGL 42' LT TO PIH635 PGL

B PEB635GP STA 969+18.93, EL. 499.23'

END PEB635GP PGL

L

EL

=498.17

VP

C

ST

A 925

+25.00

EL

=503.64

VP

T

ST

A 930

+75.00

537.93

537.08

536.23

535.38

534.53

533.68

532.83

531.98

531.13

530.28

529.43

528.58

527.73

526.88

526.03

525.18

524.33

523.48

522.92

522.94

523.55

524.44

525.34

526.23

527.13

528.03

513.62

514.13

514.64

515.02

514.82

514.01

512.60

510.70

508.77

506.83

504.89

502.96

501.04

499.63

VPI STA = 929+50.00

EL = 522.21

(-)0.85% (+)0.90%

ex = 0.65'

L = 300.00

K = 172

VP

C

ST

A 959

+35.00

EL

=514.81

VP

T

ST

A 963

+35.00

EL

=511.96

L = 400.00

K = 164

ex = -1.22'

(-)1.94%

VPI STA = 961+35.00

EL = 515.83

(+)0.51%

VPI STA = 969+60.00

EL = 499.86

(-)1.94% (-)0.76%

ex = 0.25'

L = 167.95

K = 143

VP

T

ST

A 970

+43.98

EL

=499.23

VP

C

ST

A 968

+76.02

EL

=501.49

SHIFT PWB635GP PGL 42' RT TO PIH635 PGL

B PWB635GP STA 970+43.99, EL. 499.23'

END PWB635GP PGL

L

539.0

512.78

538.78

538.78

PROPOSED IH 635 MANAGED AND GENERAL PURPOSE LANES (60 MPH)

VPI STA = 941+00.00

EL = 532.50

(+)0.90% (-)2.19%

L = 550.00

K = 178

ex = -2.12'

VP

T

ST

A 943

+75.00

EL

=526.47

VP

C

ST

A 948

+75.00

EL

=515.51

(-)2.19% (+)0.51%

VPI STA = 951+00.00

EL = 510.58

L = 450.00

K = 167

ex = 1.52'

VP

T

ST

A 953

+25.00

EL

=511.72

528.92

529.82

530.55

530.75

530.38

529.45

527.96

525.93

523.73

521.54

519.35

517.16

514.98

513.24

512.10

511.56

511.61

512.10

512.61

513.12

STA 937+54BEGIN BRIDGE

L

LB PLPD STA 22+95.37, EL=503.98'

C PIH635 STA 939+14.97 =

PROP LA PRADA DR

L

LC POAT 17+44.45, EL=527.55'

C PIH635 STA, 971+23.82=

PROP OATES DR

L

LC PGAL 18+74.92, EL=544.52'

C PIH635 STA, 983+65.10=

PROP GALLOWAY AVESTA 937+19

BEGIN BRIDGE

STA 937+72BEGIN BRIDGE

MI

N.

CL

R.

16'10"

MI

N.

CL

R.

16'6"

5.50' BRIDGE DEPTH

L

L

EL. 546.01'

B MRWE30DC STA 25+93.38,

B PWB635GP STA 954+76.57=

L

L

EL. 549.18'

B MREX30DC STA 26+93.43,

B PEB635GP STA 953+49.86=

MI

N.

CL

R.

17'2"

L = 200.00

K = 228

ex = 0.22'

VP

C

ST

A 939

+00.00

EL

=534.71

L = 650.00

K = 153

ex = -3.46'

(+)1.45%

VPI STA = 935+50.00

EL = 529.64

(+)0.57%

(-)2.81%

VPI STA = 942+25.00

EL = 539.42

(+)1.45%

526.06

528.88

531.61

533.76

535.26

536.11

536.30

535.83

529.40

530.42

531.81

533.26

534.71

EL

=529.06

VP

C

ST

A 934

+50.00

EL

=531.09

VP

T

ST

A 936

+50.00

STA 944+75END BRIDGE

EL

=530.28

VP

T

ST

A 945

+50.00

VP

C

ST

A 938

+25.00

EL

=530.04



MI

N.

CL

R.

17'2"

2:1

2:1

2:1

3:1

16'8"

MI

N.

CL

R.

3:1

3:1

16'9"

MI

N.

CL

R.

OVER DEPRESSED MANAGED LANES

IH 635 GENERAL PURPOSE LANES CANTILEVER

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

(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANES

WB GP LANES CANTILEVERED

(4.29' BRIDGE DEPTH)OVER IH 635 MANAGED LANES

EB GP LANES CANTILEVERED

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

MI

N.

CL

R.

17'6"

EL

=523.48

VP

C

ST

A 928

+00.00

EL

=523.55

VP

T

ST

A 931

+00.00

NOTE 1: ALL BENTS CANTILEVERED OVER THE DEPRESSED MANAGED LANE SECTION ARE INVERTED T'S WITH A DEPTH OF 2.5'

HW100 = 491.72

LA PRADA GALLOWAY AVE. N.OATES DR.

EXI

ST

EL.

PROP PIH635 PGL

AT PIH635 PGLEX GROUND

PROP PIH635 PGL

LC

SJ 2374-02-053

C

PI

H635

ST

A 910

+00

MA

TC

H

LI

NE

SH

EE

T 6

L

CSJ 2374-02-053

C

PI

H635

ST

A 991

+00

MA

TC

H

LI

NE

SH

EE

T 8

7

470

480

490

500

510

520

530

540

550

560

570

580

590

PR

OP

PI

H635

PG

LC

SJ 2374-02-053

MA

TC

H

LI

NE

SH

EE

T 6

ST

A 910

+00

CSJ 2374-02-053

MA

TC

H

LI

NE

SH

EE

T 8

ST

A 991

+00

470

480

490

500

510

520

530

540

550

560

570

580

590

460

60%

DRAFT

Prelimi

nary,

Subj

ect to C

hang

e

N

7

C PIH635L

L

PWB635FR-B-3

PWB635FR-B-4

PWB635FR-B-5

PWB635FR-B-6

PWB635FR-B-7

PWB635FR-B-8

PWB635FR-B-9

PWB635FR-B-10

PWB635FR-B-11

PRWELPD-1

PRWELPD-2

PRWELPD-3

PRWELPD-4

B PRWELPDL

B PWB635GPL

PWB635GP-27

PWB635GP-28

PWB635GP-29

PWB635GP-30

PWB635GP-31

PRWEOAT-1

PRWEOAT-2

PRWEOAT-3

PRWEOAT-4

PRWEOAT-5

PRWEOAT-6

PRWEOAT-7

PRWEOAT-8

B PRWEOATL

C PLPDL

PLPD-1

PLPD-2

MRWE30DC-1

MRWE30DC-2

MRWE30DC-3

MRWE30DC-4

MRWE30DC-5

MRWE30DC-7

MRWE30DC-8B MRWE30DCL

B PRWXLPDL

PRWXLPD-1

PRWXLPD-2

PRWXLPD-4

C POATL

MRWE30DC-6

PDW30N635-1

PDW30N635-2

PDW30N635-3

B PDW30N635L

C PGALL

B PEB635GPL

PEB635GP-28

PEB635GP-29

PEB635GP-30

PREXLPD-1

PREXLPD-2

B PREXLPDL

B PEB635FRL

PEB635FR-48

PEB635FR-49

PEB635FR-50

PEB635FR-51

PEB635FR-52

PEB635FR-59

PREXOAT-1

PREXOAT-3

B PREXOATL

C PWMP

PWMP-1

L

C PPNHL

B PREELPDL

PREELPD-3

PREELPD-5

PREELPD-6

MREX30DC-1

MREX30DC-2

MREX30DC-3 MREX30DC-4

MREX30DC-5

B MREX30DCL

B PDS635W30L

PDS635W30-1

PDS635W30-2

EX ROW

EX ROW

EX ROW

EX ROW

EX ROW

EX ROW

PROP ROW

PROP ROWPROP ROW

PROP ROW

L

L

L

L

L

L

L

L

L

C PGAL STA 28+14.95

END CONSTRUCTION

N GALLOWAY AVE

C PGAL STA 10+96.46

BEGIN CONSTRUCTION

N GALLOWAY AVE

PGAL STA 18+74.92

PIH635 STA 983+65.10

(SIGNALIZED INTERSECTION)

PGAL STA 22+47.20

PWB635FR-B STA 990+42.14

C POAT STA 11+00.00

BEGIN CONSTRUCTION

OATES DR

C POAT STA 23+90.67

END CONSTRUCTION

OATES DR


POAT STA 20+28.80

PWB635FR-B STA 973+32.83

C PPNH STA 13+00.00

END CONSTRUCTION

PINEHURST LN

C PPNH STA 10+00.00

BEGIN CONSTRUCTION

PINEHURST LN

C PLPD STA 11+02.14

BEGIN CONSTRUCTION

LA PRADA DR

C PLPD STA 28+42.24

END CONSTRUCTION

LA PRADA DR


PLPD STA 24+98.16

PWB635FR-B STA 941+56.40

PLPD STA 22+95.37

PIH635 STA 939+14.98

C PWMP STA 12+00.00

BEGIN CONSTRUCTION

WOODMEADOW PKWY

CONNECTION TO EB FRONTAGE RD

CLOSE CLUB ESTATE PLACE

PIH635-25

PIH635-26

PIH635-27

PIH635-28

PIH635-29

PIH635-30

PEB635FR-53

PEB635FR-54

PEB635FR-55

PEB635FR-56

PEB635FR-57

PEB635FR-58

PREXOAT-2

PREXOAT-4

PREELPD-1

PREELPD-2

MREX30DC-6

MREX30DC-7

MREX30DC-8

MREX30DC-9

MREX30DC-10

MRWE30DC-9

PRWXLPD-3


PGAL STA 14+74.69

PEB635FR STA 977+20.20

B PWB635FR-B

915+00 920+00 925+00 930+00 935+00 940+00 945+00 950+00 955+00 960+00 965+00 970+00 975+00 980+00 985+00 990+00910+00

PROP PWB635GP PGL

PROP PEB635GP PGL

PR

OP

PE

B535

GP

PG

L

PR

OP

PW

B535

GP

PG

L

TRAFFIC DIAGRAM 527.69

527.7

LA PRADA OATES DR.

TAYLOR H. PERRINE 116960TAYLOR H. PERRINE 116960

UNDER CONSTRUCTION

PROP NOISE WALL

EXIST ROW

TRAIL (BY OTHERS)

LONG BRANCH CREEK

PROP ROW

LONG BRANCH CREEK TRAIL (BY OTHERS)

USE PATHWAY (BY OTHERS)CONNECT TO FUTURE SHARED

PREXLPD-3

PREXLPD-4

PREELPD-4


PLPD STA 20+43.19

PEB635FR STA 937+48.52

PWMP STA 18+42.73

PLPD STA 18+42.65

PLPD STA 21+93.87

PEB635GP STA 939+08.95

PLPD STA 23+67.44

PWB635GP STA 939+32.17

SUPERELEVATION

2-7'X6' MBC

REMOVE EXIST

1-10'X10' MBC

PROP

6-10'X7' MBC

REMOVE EXIST

6-10'X7' MBC

REMOVE EXIST

PROP DRAINAGE EASEMENT



EASEMENTPROP DRAINAGE

5-48" RCP

REMOVE EXIST

4-48" RCP

REMOVE EXIST

1-8'X7' MBC

PROP

1-7'X6' MBC

PROP

TO BE REMOVED

EX DRIVEWAY

TYPICAL SECTIONS

DENIAL OF ACCESS

BEGIN PROPOSED

DENIAL OF ACCESS

END PROPOSED

DENIAL OF ACCESS

END PROPOSED

DENIAL OF ACCESS

BEGIN PROPOSED

END PROP NOISE WALL

NOISE WALL

BEGIN PROP

END PROP NOISE WALL

BEGIN PROP NOISE WALL

END PROP NOISE WALL

NOISE WALL

END PROP

WALL

BEGIN PROP NOISE

END PROP NOISE WALL

BEGIN PROP NOISE WALL

NOISE WALL

END PROP

NOISE WALL

BEGIN PROP

ID # SITE ADDRESS OWNER OCCUPANT

291 10800 LBJ FWY TEXAS UTILITIES ELEC COLINE

OVERHEAD TRANSMISSION

299 1213 ROCKLEDGE DR REED DONRESIDENTIAL

SINGLE FAMILY

300 1217 ROCKLEDGE DR TAH HOLDING LPRESIDENTIAL

SINGLE FAMILY

301 1221 ROCKLEDGE DR MORALES RACHELRESIDENTIAL

SINGLE FAMILY

302 1225 ROCKLEDGE DR GARCIA JACLYN JANETTERESIDENTIAL

SINGLE FAMILY

303 1229 ROCKLEDGE DR ARRIAGA JESUS ARESIDENTIAL

SINGLE FAMILY

304 1301 ROCKLEDGE DR YOUNG PATRICIARESIDENTIAL

SINGLE FAMILY

305 1305 ROCKLEDGE DR MONTEMAYOR ALFREDORESIDENTIAL

SINGLE FAMILY

306 1309 ROCKLEDGE DR MALDONADO JESUS MRESIDENTIAL

SINGLE FAMILY

307 1313 ROCKLEDGE DR MENDEZ LUZ MARIARESIDENTIAL

SINGLE FAMILY

308 1125 SPRINGLAKE DR GARLAND CITY OF GRISSOM PARK

309 1401 PARK EAST DR ROMERO JESUSRESIDENTIAL

SINGLE FAMILY

310 1405 PARK EAST DR ROSADO JOSE & ANGELARESIDENTIAL

SINGLE FAMILY

311 1409 PARK EAST DR GARCIA JOSE G &RESIDENTIAL

SINGLE FAMILY

312 1413 PARK EAST DR YORK LARRY DON & THELMARESIDENTIAL

SINGLE FAMILY

313 1417 PARK EAST DR WIGGINS DALLASJRRESIDENTIAL

SINGLE FAMILY

314 1421 PARK EAST DR ZIMDARAS RODNEY GORDONRESIDENTIAL

SINGLE FAMILY

315 1425 PARK EAST DR ANDERSON DAVIDRESIDENTIAL

SINGLE FAMILY

316 1433 PARK EAST DR PRICE ROY LRESIDENTIAL

SINGLE FAMILY

317 117 RAVENCROFT DR GARLAND CITY OF WHITE PARK

318 1501 HERITAGE DR CLAWSON KELLYRESIDENTIAL

SINGLE FAMILY

319 1505 HERITAGE DR RODRIGUEZ ALEJANDRO ORTIZ &RESIDENTIAL

SINGLE FAMILY

320 1509 HERITAGE DR REDFEARN ARTHUR WAYNE &RESIDENTIAL

SINGLE FAMILY

321 2200 LA PRADA DR CROSSROADS CHURCH OF THE VACANT

322 1513 HERITAGE DRTAYLOR

PAPILLION ZACHARY & SANDRA

RESIDENTIAL

SINGLE FAMILY

323 1901 PINEHURST LNCLUB LP

2012 WESCO GATEWAY II COUNTRYCOUNTRY CLUB APARTMENTS

324 1517 HERITAGE DR OLGUIN ROGELIO &RESIDENTIAL

SINGLE FAMILY

325 1521 HERITAGE DR SOLIS FRANCISCORESIDENTIAL

SINGLE FAMILY

326 1525 HERITAGE DR PAREDES PERLARESIDENTIAL

SINGLE FAMILY

327 1751 OATES DR TEXAS STATE OF POWER LINES

328 1529 HERITAGE DR SPENCE SHARON GRESIDENTIAL

SINGLE FAMILY

329 1533 HERITAGE DR MENCHU LORENZO RRESIDENTIAL

SINGLE FAMILY

330 1751 OATES DR TEXAS UTILITIES ELEC CO POWER LINES

331 1900 PINEHURST LN KNANAYA CATHOLIC ASSOC OFCHURCH

NEW LIFE FELLOWSHIP

332 1537 HERITAGE DR MURCIA MARIO ERESIDENTIAL

SINGLE FAMILY

333 2101 PINEHURST LNLP

2012 WESCO GATEWAY II PINEHURSTPINEHURST PLACE

334 5304 N GALLOWAY AVE CBOCS TEXAS LIMITED CRACKER BARREL

335 15300 LBJ FWY BLI REAL ESTATE INC LAND ONLY

336 2207 OATES DR DALLAS DIAMONDS INC DALLAS DIAMONDS INC

337 5115 N GALLOWAY AVE ROFFINO CONSTRUCTION CO LBJ OATES OFFICE CENTER

338 2212 OATES DR PREMCO USA LLC EXXON

340 16200 LBJ FWY SHADCO INC VACANT

341 4501 CLUB ESTATES PL MURPHY RICHARD WRESIDENTIAL

SINGLE FAMILY

342 4505 CLUB ESTATES PL JOHNSON LINDARESIDENTIAL

SINGLE FAMILY

343 4509 CLUB ESTATES PL MCCARTT MARY CRESIDENTIAL

SINGLE FAMILY

344 15330 LBJ FWY TPLP OFFICE PARK PPTIES P S BUSINESS CENTER

345 2201 BOCA RATON MENDOZA EFRAIN &RESIDENTIAL

SINGLE FAMILY

347 4428 OCEAN REEF FIELDER C C & DIANERESIDENTIAL

SINGLE FAMILY

349 4424 OCEAN REEF BUDAHELYI MONICARESIDENTIAL

SINGLE FAMILY

350 4420 OCEAN REEF FERNANDEZ ALFREDORESIDENTIAL

SINGLE FAMILY

352 4416 OCEAN REEF ANDERSON LELAND DRESIDENTIAL

SINGLE FAMILY

353 4412 OCEAN REEF RAMIREZMELGOZA RAYMUNDORESIDENTIAL

SINGLE FAMILY

355 4408 OCEAN REEF MOULDER JOAN CRESIDENTIAL

SINGLE FAMILY


386 15900 LBJ FWY MESQUITE AUTOMOTIVE MAZDA OF MESQUITE

387 1919 OATES DR RRREI LP SOUTHWEST KIA

390 1805 OATES DR SHERRON ASSOC FUND LTD OATES CREEK APTS

392 16160 LBJ FWY TEE FORE PROPERTIES LLC VACANT

393 16080 LBJ FWY LBJ ANCILLARY LTD PIZZA HUT


BASELINEBEGIN TRANSITION END TRANSITION

STA e STA e

PEB635GP (60 MPH)923+72.00 -2.50% 925+06.00 -3.50%

949+32.00 -3.50% 950+66.00 -2.50%

PWB635GP (60 MPH)922+10.00 2.50% 931+04.00 -4.20%

949+07.00 -4.20% 958+01.00 2.50%

PIH635 (EB) (60 MPH)928+30.00 -2.50% 929+44.00 -4.10%

949+17.00 -4.10% 949+81.00 -2.50%

PIH635 (WB) (60 MPH)925+46.00 2.50% 930+16.00 -4.10%

948+57.00 -4.10% 951+21.00 2.50%

MREX30DC (40 MPH)

15+85.00 -4.10% 16+24.00 -2.50%

22+35.00 -2.50% 22+48.00 -2.00%

24+74.00 -2.00% 25+52.00 -5.20%

27+76.00 -5.20% 28+54.00 -2.00%

28+60.00 -2.00% 30+32.00 5.10%

33+05.00 5.10% 34+77.00 -2.00%

ROLL 7

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)

MREX30DC

MREX30DC-1 11+87.09 10° 41' 18.82" (RT) 2000.00 187.09 373.10 S 26° 16' 41.47" E 372.56 10+00.00 13+73.10 S 31° 37' 20.88" E S 20° 56' 02.06" E

MREX30DC-2 19+34.53 10° 43' 39.33" (RT) 3248.00 304.96 608.13 S 15° 34' 12.40" E 607.24 16+29.58 22+37.71 S 20° 56' 02.06" E S 10° 12' 22.73" E

MREX30DC-3 26+64.34 12° 19' 09.47" (RT) 1190.00 128.43 255.86 S 4° 02' 48.00" E 255.37 25+35.91 27+91.78 S 10° 12' 22.73" E S 2° 06' 46.74" W

MREX30DC-4 31+69.69 16° 18' 22.67" (LT) 1200.00 171.92 341.52 S 6° 02' 24.60" E 340.37 29+97.77 33+39.29 S 2° 06' 46.74" W S 14° 11' 35.93" E

MREX30DC-5 37+58.50 2° 53' 36.09" (LT) 5300.00 133.85 267.64 S 15° 38' 23.98" E 267.61 36+24.65 38+92.29 S 14° 11' 35.93" E S 17° 05' 12.03" E

MREX30DC-6 40+81.66 5° 42' 21.27" (RT) 3800.00 189.37 378.43 S 14° 14' 01.39" E 378.27 38+92.29 42+70.72 S 17° 05' 12.03" E S 11° 22' 50.76" E

MREX30DC-7 47+72.31 4° 39' 13.26" (RT) 3770.00 153.19 306.21 S 9° 03' 14.13" E 306.12 46+19.13 49+25.33 S 11° 22' 50.76" E S 6° 43' 37.50" E

MREX30DC-8 51+12.88 4° 01' 49.91" (LT) 5330.00 187.55 374.94 S 8° 44' 32.45" E 374.87 49+25.33 53+00.28 S 6° 43' 37.50" E S 10° 45' 27.40" E

MREX30DC-9 54+96.14 3° 36' 15.60" (LT) 5300.00 166.76 333.41 S 12° 33' 35.20" E 333.35 53+29.38 56+62.79 S 10° 45' 27.40" E S 14° 21' 43.00" E

MREX30DC-10 57+82.36 3° 36' 15.60" (RT) 3800.00 119.56 239.05 S 12° 33' 35.20" E 239.01 56+62.79 59+01.84 S 14° 21' 43.00" E S 10° 45' 27.40" E

(40 MPH)

MRWE30DC

MRWE30DC-1 10+77.97 2° 21' 03.40" (LT) 3800.00 77.97 155.92 S 30° 23' 49.45" E 155.91 10+00.00 11+55.92 S 29° 13' 17.75" E S 31° 34' 21.15" E

MRWE30DC-2 13+23.88 11° 17' 06.37" (RT) 1700.00 167.96 334.84 S 25° 55' 47.97" E 334.29 11+55.92 14+90.76 S 31° 34' 21.15" E S 20° 17' 14.78" E

MRWE30DC-3 18+11.81 10° 04' 52.05" (RT) 3640.00 321.06 640.45 S 15° 14' 48.76" E 639.63 14+90.76 21+31.21 S 20° 17' 14.78" E S 10° 12' 22.73" E

MRWE30DC-4 25+50.10 10° 32' 20.98" (LT) 1500.00 138.35 275.91 S 15° 28' 33.22" E 275.53 24+11.75 26+87.67 S 10° 12' 22.73" E S 20° 44' 43.71" E

MRWE30DC-5 31+18.23 6° 51' 40.12" (RT) 1500.00 89.92 179.62 S 17° 18' 53.66" E 179.52 30+28.31 32+07.93 S 20° 44' 43.71" E S 13° 53' 03.60" E

MRWE30DC-6 39+22.30 2° 30' 12.84" (RT) 11206.00 244.86 489.65 S 12° 37' 57.18" E 489.61 36+77.43 41+67.09 S 13° 53' 03.60" E S 11° 22' 50.76" E

MRWE30DC-7 51+24.69 3° 36' 51.63" (LT) 3768.00 118.89 237.69 S 13° 11' 16.58" E 237.65 50+05.80 52+43.50 S 11° 22' 50.76" E S 14° 59' 42.39" E

MRWE30DC-8 56+35.14 8° 27' 08.30" (RT) 5300.00 391.64 781.86 S 10° 46' 08.24" E 781.15 52+43.50 60+25.35 S 14° 59' 42.39" E S 6° 32' 34.09" E

MRWE30DC-9 61+10.81 2° 34' 35.92" (LT) 3800.00 85.46 170.89 S 7° 49' 52.05" E 170.88 60+25.35 61+96.24 S 6° 32' 34.09" E S 9° 07' 10.01" E

(40 MPH)

PDS635W30 PDS635W30-1 11+59.48 4° 48' 23.01" (RT) 3800.00 159.48 318.77 S 8° 58' 39.25" E 318.68 10+00.00 13+18.77 S 11° 22' 50.76" E S 6° 34' 27.75" E

PDS635W30-2 15+12.34 4° 10' 59.66" (LT) 5300.00 193.57 386.96 S 8° 39' 57.57" E 386.87 13+18.77 17+05.73 S 6° 34' 27.75" E S 10° 45' 27.40" E

(40 MPH)

PDW30N635

PDW30N635-1 11+26.04 3° 47' 57.73" (LT) 3800.00 126.04 251.98 S 13° 16' 49.62" E 251.94 10+00.00 12+51.98 S 11° 22' 50.76" E S 15° 10' 48.49" E

PDW30N635-2 14+27.77 3° 47' 57.73" (RT) 5300.00 175.79 351.45 S 13° 16' 49.62" E 351.39 12+51.98 16+03.43 S 15° 10' 48.49" E S 11° 22' 50.76" E

PDW30N635-3 21+13.68 3° 30' 43.75" (RT) 12092.00 370.73 741.22 S 9° 37' 28.89" E 741.11 17+42.95 24+84.18 S 11° 22' 50.76" E S 7° 52' 07.01" E

(40 MPH)

PEB635FR

PEB635FR-48 913+19.10 2° 33' 45.21" (RT) 2000.00 44.73 89.45 S 43° 54' 44.39" E 89.44 912+74.37 913+63.82 S 45° 11' 37.00" E S 42° 37' 51.78" E

PEB635FR-49 914+08.55 2° 33' 45.21" (LT) 2000.00 44.73 89.45 S 43° 54' 44.39" E 89.44 913+63.82 914+53.27 S 42° 37' 51.78" E S 45° 11' 37.00" E

PEB635FR-50 931+16.64 22° 56' 26.75" (RT) 2740.00 555.98 1,097.07 S 33° 43' 23.62" E 1089.76 925+60.66 936+57.73 S 45° 11' 37.00" E S 22° 15' 10.25" E

PEB635FR-51 942+42.16 12° 49' 16.61" (RT) 1000.00 112.36 223.77 S 15° 50' 31.94" E 223.31 941+29.81 943+53.58 S 22° 15' 10.25" E S 9° 25' 53.64" E

PEB635FR-52 943+90.15 4° 11' 19.74" (LT) 1000.00 36.57 73.11 S 11° 31' 33.51" E 73.09 943+53.58 944+26.69 S 9° 25' 53.64" E S 13° 37' 13.38" E

PEB635FR-53 949+86.61 6° 05' 23.85" (LT) 1000.00 53.20 106.29 S 16° 39' 55.30" E 106.24 949+33.42 950+39.71 S 13° 37' 13.38" E S 19° 42' 37.23" E

PEB635FR-54 951+17.09 8° 51' 00.03" (RT) 1000.00 77.38 154.46 S 15° 17' 07.22" E 154.31 950+39.71 951+94.17 S 19° 42' 37.23" E S 10° 51' 37.20" E

PEB635FR-55 956+93.79 3° 19' 58.73" (LT) 2000.00 58.19 116.34 S 12° 31' 36.57" E 116.33 956+35.60 957+51.95 S 10° 51' 37.20" E S 14° 11' 35.93" E

PEB635FR-56 962+40.83 6° 25' 06.55" (RT) 2000.00 112.14 224.05 S 10° 59' 02.66" E 223.93 961+28.69 963+52.73 S 14° 11' 35.93" E S 7° 46' 29.38" E

PEB635FR-57 964+15.69 3° 36' 21.38" (LT) 2000.00 62.96 125.87 S 9° 34' 40.07" E 125.85 963+52.73 964+78.61 S 7° 46' 29.38" E S 11° 22' 50.76" E

PEB635FR-58 976+33.59 2° 18' 38.43" (RT) 2000.00 40.33 80.66 S 10° 13' 31.55" E 80.65 975+93.25 976+73.91 S 11° 22' 50.76" E S 9° 04' 12.33" E

PEB635FR-59 981+10.93 4° 44' 30.19" (LT) 2000.00 82.81 165.52 S 11° 26' 27.43" E 165.47 980+28.12 981+93.64 S 9° 04' 12.33" E S 13° 48' 42.53" E

(60 MPH)

PEB635GP

PEB635GP-28 937+53.53 32° 47' 08.23" (RT) 4310.00 1267.91 2,466.26 S 28° 47' 58.21" E 2432.75 924+85.62 949+51.87 S 45° 11' 32.32" E S 12° 24' 24.09" E

PEB635GP-29 961+63.45 2° 33' 45.02" (LT) 11100.00 248.26 496.44 S 13° 41' 16.60" E 496.40 959+15.19 964+11.63 S 12° 24' 24.09" E S 14° 58' 09.11" E

PEB635GP-30 966+65.36 3° 35' 18.35" (RT) 8100.00 253.73 507.30 S 13° 10' 29.93" E 507.22 964+11.63 969+18.93 S 14° 58' 09.11" E S 11° 22' 50.76" E

(60 MPH)

PIH635

PIH635-25 920+65.12 1° 39' 14.56" (RT) 12000.00 173.22 346.42 S 44° 21' 55.04" E 346.41 918+91.89 922+38.32 S 45° 11' 32.32" E S 43° 32' 17.76" E

PIH635-26 924+11.54 1° 39' 14.56" (LT) 12000.00 173.22 346.42 S 44° 21' 55.04" E 346.41 922+38.32 925+84.74 S 43° 32' 17.76" E S 45° 11' 32.32" E

PIH635-27 939+61.26 34° 59' 09.59" (RT) 3298.00 1039.41 2,013.83 S 27° 41' 57.53" E 1982.69 929+21.84 949+35.67 S 45° 11' 32.32" E S 10° 12' 22.73" E

PIH635-28 959+46.22 4° 21' 10.10" (LT) 11100.00 421.84 843.28 S 12° 22' 57.79" E 843.07 955+24.38 963+67.66 S 10° 12' 22.73" E S 14° 33' 32.84" E

PIH635-29 966+75.61 3° 10' 42.08" (RT) 11100.00 307.95 615.75 S 12° 58' 11.80" E 615.67 963+67.66 969+83.40 S 14° 33' 32.84" E S 11° 22' 50.76" E

PIH635-30 989+72.32 2° 07' 28.94" (RT) 12000.00 222.52 445.00 S 10° 19' 06.29" E 444.97 987+49.79 991+94.79 S 11° 22' 50.76" E S 9° 15' 21.82" E

PLBTRL (TRAIL)PLBTRL-1 17+42.69 50° 02' 27.66" (LT) 100.00 46.67 87.34 S 71° 12' 55.52" E 84.59 16+96.01 17+83.35 S 46° 11' 41.69" E N 83° 45' 50.65" E

PLBTRL-2 25+52.24 20° 07' 01.73" (RT) 100.00 17.74 35.11 S 86° 10' 38.48" E 34.93 25+34.50 25+69.61 N 83° 45' 50.65" E S 76° 07' 07.62" E

PLPD (40 MPH)PLPD-1 18+37.36 5° 34' 51.66" (RT) 800.00 38.99 77.93 N 46° 32' 06.60" E 77.89 17+98.37 18+76.29 N 43° 44' 40.77" E N 49° 19' 32.43" E

PLPD-2 19+14.87 5° 31' 14.12" (LT) 800.00 38.57 77.08 N 46° 33' 55.37" E 77.05 18+76.29 19+53.38 N 49° 19' 32.43" E N 43° 48' 18.31" E

(40 MPH)

PREELPD

PREELPD-1 10+28.32 3° 05' 22.40" (LT) 1050.00 28.32 56.62 S 20° 04' 36.81" E 56.61 10+00.00 10+56.62 S 18° 31' 55.61" E S 21° 37' 18.01" E

PREELPD-2 14+50.65 9° 12' 53.92" (RT) 1000.00 80.59 160.83 S 17° 00' 51.05" E 160.66 13+70.06 15+30.89 S 21° 37' 18.01" E S 12° 24' 24.09" E





(40 MPH)

PREXLPD

PREXLPD-1 11+32.21 3° 59' 06.63" (RT) 3800.00 132.21 264.31 S 43° 11' 59.01" E 264.25 10+00.00 12+64.31 S 45° 11' 32.32" E S 41° 12' 25.70" E

PREXLPD-2 14+51.62 4° 02' 53.95" (LT) 5300.00 187.32 374.48 S 43° 13' 52.67" E 374.40 12+64.31 16+38.79 S 41° 12' 25.70" E S 45° 15' 19.65" E

PREXLPD-3 21+64.69 6° 26' 26.07" (RT) 1050.00 59.08 118.03 S 42° 02' 06.61" E 117.97 21+05.61 22+23.64 S 45° 15' 19.65" E S 38° 48' 53.57" E

PREXLPD-4 22+82.15 6° 22' 43.42" (LT) 1050.00 58.51 116.90 S 42° 00' 15.28" E 116.84 22+23.64 23+40.54 S 38° 48' 53.57" E S 45° 11' 37.00" E

(40 MPH)

PREXOAT

PREXOAT-1 11+50.81 8° 37' 28.72" (RT) 2000.00 150.81 301.06 S 27° 53' 35.54" E 300.77 10+00.00 13+01.06 S 32° 12' 19.90" E S 23° 34' 51.18" E


PREXOAT-3 25+23.72 3° 18' 23.20" (LT) 5300.00 152.97 305.85 S 11° 58' 01.77" E 305.81 23+70.75 26+76.61 S 10° 18' 50.17" E S 13° 37' 13.38" E


(40 MPH)

PRWELPD

PRWELPD-1 11+32.20 3° 59' 05.59" (LT) 3800.00 132.20 264.29 S 47° 11' 05.12" E 264.23 10+00.00 12+64.29 S 45° 11' 32.32" E S 49° 10' 37.91" E

PRWELPD-2 14+48.67 3° 59' 05.59" (RT) 5300.00 184.38 368.61 S 47° 11' 05.12" E 368.54 12+64.29 16+32.90 S 49° 10' 37.91" E S 45° 11' 32.32" E

PRWELPD-3 19+63.01 8° 43' 34.68" (LT) 1050.00 80.11 159.92 S 49° 33' 19.66" E 159.76 18+82.90 20+42.82 S 45° 11' 32.32" E S 53° 55' 07.01" E

PRWELPD-4 21+26.63 9° 07' 38.02" (RT) 1050.00 83.81 167.26 S 49° 21' 18.00" E 167.09 20+42.82 22+10.08 S 53° 55' 07.01" E S 44° 47' 28.99" E

(40 MPH)

PRWEOAT

PRWEOAT-1 14+11.80 14° 21' 18.61" (RT) 3270.00 411.80 819.28 S 32° 57' 55.79" E 817.14 10+00.00 18+19.28 S 40° 08' 35.09" E S 25° 47' 16.49" E

PRWEOAT-2 18+54.52 1° 03' 45.07" (LT) 3800.00 35.24 70.47 S 26° 19' 09.02" E 70.47 18+19.28 18+89.75 S 25° 47' 16.49" E S 26° 51' 01.55" E







(40 MPH)

PRWXLPD

PRWXLPD-1 10+97.94 10° 39' 28.04" (RT) 1050.00 97.94 195.31 S 10° 32' 54.10" E 195.03 10+00.00 11+95.31 S 15° 52' 38.12" E S 5° 13' 10.08" E

PRWXLPD-2 12+10.42 1° 38' 55.75" (LT) 1050.00 15.11 30.22 S 6° 02' 37.95" E 30.22 11+95.31 12+25.53 S 5° 13' 10.08" E S 6° 52' 05.82" E

PRWXLPD-3 18+10.29 1° 50' 16.25" (RT) 5300.00 85.01 170.01 S 5° 56' 57.70" E 170.00 17+25.28 18+95.28 S 6° 52' 05.82" E S 5° 01' 49.57" E

PRWXLPD-4 21+07.50 6° 23' 34.37" (LT) 3800.00 212.22 423.99 S 8° 13' 36.76" E 423.77 18+95.28 23+19.27 S 5° 01' 49.57" E S 11° 25' 23.94" E

(40 MPH)

PWB635FR-B

PWB635FR-B-3 932+77.57 7° 41' 32.33" (RT) 3970.00 266.90 533.00 S 41° 21' 03.56" E 532.60 930+10.68 935+43.67 S 45° 11' 49.72" E S 37° 30' 17.39" E

PWB635FR-B-4 935+74.82 4° 36' 12.13" (LT) 775.00 31.15 62.27 S 39° 48' 23.46" E 62.25 935+43.67 936+05.94 S 37° 30' 17.39" E S 42° 06' 29.52" E

PWB635FR-B-5 944+86.45 31° 54' 06.79" (RT) 3080.66 880.51 1,715.29 S 26° 09' 26.13" E 1693.22 936+05.94 953+21.23 S 42° 06' 29.52" E S 10° 12' 22.73" E

PWB635FR-B-6 965+59.85 8° 57' 34.21" (LT) 3763.00 294.82 588.43 S 14° 41' 09.84" E 587.83 962+65.03 968+53.46 S 10° 12' 22.73" E S 19° 09' 56.94" E

PWB635FR-B-7 970+05.02 8° 40' 01.70" (RT) 2000.00 151.56 302.54 S 14° 49' 56.09" E 302.25 968+53.46 971+56.00 S 19° 09' 56.94" E S 10° 29' 55.24" E

PWB635FR-B-8 986+18.46 2° 03' 07.40" (LT) 2000.00 35.82 71.63 S 11° 31' 28.94" E 71.63 985+82.64 986+54.27 S 10° 29' 55.24" E S 12° 33' 02.64" E

PWB635FR-B-9 989+34.95 6° 00' 18.75" (RT) 5351.00 280.68 560.84 S 9° 32' 53.26" E 560.59 986+54.27 992+15.11 S 12° 33' 02.64" E S 6° 32' 43.88" E

PWB635FR-B-10 992+99.33 2° 34' 26.12" (LT) 3749.00 84.22 168.42 S 7° 49' 56.95" E 168.40 992+15.11 993+83.53 S 6° 32' 43.88" E S 9° 07' 10.01" E

PWB635FR-B-11 995+16.21 1° 15' 02.99" (RT) 12155.00 132.68 265.36 S 8° 29' 38.51" E 265.35 993+83.53 996+48.89 S 9° 07' 10.01" E S 7° 52' 07.01" E

(60 MPH)

PWB635GP

PWB635GP-27 922+79.66 0° 52' 43.06" (LT) 6250.00 47.92 95.84 S 45° 37' 53.85" E 95.84 922+31.74 923+27.58 S 45° 11' 32.32" E S 46° 04' 15.38" E

PWB635GP-28 940+43.10 37° 03' 20.26" (RT) 3202.22 1073.18 2,071.01 S 27° 32' 35.25" E 2035.11 929+69.93 950+40.94 S 46° 04' 15.38" E S 9° 00' 55.12" E

PWB635GP-29 960+70.48 5° 24' 57.16" (LT) 8100.00 383.11 765.65 S 11° 43' 23.70" E 765.37 956+87.37 964+53.02 S 9° 00' 55.12" E S 14° 25' 52.28" E

PWB635GP-30 967+48.57 3° 03' 01.52" (RT) 11100.00 295.55 590.96 S 12° 54' 21.52" E 590.89 964+53.02 970+43.99 S 14° 25' 52.28" E S 11° 22' 50.76" E

PWB635GP-31 989+62.21 3° 30' 43.75" (RT) 12000.00 367.91 735.58 S 9° 37' 28.89" E 735.47 985+94.30 993+29.88 S 11° 22' 50.76" E S 7° 52' 07.01" E

(40 MPH)

PWMPPWMP-1 16+49.00 5° 32' 56.12" (RT) 2000.00 96.92 193.69 S 42° 41' 53.71" E 193.62 15+52.07 17+45.77 S 45° 28' 21.77" E S 39° 55' 25.65" E

LC PLBTRL

PLBTRL-1

1-10'X7' MBC

PROP

PLBTRL-2


POAT STA 14+75.77

PEB635FR STA 969+60.87

BASELINEBEGIN TRANSITION END TRANSITION

STA e STA e

MRWE30DC (40 MPH)

14+83.00 -4.10% 15+22.00 -2.50%

21+10.00 -2.50% 22+19.00 2.00%

23+63.00 2.00% 24+24.00 4.50%

26+75.00 4.50% 27+36.00 2.00%

29+02.00 2.00% 30+59.00 -4.50%

31+77.00 -4.50% 33+34.00 2.00%

PREXLPD (40 MPH) 16+39.00 -2.50% 16+52.00 -2.00%

PRWELPD (40 MPH) 16+33.00 2.50% 16+46.00 2.00%

PREXOAT (40 MPH) 17+93.00 -3.50% 18+30.00 -2.00%

PREELPD (40 MPH)

13+02.00 -2.00% 13+87.00 -5.50%

15+14.00 -5.50% 15+99.00 -2.00%

18+81.00 -2.00% 18+94.00 -2.50%

PRWEOAT (40 MPH) 22+97.00 -4.20% 24+47.00 2.00%

PRWXLPD (40 MPH) 17+12.00 2.00% 17+25.00 2.50%

PDS635W30 (40 MPH) 17+35.00 -2.50% 17+82.00 -2.00%

PDW30N635 (40 MPH) 16+04.00 2.50% 16+53.00 2.00%

ID # SITE ADDRESS OWNER OCCUPANT

395 16190 LBJ FWY SECURITY HOLDINGS INC DRIVER SELECT

397 1900 OATES DR RPI LBJ OATES LTDSHOPPING CENTER

LBJ OATES SUMMIT

398 3904 TOWNE CROSSING BLVD FIREBIRD MESQUITE INC EL FENIX

399 16230 LBJ FWY NAGHER FREDERICK A HYUNDAI

401 16200 LBJ FWY SECURITY HOLDINGS INC FAZELI MITSUBISHI

404 1725 OATES DR LBJ GARDEN VILLAS LTD GARDEN VILLA APTS

541 10600 WOODMEADOW PKWY DALLAS CITY OF VACANT

542 10700 WOODMEADOW PKWY GC APARTMENTS LLC GREENS CROSSING APT

543 2300 OATES DR MURMIN II LP KWIK KAR LUBE

544 5050 N GALLOWAY AVE TXVT DEVELOPMENT INC TROPHY NISSAN USED CARS

PROPERTY OWNERS

L LC/B

SUPERELEVATION SIGN CONVENTION

(-)

(-)(+)

(+)

PROP DRAINAGE CHANNEL

PARKGRISSOM

PARKWHI

TE

POAT STA 17+44.45

PIH635 STA 971+23.83

PROP ROW

PROP ROW

PATH (BY OTHERS)FUTURE SHARED USE

CLR.

MIN.

16'8"

NOTE 1

proposed ih 635 managed and general … meeting... · texas department of transportation fax (214)...

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