TFP

Billboard

Pipe

Gate

Gate

Pipe

Pipe

Gate

TFP

Gate

Tank

Oil Well

Pipes

Tank

TFP

S

S

TFP

Sign

Billboard

Gate

S

TFP

Tank

Gates

Pipe

Pipes

Earth Work and Tree Clearing

Earth Work and Tree Clearing

Gate

Earth Work and Tree ClearingEarth Work and Tree Clearing

Sign

Gate

Sign

S

S

S

TFP

TFP

Foundation

LP

TFP

Gate

Gate

LP

LP

Gate Gate

Tank

Tank

Gate

Earth Work and Tree Clearing

Earth Work and Tree Clearing

Tank

TFP

Gate

Gate

Earth Work and Tree Clearing

Earth Work and Tree Clearing

Earth Work and Tree Clearing

LP

Gate

Antenna

TFP

Marker

Marker

Marker

Billboard

TFP

Sign

Transmission Line

Billboard

Gate

Transmission Line

Marker

Marker

Transmission Line

Marker

Transmission Line

Marker

Gate

Tank

Marker

Marker

Gate

Transmission Line

Transmission Line

Gate

Billboard

Gate

TFP

Transmission Line

Marker

Transmission Line

Transmission Line

Marker

Transmission Line

TFP

Gate

Transmission Line

Transmission Line

Billboard

Marker

Billboard

Gate

Tank

Tank

Sign

S

S

S

S

S

S

S

Pipe

S

Sign

S

S

S

Sign

S S

LP

Gate

Sign

S

Gate

Gate

S

Sign

S

S

S

Sign

S

S

S

S

S

Sign

S

S

S

S

Sign

Sign

Sign

S

S

S

S

S

S

S

S

S

Billboard

Sign

Sign

Sign

Sign

S

S

SSign

Sign

Sign

Sign

S

S

S

Sign

1285.35

1136.51

1067.80

1374.00

1404.07

1346.74

1397.11

1385.85

1408.65

1420.05

1399.35

1150.42

T

T

T

NO CODE

PK NAIL W SHINER

HM#1

PK NAIL W SHINER

HM#2

BRASS DISC IN CONC

HM#E0680062

BRASS DISC IN CONC

HM#E0680072

BRASS DISC IN CONC

HM#E0680082

PK NAIL W SHINER

HM#CP1

PK NAIL W SHINER

HM#CP2

BRASS DISC IN CONC

HM#E0680062

BRASS DISC IN CONC

HM#E0680072

BRASS DISC IN CONC

HM#E0680082

TT

T

T

T

T T

T

T

T

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP PPPP PP PP PP

PP

PP

PP

PP

PP

PP

PP

PP PP PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP PP PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

PP

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN844-288-7240

PETROLEUM ONEOK

UTILITY SIGN 844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN 844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN844-288-7240

PETROLEUM ONEOK

UTILITY SIGN844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

844-288-7240

PETROLEUM ONEOK

UTILITY SIGN

254-559-7856

NATURAL GAS HANLON

UTILITY SIGN

254-559-7856

NATURAL GAS HANLON

UTILITY SIGN

W/ METER

PP STEEL POLE

W/ METER

PP CONCRETE POLE

ELECTRIC BOX

1-800-753-5531

WEST TEXAS GULF

PETROLEUM PIPELINE

UTILITY SIGN

1-800-753-5531

WEST TEXAS GULF

PETROLEUM PIPELINE

UTILITY SIGN

ELECTRIC PANEL

ELECTRIC PANEL TRANSFORMER

FOC VAULT

FOC VAULT

FOC VAULT UTILITY SIGN FOC ATT 811

FOC VAULT

BURIED TELEPHONE EXITS R.O.W. ONTO PRIVATE PROPERTY

UTILITY

UNKNOWN

T-POST

YELLOW PAINTED

PP CONCRETE W/ METER

TXDOT CCTV CAMERA TOWER

TXDOT CCTV CAMERA TOWER

26" PIPELINE

24" PIPELINE

26" PIPELI

NE

24" PIPELI

NE

14" PIPELINE

8" PIPELINE

14" PIPELINE

8" PIPELINE

14" PIPELINE

14" PIPELINE

PO

T Sta. 1794+70.0

0

1795+00

1800+00

1805+00

1810+00

1815+00

1820+00

1825+00

1830+00

1835+00

1840+00

1845+00

1850+00

1855+00

PC Sta. 1

856+43.8

8

1860+00

PT Sta. 1

861+55.0

6

1865+00

1870+00

1875+00

PC Sta. 1877+67.0

1

1880+00 1885+00

1890+00

1895+00

1900+0

0

1905

+00

1910

+00

PT Sta. 1910+17.4

0 1915

+00

PC Sta. 1

919+50.5

1

1920

+00

1925

+00

1930+0

0

1935+00

1940+00

1945+00 1950+00

PT Sta. 1

954+65.8

9

1955+00

1960+00

1965+00

1970+00

PC Sta. 1

972+18.9

9

1975+00

1980+00

1985+00

PT Sta. 1

986+05.7

8

1990+00

1995+00

2000+00

2005+00

2010+00

2015+00

2020+00

2025+00

P.E. NUMBER P.E. NUMBERNAMENAMEP.E. NUMBER P.E. NUMBERNAMENAME

Prepared by or under the Direct Supervision of:

FOR INTERIM REVIEW ONLY. NOT FOR PERMITTING, BIDDING OR CONSTRUCTION.

PREPARED BY URS CORPORATION REGISTRATION NUMBER 3162:

SRIKRISHNA PEAPULLY 84772

LOCATION MAP (NTS)

R

Texas Department of TransportationC 2015 by Texas Department of Transportation all rights reserved

214-741-7777

DALLAS, TEXAS 75207

SUITE 6000

1950 NORTH STEMMONS FREEWAY

214-741-7777

DALLAS, TEXAS 75207

SUITE 6000

1950 NORTH STEMMONS FREEWAY

R

Texas Department of TransportationC 2015 by Texas Department of Transportation all rights reserved

Prepared by or under the Direct Supervision of:

FOR INTERIM REVIEW ONLY. NOT FOR PERMITTING, BIDDING OR CONSTRUCTION.

PREPARED BY URS CORPORATION TBPE NUMBER 3162:

ELIAS RMEILI, P.E., DISTRICT ENGINEER

DESIGN SCHEMATIC

BROWNWOOD DISTRICT

8/25/2015

SCALE: 1"=100’ H, 1"=10’ V

ELIAS RMEILI, P.E., DISTRICT ENGINEER

DESIGN SCHEMATIC

BROWNWOOD DISTRICT

8/25/2015

SCALE: 1"=100’ H, 1"=10’ V

AN COMPANY

RANGER

20

20

20

16

16

16

254

Russell

Creek

AN COMPANY

Creek

Haga

man

Lake

Creek

Creek

North

Fork

Palo

Pint

o

Branch

Neal

Creek

Colony

Russell

Bear

Creek

Jenny

Cree

k

Brush

Creek

West

Fork

Palo

Pinto

Creek

Sout

h

Fork

Palo

PintoCreek

Middle

Bran

chRush

Creek

South

ForkPal

o

Pinto

Jim

Rush

UP RR

20

254

571

254

101

717

2461

16

20

16

571

570

571

Creek

1.0

AIR

PO

RT

MU

NIC

IPA

L

RA

NG

ER

3.2

1.1

2.2

2.0

5.5

1.3

8.0

2.4

PO

P 2,8

03

2.4

6.7

5.3

16.1

RA

NG

ER

3.6

0.2

3.6

7.57.57.5

LENGTH: 3.09 MILES

RURAL INTERSTATE

FUNCTIONAL CLASSIFICATION:

CSJ:0007-06-084

EASTLAND COUNTY, TEXAS

LP 254 TO 0.50 MILE EAST OF SH 16

FROM APPROX. 3.5 MILES EAST OF

IH 20

LENGTH: 3.09 MILES

RURAL INTERSTATE

FUNCTIONAL CLASSIFICATION:

CSJ:0007-06-084

EASTLAND COUNTY, TEXAS

LP 254 TO 0.50 MILE EAST OF SH 16

FROM APPROX. 3.5 MILES EAST OF

IH 20

ON JUNE 10, 2015

TXDOT BROWNWO0D DISTRICT

TRAFFIC VOLUMES PROVIDED BY

NOTES:

IRENE ALANIS 116808 IRENE ALANIS 116808

LEGEND:

TRAFFIC DATA:

34700 - 2048 ADT

30600 - 2038 ADT

22400 - 2018 ADT

DESIGN SPEEDS

RAMPS 55 MPH

IH20 FRONTAGE ROADS 50 MPH

IH20 MAINLANES 75 MPH

DIRECTION OF TRAFFIC

PROPOSED ROW

EXISTING ROW

PROPERTY LINES

ALTERNATIVE

ALTERNATIVE

84772SRIKRISHNA PEAPULLY

CT

B

WBML

12’4’

WBML EBML

WBML WBML

EXISTING [ IH20 STATION 1856+60 TO STATION 1903+33

EXISTING [ IH20 STATION 1903+33 TO STATION 1961+50

EXISTING [ IH20 STATION 1717+09.33 TO STATION 1856+50

EXISTING IH20

4:1 USUAL

4:1

USUAL

EXISTING TYPICAL SECTION

[

6:1 USUAL

4:1 MAX

[

6:1 USUAL5:1 MAX

2.0%

6:1 USUAL

5:1 MAX

2.0%

EBML

[

6:1 USUAL3:1 MAX

EXISTING TYPICAL SECTION

EXISTING TYPICAL SECTION

[ [

[

USUAL

EXISTING CROSS SLOPE

[

2% 2%

4’12’12’10’

46’

38’

42’

38’

10’12’

40’

12’ 6’ 8’12’8’ 10’ 12’6’8’

40’

12’ 8’10’

8’10’12’12’12’12’12’10’8’

| FR

PROPOSED FRONTAGE ROAD TYPICAL SECTION PROPOSED RAMP TYPICAL SECTION

PROPOSED TYPICAL SECTION

6:1 USUAL

2% USUAL6:1 USUAL

2% USUAL 2% USUAL

3:1

* FUTURE SHLDR

** SHLDR/FUTURE TRAVEL LANE

***

CEMENT STABILIZED BASE 6"

CONC PAVMT (CRCP)(13")

ASPH CONC PAV (TY C)(3")

[

8’12’12’

12’12’10’ 12’

59’

12’ 10’12’

16’

PGL

PGL

8’8’

41.5’

ZONECLEAR

USUAL

6:12% USUAL2% USUAL

3:1

12’ 12’ 10’12’

59’

12’10’ 12’

16’

8’ 8’

41.5’

ZONECLEAR

USUAL6:1

6:1

USUAL

3’

3:1

16’

6:1

USUAL

3’

3:116’

CEMENT STABILIZED BASE 6"

CONC PAVMT (CRCP)(13")

ASPH CONC PAV (TY C)(3")

8’

CEMENT STABILIZED BASE 6"

CONC PAVMT (CRCP)(13")

ASPH CONC PAV (TY C)(3")

6:16:1

2% USUAL

6’ 14’ 2’

PGL

| RAMP

1407.25

+0.501% -3.500%

-3.500%-0.807% 1

089.75

VP

C

ST

A 1879

+50.00

VP

T

ST

A 1892

+50.00

VP

C

ST

A 1972

+50.00

VP

T

ST

A 1979

+50.00

-3.500%

-0.807%

EL

= 1410.11

EL

= 1390.62

EL

= 1110.62

EL

= 1095.55

L = 700.00’K = 260ex = 2.36’EL = 1098.37’VPI STA 1976+00.00

L = 1300.00’K = 325ex = -6.50’EL = 1413.37’VPI STA 1886+00.00

1407.86

1410.32

1408.21

1398.41

1381.87

1364.37

1346.87

1329.37

1311.87

1294.37

1276.87

1259.37

1241.87

1224.37

1206.87

1189.37

1171.87

1154.37

1136.87

1119.37

1103.07

1095.14

1091.11

1413.28

1417.13

1407.90

1387.55

1372.82

1360.38

1354.33

1338.99

1345.64

1340.48

1329.41

1265.35

1182.47

1163.06

1144.33

1133.68

1126.66

1117.26

1110.52

1102.42

1099.00

1093.70

1089.19

1875+00 1880+00 1885+00 1890+00 1895+00 1900+00 1905+00 1910+00 1915+00 1920+00 1925+00 1930+00 1935+00 1940+00 1945+00 1950+00 1955+00 1960+00 1965+00 1970+00 1975+00 1980+00 1985+00

1400

1350

1300

1250

1200

1150

1100

CURVE IH20J_12

PI 1979+12.75

N 6,865,278.4044

E 1,961,254.7874

R 17,400.00

Lc 1,386.79

T 693.76

CURVE IH20J_3

PI 1858+99.48

N 6,861,154.7822

E 1,950,278.6163

R 17,400.00

Lc 511.18

T 255.61

CURVE IH20J_6

PI 1894+37.24

N 6,861,762.3992

E 1,953,763.8365

R 5,729.58

Lc 3,250.39

T 1,670.23

CURVE IH20J_9

PI 1937+65.50

N 6,864,741.3234

E 1,957,026.9177

R 5,729.58

Lc 3,515.38

T 1,814.99

SCALE IN FEET

0’ 400’200’

WALKER

WESLEY

CHESTNUT

VANCE

BRADLEY

EARL T.EBAA IRON INC

RANCH

WILD CANYON

TxDOT

MILL

SMICHAEL

JOHNSON

DOUGLAS &

CELES

TE

MILLS

MICHAELWESLEY WALKER

FAMBRO

JAMES R.

FAMBRO

JAMES R.

FAMBRO

RANDALL

DAVID

FAMBRO

LUTHER

WESLEY WALKER

WESLEY WALKER

RANCH

BAR F

WESTBOUND IH 20EASTBOUND IH 20

1

1

EXISTING BC

EXISTING 4’X4’ BC

EXISTING OUTFALL

EXISTING BC

EXISTING 5’X2’ BC

EXISTING 4’X4’ BCEXISTING OUTFALL

EXISTING BC

SUNOCO PIPELINES

ONCOR

EXISTING BC

[ IH20

ATT FOC

LEVEL3 FOC

ONCOR

ATT TELEPHONE

CURVE IH20J 3

CURVE IH20J 12

CURVE IH20J 9

CURVE IH20J 6

4’X2’ BC

EXISTING

@ [ IH20

EXISTING GROUND

@ [ IH20

PROPOSED GROUND

IH20 FRONTAGE RD

IH20 FRONTAGE RD

EL

EV

ATI

ON

EXI

STI

NG

EL

EV

ATI

ON

PR

OP

OS

ED