loyl c. bussell, p.e. - district engineer public hearing

10' 0-12'

MATCHLINE KMATCHLINE K

4. DESIGN ACCOMMODATES WB-67 DESIGN VEHICLE.

DURING FINAL DESIGN.

SUPERSTRUCTURE DEPTHS SHALL BE DETERMINED

ARE FOR GRAPHICS INFORMATION ONLY.

3. ALL BRIDGE STRUCTURES SHOWN ON PROFILES

2. PGL INDICATES PROFILE GRADE LINE.

CLEARANCE LOCATION.

THE LOWER ROADWAY AT THE MINIMUM

UPPER ROADWAY STRUCTURE AND TOP OF

VERTICAL CLEARANCE BETWEEN BOTTOM OF

SEPARATION IS THE CALCULATED MINIMUM

1. THE CLEARANCE SHOWN AT GRADE

165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00

230+00

250+00

165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00220+00 225+00

230+00

245+00

130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00

230+00

245+00

250+00

130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00

230+00

245+00

250+00

130+00 135+00 140+00 145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00

230+00

245+00

250+00

15+00 20+0025+0010+00

15+0020+00

010+00

20+0010+00

15+00 20+00

235+00

255+00

+00 26

TARRANT COUNTY

CITY OF KENNEDALE

TARRANT COUNTY

CITY OF FOREST HILL

TARRANT COUNTY

CITY OF FOREST HILL

TARRANT COUNTY

CITY OF FOREST HILL

805806

810811812

813814815

821822823824825826

827828

829830831

832833834835

836837838

847848849850851854 852

25 2627 28

41 4243

931932933934935936937938939940942943944 941

0-C 0-D 0-E

0-G 0-H

PLAN AND PROFILE I20 MAINLANE - STA 165+16.40 TO 250+00.00

PLAN AND PROFILE US 287 MAINLANE - STA 249+00.00 TO STA 364+00.00

PLAN AND PROFILE US 287 MAINLANE - STA 136+00.00 TO STA 223+75.37

PLAN AND PROFILE I20 MAINLANE - STA 221+00.00 TO 336+00.00

PLAN AND PROFILE I820 MAINLANE - STA 421+00.00 TO STA 504+00.00

PLAN AND PROFILE I820 MAINLANE - STA 504+00.00 TO STA 601+00.00

PLAN AND PROFILE I20 MAINLANE - STA 250+00.00 TO 309+42.31; STA 144+93.13 TO 221+00.00

PLAN AND PROFILE I820 MAINLANE - STA 291+00.00 TO STA 327+00.00; STA 327+00.00 TO 421+00.00

ROLL 8 OF 8

ROLL 7 OF 8

ROLL 6 OF 8

ROLL 5 OF 8

ROLL 4 OF 8

ROLL 3 OF 8

ROLL 2 OF 8

ROLL 1 OF 8

PRELIMINARY

BIDDING, AND OR PERMIT PURPOSES

NOT INTENDED FOR CONSTRUCTION,

JUNE 2020

REVIEW SUBMITTAL

LEGEND:

FRONTAGE ROADS/U-TURNS/CITY STREETS

PROPOSED GORE AREA

SIDEWALKS

GENERAL PURPOSE LANES (GP LANES)

CITY LIMITS

EXISTING RIGHT-OF-WAY(R.O.W.)

PROPOSED RIGHT-OF-WAY(R.O.W.)

EXISTING DENIAL-OF-ACCESS

PROPOSED DENIAL-OF-ACCESS

EXISTING PROPERTY LINES

PROPOSED RETAINING WALL

SHOULDERS

SHARED USE PATH

PROPOSED BRIDGE(BENTS/ABUTMENTS)

COLLECTOR/DISTRIBUTORS C-D

DIRECT CONNECTORS DC

EXISTING PAVEMENT TO BE REMOVED

POTENTIAL DISPLACEMENTS

EXISTING DRIVEWAYS TO BE REMOVED

CARVER HEIGHTS HISTORIC DISTRICT

CREEKS AND TRIBUTARIES

EXISTING DRAINAGE EASEMENTS

DIRECTION OF TRAFFIC

GENERAL NOTES:

PROPOSED NOISE BARRIER

CEMETERIES

5. DESIGN BASED ON STATE PLANE COORDINATE SYSTEM.

4. DESIGN ACCOMMODATES WB-67 DESIGN VEHICLE.

DURING FINAL DESIGN.

SUPERSTRUCTURE DEPTHS SHALL BE DETERMINED

ARE FOR GRAPHICS INFORMATION ONLY.

3. ALL BRIDGE STRUCTURES SHOWN ON PROFILES

2. PGL INDICATES PROFILE GRADE LINE.

CLEARANCE LOCATION.

THE LOWER ROADWAY AT THE MINIMUM

UPPER ROADWAY STRUCTURE AND TOP OF

VERTICAL CLEARANCE BETWEEN BOTTOM OF

SEPARATION IS THE CALCULATED MINIMUM

1. THE CLEARANCE SHOWN AT GRADE

PROPOSED DRAINAGE EASEMENTS

FORT WORTH DISTRICTTEXAS DEPARTMENT OF TRANSPORTATION

sgonzalez $sytime$$sytime$ 5/14/2020

SOUTHEAST CONNECTOR

PROJECT LOCATION MAP/KEYMAP

$sytime$

LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER

CSJ:2374-05-066

BEGIN PROJECT - I-20

CSJ:0008-13-206

END PROJECT - I-20

CSJ:0008-13-125

CSJ:0008-13-206

CSJ:2374-05-066

END PROJECT

CSJ:0172-06-080

US 287

END PROJECT

CSJ:0172-06-080

US 287

BEGIN PROJECT

CSJ:0008-13-125

END PROJECT

CSJ : 2374-05-066

FROM I-820 TO PARK SPRINGS BLVD

US 287 CSJ : 0172-06-080

CSJ : 0172-09-028

FROM I-20 INTERCHANGE TO SUBLETT RD

FROM I-820/US 287 INTERCHANGE TO BISHOP ST

CSJ : 0008-13-125

CSJ : 0008-13-206

FROM I-20/I-820 INTERCHANGE TO FOREST HILL DRIVE

FROM I-20 TO BRENTWOOD STAIR RD

TARRANT COUNTY

CSJ:0172-09-028

END PROJECT - US 287

CSJ:0172-09-028

BEGIN PROJECT - US 287

LakeFosdic

LakeWhite

FORT WORTH

TRINIT

WORTHFORT

Cotton

ARLINGTON

Creek6.8

0.4 0.7

PACIFIC

RAILROAD

EDGECLIFF

FOREST

FORT WORTH CITY LIMIT

Pop 2,715

ARLINGTON

KENNEDALE

Cottonwood

Branch

W ORTH

ARLINGTON

KENNEDALE CITY

VILLAGE

ARLINGTON

VILLAGE

TRINITY

ACIFIC

Pop 4,096

EchoLake

NORMAL POOL ELEV 550.0'

FORT W

35W35W

ParkOak

Trader

ParkGreenway

LakeFosdic

LakeWhite

ParkSylvania

ParkField

Harmon

TRINIT

WORTHFORT

ParkLake

Oakland

Cotton

ARLINGTON

CemeteryWhite

ManshipRay

Golf CourseMunicipal

Meadowbrook

ParkSandybrook

CemHarrison

0.4 0.7

PACIFIC

RAILROAD

FOREST HILL

EDGECLIFF

ParkHills

Highland

ParkGreenbriar

ParkAmon Carter

ParkPrairie Dog

Country ClubGlen Garden

ParkSycamore

ParkGlenwood

ParkHillside

ParkTandy Hills

ParkSagamore

ParkPate

ParkCreekVillage

ParkEllis

InstitutionFederal Correctional

FOREST

ParkEastover

FORT WORTH CITY LIMIT

CourseGolf

Sycamore

Pop 2,715

ParkRosedale

Country ClubShady Valley

ARLINGTON

CemTate

KENNEDALE

CemHawkins

Cottonwood

ParkLaneSandy

Branch

ParkSpringsBowman

ParkFoster

Clarence

W ORTH

ARLINGTON

ParkHandley

CemHandley

KENNEDALE CITY

VILLAGE

ParkBunche

ARLINGTON

ParkVeteran

ParkWillian McDonald

VILLAGE

TRINITY

ParkCobb

UniversityWesleyan

ACIFIC

ParkVeteran

Pop 4,096

MHMRState SchoolFort Worth

Burial ParkRose Hill

EchoLake

South CampusJunior CollegeTarrant County

NORMAL POOL ELEV 550.0'

FORT W

35W35W

ParkWoodland

CenterFederal

Masonic Home

ArnoldPark

ParkOak

Trader

ParkGreenway

ParkSylvania

ParkField

Harmon

PioneerRest

ParkLake

Oakland

CemeteryWhite

ManshipRay

Golf CourseMunicipal

Meadowbrook

ParkSandybrook

CemHarrison

ParkHills

Highland

ParkGreenbriar

ParkAmon Carter

ParkPrairie Dog

ParkSycamore

ParkGlenwood

ParkHillside

ParkTandy Hills

ParkSagamore

ParkPate

ParkCreekVillage

ParkEllis

InstitutionFederal Correctional

Masonic Home

CourseGolf

Sycamore

Country ClubShady Valley

CemTate

CemHawkins

ParkLaneSandy

ParkSpringsBowman

ParkFoster

Clarence

ParkHandley

CemHandley

ParkVeteran

ParkWillian McDonald

Rolling Hills Park

ParkCobb

EmeraldHills

MemorialPark Cem

FederalCenter

ParkVeteran

MHMRState SchoolFort Worth

Lake Arlington Golf Course

Burial ParkRose Hill

South CampusJunior CollegeTarrant County

ArnoldPark

PioneerRest

Rolling Hills Park

EmeraldHills

MemorialPark Cem

FederalCenter

Lake Arlington Golf Course

HORIZONTAL

VERTICAL

100 200 400

4020100

0 0.5 1.0 MILESCALE

PLAN-PROFILE SCALES IN FEET

HORIZONTAL

VERTICAL

CROSS SECTION SCALES IN FEET

0 25 50

2512.50 50

INDEX OF ROLLS

ROLL 1

ROLL 2ROLL

ROLL 7

PUBLIC HEARING DISPLAY

TBPE REGISTRATION NO. F-1046

PREPARED BY BGE, INC.

Department

of Transportation

C 2020

BY TEXAS DEPARTMENT OF TRANSPORTATION

Texas D

epartm

ent of

Transportatio

Texas D

epartm

ent of

Transportatio

Texas D

epartm

ent of

Transportatio

Texas D

epartm

ent of

Transportatio

PGL= 662.59

STA 165+16.40

BEGIN I20 MAINLANES

LL 1 O

3:1MAX

6:1USUAL

12'12'

3:1MAX

| FR RD

PROPOSED RETAINING WALL

ALONG SHARED USE PATH

4:1MAX

6:1USUAL

SHARED

REDUCED

3:1MAX

6:1USUAL

12'12'

| FR RD

SHARED

REDUCED

STA 157+00-208+75

I20 WESTBOUND FRONTAGE ROAD

6 MAINLANES

12' 12'12'12'

12' 12'12' 12'12' 12'

4:16:1

CLEAR ZONE

3:1 MAX.

6:1 USUAL

3:1 MAX.

6:1 USUAL

3:1 MAX.

6:1 USUAL

CLEAR ZONE

12'12'

[ I20I20 WESTBOUND MAINLANES

I20 EASTBOUND MAINLANES

12'12'

I20 EASTBOUND FRONTAGE ROAD

28'-40'

3:1 MAX.

6:1 USUAL

16'16'

VARIES6:1 6:1

RAMP SHLDR.

SHLDR.

PGL(MAX CUT)

(MAX FILL)

6 MAINLANES

EXISTING ROW 350'

10'5' 12'12'

PROPOSED RAMP TYPICAL SECTION

STA 208+75-225+00

I20 WESTBOUND MAINLANES I20 EASTBOUND MAINLANES

0'-24'

12'12'

12' 12'12' 12'12'12' 12'

PGL PGL

12'12'

EXISTING ROW

AND AUX LANE

5 MAINLANES

AND 2 AUX LANE

4 MAINLANES

48'-60'

RAUXAUX

RETAINING WALL

3:1MAX

6:1USUAL

12' 12'

RETAINING WALL

3:1MAX

6:1USUAL

12'12'5'

VARIES

0-12'0-12'

PROPOSED I20 TYPICAL SECTION

3:1MAX

6:1USUAL

12' 12'12'

12' 12' 6'7'

28'-40'

WUSUAL

3:1MAX

6:1USUAL

WITH TURN LANES WITH PROPOSED ROW WITH TURN LANES WITH PROPOSED ROW

WBFR STA 218+00-222+11.50 EBFR STA 214+00-216+85

STA 169+90-208+75 STA 164+52-208+75

| WBFR

| EBFR

PROPOSED FRONTAGE ROAD TYPICAL SECTIONPROPOSED FRONTAGE ROAD TYPICAL SECTION

PROPOSED I20 FRONTAGE ROAD TYPICAL SECTIONPROPOSED I20 FRONTAGE ROAD TYPICAL SECTION

12'12'

STA 223+00 -250+00

16'16'

VARIES6:1 6:1

RAMP SHLDR.

SHLDR.

PGL(MAX CUT)

(MAX FILL)

2.0% 2.0%2.0%

20'12' 12' 12' 12'

6:14:1

20' 12'12'

4' 12'

CLEAR ZONE

12' 12'

34' 34'

48'-72'

VARIES

48'-60'

VARIES

12'12' 12'

PGL PGL

CLEAR ZONE

10'10'

3:1MAX

6:1USUAL 3:1MAX

6:1USUAL

3:1MAX6:1USUAL

3:1MAX

6:1USUAL

EXISTING ROW VARIES (350'-538')

EXISTING RAMP TYPICAL SECTION

EXISTING I20 TYPICAL SECTION

| WBFR | EBFR

I20 EASTBOUND FRONTAGE ROAD

6 MAINLANES

12' 12'12'12'12' 12'12' 12'12' 12'

4:16:1

CLEAR ZONE

3:1 MAX.

6:1 USUAL

3:1 MAX.

6:1 USUAL

3:1 MAX.

6:1 USUAL

CLEAR ZONE

VARIES

12'12'

USUAL 350' VARIES (350'-565')

I20 WESTBOUND MAINLANES

12'12'

EXIST. ROW

6 MAINLANES+AUX

72'-84'

PROPOSED ROW

I20 WESTBOUND FRONTAGE ROAD

28'-40'

3:1 MAX.

6:1 USUAL

VARIES

EXIST. ROW

VARIES 2%-5.6%VARIES 2%-5.6%

STA 240+00-250+00

6 MAINLANES

12' 12'12'12'12' 12'12' 12'12' 12'12' 12'12'

[ I20I20 WESTBOUND MAINLANES

12'12'

VARIES 2%-5.6%VARIES 2%-5.6%

12'12'

12' 12'

STA 225+00-250+00

I20 EASTBOUND FRONTAGE ROADI20 WESTBOUND FRONTAGE ROAD

PATHUSE

SHARED10'

PROPOSED I20 TYPICAL SECTION

6 MAINLANES+AUX

PROPOSED I20 TYPICAL SECTION @ UPRR

12' 12'12'

12' 12'12' 12' 12'

3:1MAX

6:1USUAL

3:1MAX

6:1USUAL

NORTHBOUND MAINLANESSOUTHBOUND MAINLANESWESTBOUND FRONTAGE ROAD

5-MAINLANES

STA 162+00-164+16

5-MAINLANES

TYPICAL 400' VARIES(541'-589')

12'12'

12' 12' 12' 12'5' 10' 5'

12'12' 7'6'7'

12' 12'12'

12' 12'12' 12' 12'

3:1MAX

6:1USUAL

EASTBOUND MAINLANESWESTBOUND MAINLANES

6-MAINLANES6-MAINLANES

TYPICAL 400' VARIES(541'-589')

12'12'

7'6'7'

12' 12'12'

2' 2'PR

3:1MAX

6:1USUAL

WESTBOUND FRONTAGE ROAD

EASTBOUND FRONTAGE ROAD

5' 10' 5'

STA 193+52-195+08

PROPOSED I20 TYPICAL SECTION @ HARTMAN

PROPOSED I20 TYPICAL SECTION @ FOREST HILL

| WBFR

| EBFR

STA = 157+00.00

EL = 647.57'

(+) 0.42%(+)

L = 300.00'

K = 98

ex = 1.15'

STA = 163+00.00

EL = 668.43'

% (-) 1.94%

L = 900.00'

K = 166

ex = -6.09'

STA = 171+00.00

EL = 652.93'

(-) 1.94%(-) 0.52%

L = 200.00'

K = 141

ex = 0.35'

STA = 178+00.00

EL = 649.30'

(-) 0.52% (-) 0.78%

L = 200.00'

K = 772

ex = -0.06'

STA = 180+25.00

EL = 647.55'

(-) 0.78% (+) 0.82%

L = 200.00'

K = 125

ex = 0.40'

STA = 189+00.00

EL = 654.75'

(+) 0.82% (+) 0.69%

L = 800.00'

K = 5887

ex = -0.14'

STA = 194+75.00

EL = 658.70'

(+) 0.69% (-) 0.88%

L = 250.00'

K = 160

ex = -0.49' STA = 197+00.00

EL = 656.73'

(-) 0.88%

L = 150.00'

K = 198

ex = -0.14'

STA = 198+50.00

EL = 654.28'

(-) 1.63%(-) 0.94%

L = 150.00'

K = 215

ex = 0.13'

STA = 210+25.00

EL = 643.27'

(-) 0.94%(-) 2.15%

L = 300.00'

K = 247

ex = -0.46'

STA = 217+25.00

EL = 628.22'

(-) 2.15%(-) 0.50%

L = 300.00'

K = 182

ex = 0.62' STA = 227+25.00

EL = 623.22'

(-) 0.50% (+) 1.89

L = 500.00'

K = 209

ex = 1.50'

STA = 244+00.00

EL = 654.95'

(+) 1.89

% (-) 2.45%

L = 1,300.00'

K = 299

ex = -7.06'

+50.00

= 646.94'

+50.00

= 652.79'

+50.00

= 652.79'

+50.00

= 659.71'

+00.00

= 654.87'

+00.00

= 652.41'

+00.00

= 649.82'

+00.00

= 648.52'

+25.00

= 648.33'

+25.00

= 648.37'

+00.00

= 651.46'

+00.00

= 657.50'

+00.00

= 657.61'

+25.00

= 657.39'

+75.00

= 655.50'

+75.00

= 655.50'

+25.00

= 653.58'

+75.00

= 644.68'

+75.00

= 640.04'

+75.00

= 631.44'

+75.00

= 627.47'

+75.00

= 624.47'

+75.00

= 627.96'

+50.00

= 642.64'

STA = 152+50.00

EL = 645.68'

(+) 0.39% (+) 0.42%

L = 300.00'

K = 9750

ex = 0.01'

+00.00

= 645.10'

+00.00

= 646.31'

EXISTING PGL

EXISTING GROUND AT PGL

CONC BEAMS

PROPOSED PGL

47' 47'

152.50' PREST.

CONC BEAMS

372' PREST. TX 54

124' 124'124'

217.50' PREST.

CONC BEAMS

STA = 193+56.95

BEGIN BRIDGE

STA = 195+10.45

END BRIDGE

STA = 163+13.86

BEGIN BRIDGE

STA = 165+00.36

END BRIDGE

STA = 240+95.00

BEGIN BRIDGE

STA = 244+65.00

END BRIDGE

EL = 648.33

STA = 179+25

BEGIN I20W PGL

EL = 648.37

STA = 181+25

END I20W PGL

EL = 644.68

STA = 208+75.00

BEGIN I20W PGL

15.73'

15.65'

14.56'

15.74'

16.16'

15.69'

18.90'

19.56'

20.19'

20.40'

23.57'

26.75'

72.5'72.5'72.5'

+50.00

= 657.84'

(TO BE EXTENDED U.S. AND D.S.)

EXISTING DRAINAGE 2-48" RCP

D.S. FL=636.49, D.S. FL=636.58

U.S. FL=639.54, U.S. FL=639.64

WITHIN THE CULVERT

HGL CONTAINED

EL. 644.74

HW50-YR

EL. 645.28

HW100-YR

145+00 150+00 155+00 160+00 165+00 170+00 175+00 180+00 185+00 190+00 195+00 200+00 205+00 210+00 215+00 220+00 225+00 230+00 235+00 240+00 245+00 250+00

648.52

647.97

648.19

644.43

643.19

641.54

639.51

637.36

635.21

633.06

630.92

629.18

628.00

627.34

626.84

626.34

625.84

625.34

624.84

624.36

624.22

624.56

625.37

626.67

628.43

630.32

632.22

634.11

636.01

637.90

639.79

641.69

643.54

645.10

646.33

647.22

647.78

648.00

647.89

647.45

646.67

645.56

644.11

642.33

640.22

I-20 I-20I-20 I-20

FOREST HILL DRHARTMAN RD

FOREST HILL DR HARTMAN RD

96,900

130,500

147,300

105,200

142,200

160,500

105,200

142,200

160,500

10,300

11,600

96,900

130,500

147,300

12,900

17,700

19,700

10,800

10,100

11,400

10,100

12,500

16,900

19,100

23,500

31,900

35,700

10,400

89,300

120,200

135,700

89,300

120,200

135,700

30,300

41,100

46,100

98,000

132,400

149,500

10,600

12,200

13,800

18,600

21,100

10,700

12,000

20,300

27,400

31,000

11,400

15,400

17,400

12,000

13,600

19,100

25,800

29,100

82,500

111,000

125,300

98,000

132,400

149,500

10,400

91,200

123,200

139,100

25,900

35,000

39,500

11,000

LEGEND

1,000 - 2025 ADT

1,000 - 2045 ADT

1,000 - 2055 ADT

NOT TO SCALE

I-20I-20

LEGEND

1,000 - 2025 ADT

1,000 - 2045 ADT

1,000 - 2055 ADT

NOT TO SCALE

I-20I-20

MATCHLINE L-1

DIVISION ON 8-20-2019

APPROVED BY TXDOT TP&P

NOTE: TRAFFIC VOLUMES

ANGLIN DR

96,200

130,200

147,200

11,800

13,100

89,300

120,200

135,600

101,300

137,100

155,000

96,900

130,500

147,300

96,900

130,500

147,300

101,300

137,100

155,000

11,300

12,500

96,900

130,500

147,300

101,300

137,100

155,000

10,300

11,700

89,300

120,200

135,600

12,800

17,500

19,700

12,100

16,500

18,500

11,800

13,100

ANGLIN DRIVE

HARTMAN ROAD

FOREST HILL DRIVE

I-20 MAINLANE

PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE PROPERTY OWNERSHIP TABLE

Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/

(Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018) (Database last updated: May, 2018)

I-20 - EASTBOUND IH 20 - EASTBOUND IH 20 - EASTBOUND I-20 - WESTBOUND I-820 - SOUTHBOUND

PARCEL NO OWNER PARCEL NO OWNER PARCEL NO. OWNER PARCEL NO OWNER PARCEL NO OWNER

0-A ROSS INVESTMENTS 1 MIDWEST HOLDING CO INC. 36 RACE PARTNERS 830 RALPH J. SWAIN 798 RICHARDS REAL PROPERTY LEASING, LLC

0-B ZJ GIFTS F3 LLC 2 HALLE PROPERTIES, LLC 37 PAVILLION PARTNERS 831 EUGENE E. THOMPSON 799 CHARLES EXLEY

0-C TEXAS MED PROPERTIES LLC 3 KAL-HAR LLC 38 RACE PARTNERS 832 MARIAN SUMMERS 800 BOBBY GLENN BRYAN

0-D NET LEASE FUNDING 2005 LP 4 UAASR LLC 39 RACE PARTNERS 833 EDUARDO HINOJOSA 801 BOBBY GLENN BRYAN

0-E LUBY'S RESTAURANTS LTD 5 LLEWELLYN REALTY LP 40 CARROLL FAMILY INVESTMENTS, LTD 834 DARLENE ANN LOWE 802 LIGHTHOUSE HOMES. LLC

0-F RETAIL BUILDERS INC 6 VIEN AN TEMPLE 41 SWAIM, RALPH 835 SCOTT DAVIDSON INTEREST, INC. 803 JESUS CARRIZALES

0-G TACO BELL OF AMERICA INC 7 AMY PHAN 42 THE BEARDEN CORPORATION 836 AGAPE METROPOLITAN COMMUNITY CHURCH 804 ROBERTA B. SNEED

0-H KEITHBEV LLC 8 LINDA FAYE CONNER 43 CASUL,INC OF FORT WORTH, TEXAS 805 DORA D. OVERTON

0-I KEITHBEV LLC 9 FOREST HILL CHURCH OF CHRIST, INC 44 TRDJ HOLDINGS, LLC 837 PARAMOUNT CAPITAL INVESTMENTS LLC AND 806 JOE BRENT JOHNSON

10 CHARLES S DEEDS 45 LYNE REALTY, LP HEALTHCORE SYSTEM MANAGEMENT, LLC 807 LEE ALLAN JORDAN

PROPERTY OWNERSHIP TABLE 11 CHARLES N NORRELL 46 SAVOY PROPERTIES, LLC 838 BOARD OF TRUSTEES OF I-20 - WESTBOUND

Source: https://www.tad.org/data-download/ 12 VICTOR MURILLO 47 THE CITY OF FORT WORTH FOREST HILL UNITED METHODIST CHURCH 808 RICK ROBERTSON

(Database last updated: May, 2018) 13 CLEARTIS DARNELL 48 HEARTHSTONE PROPERTIES. DELAWARE, INC 839 UNITED LAND HOLDINGS, LTD 809 RICK L. ROBERTSON

I-20 - WESTBOUND 14 NAOMI COLEMAN AMERICAN INTERNATIONAL 840 UNITED LAND HOLDINGS, LTD 810 ARG-PAL WTX,LLC

PARCEL NO OWNER 15 CHARLEY R PIXLER 49 SOUTHERN PACIFIC RAILROAD 841 UNITED LAND HOLDINGS, LTD 811 ARG-PAL WTX,LLC

930 NEW SPIRIT OF PRAYER MINISTRIE 16 ANKUR CHAWLA 50 OAKCREST FAMILY CHURCH, INC 842 UNITED LAND HOLDINGS, LTD 812 B SMITH LLC

931 TUCKER, CHERRIE 17 NEHA CHAWLA 51 KEVIN KHORRAMI 843 820 AT FOREST HILL, LLC 813 CHRISTOPHER JERRY

932 CONCHAS RAZO, BIRIDIANA 18 NORVELL H CHANDLER 52 KENNEDALE ECONOMIC DEVELOPMENT 844 FOURSQUARE INVESTMENTS, L.P. ELIZABETH WILLIS

933 SPENCER, PAUL W 19 JAN D SR GOSS 53 KENNEDALE ECONOMIC DEVELOPMENT 845 FOURSQUARE INVESTMENTS, L.P. 814 ARTHUR L. ANDERSON

934 YOUNG, MELVIN 20 AARON C KING 54 KENNEDALE ECONOMIC DEVELOPMENT 846 MELISSA ANN KIRTLEY RISA ANDERSON

935 JOHNSON, EDWARD 21 RONALD R YOUNG 55 SUNDANCE CONSOLIDATED LLC 847 VICTOR GENIS 815 CYNTHIA E. SMITH

936 DEAN, KEYANDRA 22 OWNER UNKNOWN 848 WILLIAM LEWIS 816 ROBERTO DUENES

937 LANDRUM, ANDRE 23 BUD C TABOR 849 EDGAR ALVAREZ ZAPATA 817 JOSE C. GARCIA

938 LUERA, MANUELA S 24 LUIS ENRIQUE ALDABA RECIO 850 REFUGIO SALAZAR 818 ROBERT M. PLATT

939 WOODS, LEONARD 25 GARY B HICKS 851 RAY TURNER 819 MOODY, JACKIE L.

940 ROSS, YVONNE ELAINE 26 CITY OF FOREST HILL 852 JAMES CLIFTON LANE, JR. 820 JEFFREY BARTON

941 DUNKLEY, B A 27 A&S MOBILE SERVICES, INC 853 JOSE ANGEL GEURRERO 821 JOSE S ROSAS

942 LOWE, BRIAN 28 WILLIAM CARROLL REED 854 AGUSTIN, DIAZ 822 VICENTE RODRIGUEZ

943 DIXON, LORENZO J 29 BRET J PRIVITT 823 ELLA JEAN HOLIDAY HARDEN

944 MAULDIN, AUBREY J 30 THE FOREST HILL COMMUNITY BIBLE CHURCH 824 JUANA MARTINEZ MOORE

31 PATTON & PETERSON INSULATION, INC 825 DOUGLAS ALLEN

32 NOORANI CORPORATION 826 DANNY L. HELMS

33 IMMY CORPORATION 827 FREDERICK M. BISCHOFF

34 GT LEASING, LLC 828 CORNELIO SALVADOR

829 ANDREW JAMES SANDERS, JR.

35 D & J NILES

34-A PROVICE REALTY, LLC

LL 1 O

TARRANT COUNTY

CITY OF FOREST HILL

OTHER TxDOT PROJECTOTHER TxDOT PROJECT

EXISTING STREETS TO REMAIN

TRANSIT STATION

INTERSTATE

820INTERSTATE

INTERSTATE

20INTERSTATE

BUSINESS

NOISE BARRIER 2

NOISE BARRIER 2 NOISE BARRIER 2

PARKHANGER

PARKMEMORIALFOREST

PARKTRENTMANEMILY

RTH FORK OF SOUTH CREEKF NO BRANCH ONORTH

KREEUTH CRK OF SOTH FONOR

ROADWAY TYPE DESIGN SPEED

I-20 GENERAL PURPOSE LANES URBAN INTERSTATE

I-820 GENERAL PURPOSE LANES URBAN INTERSTATE

US 287 GENERAL PURPOSE LANES URBAN FREEWAY

COLLECTOR DISTRIBUTORS URBAN INTERSTATE 50 MPH

URBAN COLLECTOR

BY-PASS FRONTAGE ROADS URBAN COLLECTOR 40 MPH

U-TURNS URBAN COLLECTOR 15 MPH

CONNECTIONS TO CRAIG ST URBAN COLLECTOR 20 MPH

FOREST HILL DRIVE URBAN ARTERIAL

BU 287 P (MANSFIELD HIGHWAY) URBAN ARTERIAL

BOWMAN SPRINGS RD URBAN ARTERIAL

LITTLE ROAD URBAN ARTERIAL

GREEN OAKS BOULEVARD URBAN ARTERIAL

KELLY ELLIOTT ROAD URBAN ARTERIAL

MEADOWBROOK DRIVE URBAN ARTERIAL

URBAN ARTERIAL 40 MPH

SPUR 303 (ROSEDALE BOULEVARD) URBAN ARTERIAL 40 MPH

E BERRY STREET URBAN ARTERIAL

MILLER AVENUE URBAN ARTERIAL

HARTMAN ROAD URBAN COLLECTOR

ANGLIN DRIVE URBAN COLLECTOR

CRAIG STREET URBAN COLLECTOR

RAMEY AVENUE URBAN COLLECTOR

WILBARGER STREET URBAN COLLECTOR

MARTIN STREET URBAN COLLECTOR

SUNVALLEY DRIVE URBAN COLLECTOR

URBAN COLLECTOR

ERATH STREET LOCAL ROAD 30 MPH

CAREY STREET LOCAL ROAD 30 MPH

SH 180 (E LANCASTER AVENUE)

FUNCTIONAL CLASS

144+93.13 AH) - 212+00.0050 MPH - STA 155+50.00 - (309+42.31 BK =

SUBLETT ROAD URBAN ARTERIAL 40 MPH

30 MPH

30 MPHVILLAGE CREEK ROAD

70 MPH

URBAN INTERSTATE

URBAN ARTERIAL

45 MPH

50 MPH - UNLESS OTHERWISE NOTED BELOW

357+92.11 AH) - STA 365+00.00

50 MPH - STA 282+11.00 - (358+24.92 BK =

468+73.56 AH) - STA 579+85.28

70 MPH - STA 365+00.00 - (468+76.12 BK =

820S287N

287N20E

DIRECT CONNECTORS

40 MPH

45 MPH

40 MPH

45 MPH

VIL287N

RAMPS (US 287)

820NVIL, 287CDNSUN, SUN287CDS

820SMANS, 820SSUN, 20ESUN, MART820N,

GOAK20W, 820NROS, 20WMANS, MANS820N,

20EBOWM

RAMPS (I-20 AND I-820)

US287SNBFR

US287SSBFR

FRONTAGE ROADS

30 MPH - STA 220+75.00 - STA 222+25.00

30 MPH - STA 123+87.50 - STA 126+12.50

70 MPH - STA 212+00 R2 - STA 330+00 R2

DATED 8-20-2019

APPROVED BY TxDOT TP&P DIVISION

YEAR 2045 PROJECTIONS

TRAFFIC VOLUMES BASED ON

TO US 287

FROM I-20

STAIR RD

TO BRENTWOOD

FROM US 287

TO PARK SPRINGS

INTERCHANGE

FROM I-20/I820

TO FOREST HILL DR

INTERCHANGE

FROM I-20/I820

TO BISHOP STREET

FROM I-820

US 287

TO SUBLETT RD

FROM I-20

US 287

AVERAGE DAILY TRAFFIC MAINLANES - 2025 (2045) 145,300 (196,100) 110,500 (149,200) 231,200 (312,600) 202,100 (272,700) 74,100 (100,100) 73,900 (99,900)

AVERAGE DAILY TRAFFIC FRONTAGE ROADS - 2025 (2045) 31,200 (41,600) 31,200 (41,600) 37,700 (50,800) 20,500 (28,300) 14,800 (19,900) 24,200 (33,300)

DIRECTIONAL DISTRIBUTION 52.0} 52.0} 53.0} 53.0} 54.0} 54.0}

PERCENT TRUCKS OF ADT 5.5} 6.2} 8.1} 8.7} 7.2} 10.0}

K FACTOR 9.9} 9.9} 7.2} 7.2} 9.7} 9.7}

NOISE BARRIER 1NOISE BARRIER 1

[ I20 ST

A 250+00

OLL #2

NE I20

[ I20 ST

A 250+00

OLL #2

ST HIL

FOREST HILL CIR

GLIN D

ACIFIC R

PACKARD CT

N0 100 200 400

HORIZONTAL

INTERSTATE

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