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  • 1 83 ¾ 48 2 - ftp.dot.state.tx.usftp.dot.state.tx.us › pub › txdot-info › dal › sh183... · d a l l a s , t e x a s 7 5 2 4 3 tel: (972) 231-8800 fax: (972) 231-5900 design
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SHAHRIAR AZAD, P.E., 91682 8/29/2013 DESIGN SCHEMATIC NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES PREPARED UNDER THE SUPERVISION OF SHAHRIAR AZAD, P.E., 91682 8/29/2013 DESIGN SCHEMATIC NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES PREPARED UNDER THE SUPERVISION OF s:\0355\01\dgn\psande\plans\schematics\signing_scroll\0355-Signing-Loop12-01.dgn 8/29/2013 10:13:46 AM tbooth s:\0355\01\dgn\psande\plans\schematics\signing_scroll\0355-Signing-Loop12-01.dgn 8/29/2013 10:13:46 AM tbooth 0 SCALE: 1" = 100’ 100 50 50 Design Speeds AVERAGE DAILY TRAFFIC 2000 (2025) DATE SUBMITTED: DATE REVISED: DATE APPROVED: DALLAS DISTRICT WILLIAM L. HALE, P.E. DISTRICT ENGINEER DESIGN SCHEMATIC LOOP 12 - SH 183 - SPUR 482 - SH 114 NET LENGTH OF PROJECT = 5.978 MI FROM: TO: SOUTH OF UNION BOWER SOUTH OF SH 114 LOOP 12 - CSJ: 0581-02-124 FROM: TO: - FROM: TO: SPUR 482 - CSJ: 0094-03-060 FROM: TO: - SH 183 SH 114 EAST OF CARL ROAD WEST OF ELM FORK OF THE TRINITY RIVER SH 183 SOUTH OF ELM FORK OF THE TRINITY RIVER LOOP 12 SH 183 Dallas County HIGHWAY CLASSIFICATION URBAN FREEWAY JULY 2013 = 60 MPH (MAIN LANES - LP 12, SH 183, SH 114) = 55 MPH (MAIN LANES - LP 12 ASPHALT TRANS.) = 50 MPH (MAIN LANES - SPUR 482) = 60 MPH (HOV) = 45 MPH (ALL RAMPS EXCEPT NOTED BELOW) = 35 MPH (RAMP - EB SH183 TO SB LOOP 12 DC) = 40 MPH (FRONTAGE ROADS) = 35 MPH (CROSS STREETS) = 20 MPH (U-TURNS) LOOP 12: SH 183: SPUR 482: SH 114: 107,100 (177,300) 182,600 (254,200) 48,400 (65,600) 54,500 (161,300) IRVING CARROLLTON DENTON CO. DALLAS 190 161 161 161 COPPELL ADDISON FARMERS BRANCH HIGHLAND PARK PARK UNIVERSITY 121 635 114 1380 310 635 35 77 348 354 482 183 356 12 183 356 183 30 260 77 35 366 75 354 75 289 12 635 30 114 END PROJECT CSJ 0094-03-060 BL HOV183EB STA 548+00.00 END PROJECT CSJ 0094-03-060 CL ML482 STA 1159+00.00 BEGIN PROJECT CSJ 0094-03-060 BL ML114EB STA 1022+00.00 DALLAS COUNTY DALLAS DISTRICT SCALE 0 1 2 3 4 MILES C 2013 by Texas Department of Transportation; all rights reserved EXCEPTIONS: EQUATIONS: RR XINGS: NONE NONE NONE END PROJECT CSJ 0581-02-124 BEGIN PROJECT CSJ 0094-03-060 BL FRSB482 STA 1120+00.00 BEGIN PROJECT CSJ 0581-02-124 BL ML12NB STA 1331+00.00 BEGIN PROJECT CSJ 0581-02-124 BL HOV183EB STA 420+00.00 END PROJECT CSJ 0581-02-124 BL ML12NB STA 1415+00.00 BRIDGEFARMER C O N S U L T I N G E N G I N E E R S & ASSOCIATES, INC. 1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y, 4 T H F L O O R D A L L A S , T E X A S 7 5 2 4 3 TEL: (972) 231-8800 FAX: (972) 231-5900 Design Speeds AVERAGE DAILY TRAFFIC 2000 (2025) DALLAS DISTRICT WILLIAM L. HALE, P.E. DISTRICT ENGINEER DESIGN SCHEMATIC LOOP 12 - SH 183 - SPUR 482 - SH 114 NET LENGTH OF PROJECT = 5.978 MI FROM: TO: SOUTH OF UNION BOWER SOUTH OF SH 114 LOOP 12 - CSJ: 0581-02-124 FROM: TO: - FROM: TO: SPUR 482 - CSJ: 0094-03-060 FROM: TO: - SH 183 SH 114 EAST OF CARL ROAD WEST OF ELM FORK OF THE TRINITY RIVER SH 183 SOUTH OF ELM FORK OF THE TRINITY RIVER LOOP 12 SH 183 Dallas County HIGHWAY CLASSIFICATION URBAN FREEWAY JULY 2013 = 60 MPH (MAIN LANES - LP 12, SH 183, SH 114) = 55 MPH (MAIN LANES - LP 12 ASPHALT TRANS.) = 50 MPH (MAIN LANES - SPUR 482) = 60 MPH (HOV) = 45 MPH (ALL RAMPS EXCEPT NOTED BELOW) = 35 MPH (RAMP - EB SH183 TO SB LOOP 12 DC) = 40 MPH (FRONTAGE ROADS) = 35 MPH (CROSS STREETS) = 20 MPH (U-TURNS) LOOP 12: SH 183: SPUR 482: SH 114: 107,100 (177,300) 182,600 (254,200) 48,400 (65,600) 54,500 (161,300) IRVING CARROLLTON DENTON CO. DALLAS 190 161 161 161 COPPELL ADDISON FARMERS BRANCH HIGHLAND PARK PARK UNIVERSITY 121 635 114 1380 310 635 35 77 348 354 482 183 356 12 183 356 183 30 260 77 35 366 75 354 75 289 12 635 30 114 END PROJECT CSJ 0094-03-060 BL HOV183EB STA 548+00.00 END PROJECT CSJ 0094-03-060 CL ML482 STA 1159+00.00 BEGIN PROJECT CSJ 0094-03-060 BL ML114EB STA 1022+00.00 DALLAS COUNTY DALLAS DISTRICT SCALE 0 1 2 3 4 MILES C 2013 by Texas Department of Transportation; all rights reserved EXCEPTIONS: EQUATIONS: RR XINGS: NONE NONE NONE END PROJECT CSJ 0581-02-124 BEGIN PROJECT CSJ 0094-03-060 BL FRSB482 STA 1120+00.00 BEGIN PROJECT CSJ 0581-02-124 BL ML12NB STA 1331+00.00 BEGIN PROJECT CSJ 0581-02-124 BL HOV183EB STA 420+00.00 END PROJECT CSJ 0581-02-124 BL ML12NB STA 1415+00.00 BRIDGEFARMER C O N S U L T I N G E N G I N E E R S & ASSOCIATES, INC. 1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y, 4 T H F L O O R D A L L A S , T E X A S 7 5 2 4 3 TEL: (972) 231-8800 FAX: (972) 231-5900 DATE SUBMITTED: DATE REVOSED: DATE APPROVED: 0 SCALE: 1" = 100’ 100 50 50 J J J J T J J T J J J J J J U J FUEL J J J J J J J J J J T J U P P T J J J T T U U J U U U J TELE J J U J J J U U J G J U U J G G U FUEL FUEL FUEL FUEL FUEL FUEL FUEL FUEL J G G J T TELE FUEL FUEL J J T U U U FUEL W.E. 464.7 W.E. 484.3 Gate Gate MH Sign Paved Parking Paved Parking Paved Parking FH TFP Inlet TFP S MH Sign TFP LP LP FH MH MH MH MH Sign S MH FH LP S Guard Posts S Sign Guard Posts S S Paved Parking Inlets Gate Inlets TFP Guard Posts Tank Tanks Inlet Sign Sign Paved Parking Unpaved Parking Unpaved Parking LP Transmission Line Tower Unpaved Parking Transmission Line Tower Gate Paved Parking Paved Parking Gate TFP LP Culvert Guard Posts AC Units AC Units Guard Posts 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 1330+00 1335+00 1340+00 1345+00 1350+00 1355+00 1360+00 1365+00 1370+00 1375+00 UNION BOWER RD UNION BOWER RD HINTON DR DARR ST TUCASA DR GRAUWYLER RD GRAUWYLER RD LOOP 12 LOOP 12 LOOP 12 MATCH LINE ML12NB STA 1374+00 BL ML12NB BL ML12SB Roll: 1 of 8 Roll: 1 of 8 E PIONEER DR TRE RR 1 M I L E S P U R 4 8 2 T E X A S 1 8 3 E X I T U n i v o f D a l l a s T e x a s P l a z a D r 4 D F W G r a u w y l e r R d U n i o n B o w e r R d U n i o n R d B o w e r 4 D F W E X I T O N L Y T E X A S 1 8 3 T E X A S 1 8 3 S P U R 4 8 2 W E S T E A S T E X I T S P U R 4 8 2 T E X A S 1 8 3 T E X A S 1 8 3 O N L Y W E S T E A S T T E X A S 1 8 3 … S P U R 4 8 2 T E X A S 1 1 4 W E S T T e x a s P l a z a D r ‰ R I G H T N E X T D F W A i r p o r t

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Page 1: 1 83 ¾ 48 2 - ftp.dot.state.tx.usftp.dot.state.tx.us › pub › txdot-info › dal › sh183... · d a l l a s , t e x a s 7 5 2 4 3 tel: (972) 231-8800 fax: (972) 231-5900 design

SHAHRIAR AZAD, P.E., 91682

8/29/2013

DESIGN SCHEMATIC

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES

PREPARED UNDER THE SUPERVISION OF

SHAHRIAR AZAD, P.E., 91682

8/29/2013

DESIGN SCHEMATIC

NOT INTENDED FOR

CONSTRUCTION, BIDDING,

OR PERMIT PURPOSES

PREPARED UNDER THE SUPERVISION OF

s:\

0355\0

1\d

gn\p

sande\p

lans\s

chem

ati

cs\s

ignin

g_scroll

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gn

8/2

9/2

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10

:13

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tbooth

s:\

0355\0

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gn\p

sande\p

lans\s

chem

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cs\s

ignin

g_scroll

\0355-S

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g-L

oop12-01.d

gn

8/2

9/2

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10

:13

:46

AM

tbooth

0

SCALE: 1" = 100’

10050 50

Design Speeds

AVERAGE DAILY TRAFFIC 2000 (2025)

DATE SUBMITTED:

DATE REVISED:

DATE APPROVED:

DALLAS DISTRICT

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

DESIGN SCHEMATIC

LOOP 12 - SH 183 - SPUR 482 - SH 114NET LENGTH OF PROJECT = 5.978 MI

FROM:

TO:

SOUTH OF UNION BOWER

SOUTH OF SH 114

LOOP 12 -

CSJ: 0581-02-124

FROM:

TO:

-

FROM:

TO:

SPUR 482 -

CSJ: 0094-03-060

FROM:

TO:

-

SH 183

SH 114

EAST OF CARL ROAD

WEST OF ELM FORK OF THE TRINITY RIVER

SH 183

SOUTH OF ELM FORK OF THE TRINITY RIVER

LOOP 12

SH 183

Dallas County

HIGHWAY CLASSIFICATIONURBAN FREEWAY

JULY 2013

= 60 MPH (MAIN LANES - LP 12, SH 183, SH 114)

= 55 MPH (MAIN LANES - LP 12 ASPHALT TRANS.)

= 50 MPH (MAIN LANES - SPUR 482)

= 60 MPH (HOV)

= 45 MPH (ALL RAMPS EXCEPT NOTED BELOW)

= 35 MPH (RAMP - EB SH183 TO SB LOOP 12 DC)

= 40 MPH (FRONTAGE ROADS)

= 35 MPH (CROSS STREETS)

= 20 MPH (U-TURNS)

LOOP 12:

SH 183:

SPUR 482:

SH 114:

107,100 (177,300)

182,600 (254,200)

48,400 (65,600)

54,500 (161,300)

IRVING

CARROLLTON

DENTON CO.

DALLAS

190

161

161

161

COPPELL

ADDISON

FARMERS BRANCH

HIGHLAND

PARK

PARK

UNIVERSITY

121

635

114

1380

310

635

35

77

348354

482

183

356

12

183

356

183

30 260

77

35

366

75

354

75

289

12

635

30

114

END PROJECT

CSJ 0094-03-060

BL HOV183EB

STA 548+00.00

END PROJECT

CSJ 0094-03-060

CL ML482

STA 1159+00.00

BEGIN PROJECT

CSJ 0094-03-060

BL ML114EB

STA 1022+00.00

DALLAS COUNTY

DALLAS DISTRICT

SCALE 0 1 2 3 4 MILES

C 2013 by Texas Department of Transportation; all rights reserved

EXCEPTIONS:

EQUATIONS:

RR XINGS:

NONE

NONE

NONE

END PROJECT

CSJ 0581-02-124

BEGIN PROJECT

CSJ 0094-03-060

BL FRSB482

STA 1120+00.00

BEGIN PROJECT

CSJ 0581-02-124

BL ML12NB

STA 1331+00.00

BEGIN PROJECT

CSJ 0581-02-124

BL HOV183EB

STA 420+00.00

END PROJECT

CSJ 0581-02-124

BL ML12NB

STA 1415+00.00

BRIDGEFARMER

C O N S U L T I N G E N G I N E E R S

& ASSOCIATES, INC.

1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,

4 T H F L O O R

D A L L A S , T E X A S 7 5 2 4 3

TEL: (972) 231-8800 FAX: (972) 231-5900

Design Speeds

AVERAGE DAILY TRAFFIC 2000 (2025)

DALLAS DISTRICT

WILLIAM L. HALE, P.E. DISTRICT ENGINEER

DESIGN SCHEMATIC

LOOP 12 - SH 183 - SPUR 482 - SH 114NET LENGTH OF PROJECT = 5.978 MI

FROM:

TO:

SOUTH OF UNION BOWER

SOUTH OF SH 114

LOOP 12 -

CSJ: 0581-02-124

FROM:

TO:

-

FROM:

TO:

SPUR 482 -

CSJ: 0094-03-060

FROM:

TO:

-

SH 183

SH 114

EAST OF CARL ROAD

WEST OF ELM FORK OF THE TRINITY RIVER

SH 183

SOUTH OF ELM FORK OF THE TRINITY RIVER

LOOP 12

SH 183

Dallas County

HIGHWAY CLASSIFICATIONURBAN FREEWAY

JULY 2013

= 60 MPH (MAIN LANES - LP 12, SH 183, SH 114)

= 55 MPH (MAIN LANES - LP 12 ASPHALT TRANS.)

= 50 MPH (MAIN LANES - SPUR 482)

= 60 MPH (HOV)

= 45 MPH (ALL RAMPS EXCEPT NOTED BELOW)

= 35 MPH (RAMP - EB SH183 TO SB LOOP 12 DC)

= 40 MPH (FRONTAGE ROADS)

= 35 MPH (CROSS STREETS)

= 20 MPH (U-TURNS)

LOOP 12:

SH 183:

SPUR 482:

SH 114:

107,100 (177,300)

182,600 (254,200)

48,400 (65,600)

54,500 (161,300)

IRVING

CARROLLTON

DENTON CO.

DALLAS

190

161

161

161

COPPELL

ADDISON

FARMERS BRANCH

HIGHLAND

PARK

PARK

UNIVERSITY

121

635

114

1380

310

635

35

77

348354

482

183

356

12

183

356

183

30 260

77

35

366

75

354

75

289

12

635

30

114

END PROJECT

CSJ 0094-03-060

BL HOV183EB

STA 548+00.00

END PROJECT

CSJ 0094-03-060

CL ML482

STA 1159+00.00

BEGIN PROJECT

CSJ 0094-03-060

BL ML114EB

STA 1022+00.00

DALLAS COUNTY

DALLAS DISTRICT

SCALE 0 1 2 3 4 MILES

C 2013 by Texas Department of Transportation; all rights reserved

EXCEPTIONS:

EQUATIONS:

RR XINGS:

NONE

NONE

NONE

END PROJECT

CSJ 0581-02-124

BEGIN PROJECT

CSJ 0094-03-060

BL FRSB482

STA 1120+00.00

BEGIN PROJECT

CSJ 0581-02-124

BL ML12NB

STA 1331+00.00

BEGIN PROJECT

CSJ 0581-02-124

BL HOV183EB

STA 420+00.00

END PROJECT

CSJ 0581-02-124

BL ML12NB

STA 1415+00.00

BRIDGEFARMER

C O N S U L T I N G E N G I N E E R S

& ASSOCIATES, INC.

1 2 8 0 1 N O R T H C E N T R A L E X P R E S S W A Y,

4 T H F L O O R

D A L L A S , T E X A S 7 5 2 4 3

TEL: (972) 231-8800 FAX: (972) 231-5900

DATE SUBMITTED:

DATE REVOSED:

DATE APPROVED:

0

SCALE: 1" = 100’

10050 50

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Parish Strategic Plan 2017-2021 - Edl analysis & Parish Surveys information 1 St. Joseph Catholic Church 600 S. Jupiter Road, Richardson, TX 75081 Phone 972-231-2951, Fax: 972-231-2875,

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