1
5 / 9 / 2016 J :\ 0121 . 069 . 001 \ 07 . 00 CADD\ F M 2 493 \ CADD\ 01 - S c h e m a ti c - P E R E xh i b it s \ F M 2493_ S CHE M _ R T _02 . dgn 3 : 15 : 02 P M 5 / 9 / 2016 J :\ 0121 . 069 . 001 \ 07 . 00 CADD\ F M 2493 \ CADD\ 01 - S c h e m a ti c - P E R E xh i b it s \ F M 2493_ S CHE M _ R T _02 . dgn 3 : 15 : 02 P M OR PERMIT PURPOSES CONSTRUCTION, BIDDING, NOT INTENDED FOR PREPARED UNDER THE SUPERVISION OF P.E. # DATE 78057 N.T.S. LOCATION MAP Texas Department of Transportation DATE: PRELIMINARY DESIGN SCHEMATIC SMITH COUNTY & CHEROKEE COUNTY PROJECT LENGTH: 6.543 MILES FM 2493 TYLER DISTRICT DENNIS R. COOLEY, P.E. TYLER DISTRICT ENGINEER B U LL A R D FLINT TE A S EL V I LLE GROVE WA L N U T VERNON WEBB, P.E. & DEVELOPMENT DIRECTOR OF TRANSPORTATION, PLANNING CSJ: 0191-03-083 & 0191-04-008 (FM346 IN FLINT TO FM 344) ADT FM 2493 (FM 344 TO US 69 NEAR BULLARD) ADT FM 2493 2045 = 7,300 2035 = 6,600 2015 = 4,500 60 MPH DESIGN SPEED FUNCTIONAL CLASS 45 MPH RURAL ARTERIAL URBAN ARTERIAL V : 1 " = 10 ' S C A LE : H : 1 " = 100 ' 0 400 100 200 300 PROPOSED EDGE OF PAVEMENT LEGEND PROPOSED TRAFFIC DIRECTION 2045 = 11,800 2035 = 10,400 2015 = 7,000 EXISTING PROPERTY LINE EXISTING ROW BEGIN PROJECT END PROJECT TO US 69 IN BULLARD LIMITS: FROM FM 346 IN FLINT PROPOSED ROADWAY (ALTERNATIVE 3) PROPOSED ROW TIE-IN CONSTRUCTION LINE STATE ROW (PREVIOUS RAILROAD CORRIDOR) MAY 2016 LYNN A. PIPKIN, P.E. 4. 1 4. 9 5.1 Corinth Tarrant 0. 3 1.4 SCHOOLHOUSE 346 2137 344 2493 69 2493 69 LI MI TS BULLARD CI TY LANE 12' LANE 12' 16' 2% 2% 78' TURN LANE 2 WAY LEFT P RO P RO W LANE 12' BIKE 5' LANE LANE 12' LANE 12' LANE 12' PROP STM SWR 5' SIDEWALK PROP STM SWR 5' SIDEWALK L FM 2493 C 2' 10' (MIN) 12' (DES) 10' (MIN) 12' (DES) SECTION B NTS 5 LANE URBAN SECTION WITH BIKE LANE P RO P RO W 2' BIKE 5' LANE 4 : 1 T Y P 4 : 1 T Y P VARIES FROM 118' TO 240' LANE 12' 16' 2% TURN LANE 2 WAY LEFT LANE 12' P RO P RO W 6 : 1 T Y P 4 : 1 T Y P L FM 2493 C 10' SHLD LANE 12' 2% LANE 12' 4 : 1 T Y P 10' SHLD P RO P RO W 84' 2' 2' 2% 2% 30' CLEAR ZONE 30' CLEAR ZONE SECTION A NTS 5 LANE RURAL SECTION VARIES FROM 158' TO 270' 6 : 1 T Y P (-) 2 . 1785 % STA = 638+50.00 EL = 502.71' ( -) 2 . 1785 % ( + ) 0 . 2029 % L = 325.00' K = 136 ex = 0.97' STA = 644+00.00 EL = 503.83' ( + ) 0 . 2029 % (-) 1 . 2029 % L = 215.00' K = 153 ex = -0.38' STA = 657+00.00 EL = 488.19' (-) 1 . 2029 % (- ) 2 . 4192 % L = 185.00' K = 152 ex = -0.28' STA = 667+00.00 EL = 464.00' ( - ) 2 . 419 2 % ( + ) 2 . 3842 % L = 655.00' K = 136 ex = 3.93' STA = 675+50.00 EL = 484.27' ( + ) 2 . 3 8 4 2 % (-) 0 . 3000 % L = 410.00' K = 153 ex = -1.38' STA = 693+23.50 EL = 478.95' (-) 0 . 3000 % ( + ) 0 . 1774 % L = 145.00' K = 304 ex = 0.09' STA = 702+00.00 EL = 480.50' ( + ) 0 . 1774 % ( + ) 0 . 5612 % STA = 710+00.00 EL = 484.99' ( + ) 0 . 5612 % ( + ) 0 . 6869 % STA = 718+75.00 EL = 491.00' ( + ) 0 . 6 8 69 % (-) 0 . 1801 % L = 180.00' K = 208 ex = -0.20' STA = 725+00.00 EL = 489.87' (-) 0 . 180 1 % ( + ) 0 . 760 5 % L = 635.00' K = 675 ex = 0.75' STA = 737+00.00 EL = 499.00' ( + ) 0 . 76 0 5 % ( - ) 0 . 4 40 8 % L = 135.00' K = 112 ex = -0.20' V P T 627 + 04. 00 EL . = 527 . 68 ' V P C 6 36 + 87 . 5 0 EL . = 506 . 2 5 ' V P T 6 40 + 12 . 5 0 EL . = 5 03 . 04' V P C 6 42 + 92 . 50 EL . = 5 03 . 6 1 ' V P T 645 + 07 . 5 0 EL . = 5 02 . 5 4' V P C 6 56 + 07 . 50 EL . = 489 . 3 1 ' V P T 657 + 9 2 . 50 EL . = 48 5 . 95 ' V P C 663 + 72 . 50 EL . = 471 . 92 ' V P T 670+ 2 7 . 50 EL . = 471 . 81 ' V P C 67 3 + 45 . 00 EL . = 479 . 38 ' V P T 677 + 55 . 00 EL . = 483 . 65 ' V P C 69 2 + 51 . 00 EL . = 47 9 . 16 ' V P T 693 + 96 . 00 EL . = 479 . 07 ' V P C 717 + 8 5 . 00 EL . = 490. 38 ' V P T 719 + 65 . 00 EL . = 490. 84' V P C 721 + 82 . 50 EL . = 490. 45 ' V P T 728 + 17 . 50 EL . = 492 . 29 ' V P C 736 + 32 . 50 EL . = 498 . 49 ' V P T 737 + 67 . 50 EL . = 498 . 70' 625+00 635+00 645+00 655+00 665+00 675+00 685+00 695+00 705+00 715+00 725+00 735+00 550 540 530 520 510 500 490 480 470 460 450 440 PROP GRADE PROP GRADE PROP GRADE EXIST GRADE EXIST GRADE EXIST GRADE STA 665+79 3-8'X5' RCB STA 682+24 36" RCP STA 683+48 36" RCP STA 693+75 30" RCP STA 701+76 2-6'x6' RCB 712+69 STA 2-24" RCP STA 719+32 3-24" RCP STA 730+83 2-24" RCP S M I T H C OUN T Y C H ER OK EE C OUN T Y 346 346 346 2868 2493 2493 344 344 344 756 2493 69 69 69 POND POND A B A B PROPOSED 3-8'X5' RCB PROPOSED 36" RCP PROPOSED 36" RCP PROPOSED 30" RCP PROPOSED 2-6'X6' RCB PROPOSED 2-24" RCP PROPOSED 3-24" RCP PROPOSED 2-24" RCP E X I S T R O W EXIST ROW EXIST ROW PROP ROW E X I S T R O W E X I S T R O W E X I S T R O W E X I S T R O W EXIST ROW E X I S T R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W E X I S T R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W P R O P R O W 550 540 530 520 510 500 490 480 470 460 450 440 529. 73 526. 46 523 . 20 521 . 42 518 . 72 516. 57 514. 35 511 . 98 510. 31 508 . 77 507 . 06 505 . 21 504. 32 503 . 38 502. 45 501 . 83 502. 45 503 . 66 504. 25 503 . 90 502. 42 500. 50 498 . 65 497 . 40 495 . 10 493 . 73 491 . 98 491 . 28 491 . 44 492. 13 490. 24 488 . 33 48 6. 30 483 . 39 481 . 06 47 8 . 15 474. 37 471 . 84 468 . 30 466. 66 462. 63 467 . 71 468 . 73 468 . 68 471 . 7 1 473 . 70 475 . 93 478 . 62 479 . 71 481 . 99 483 . 20 483 . 41 482. 85 481 . 48 480. 32 478 . 77 47 6. 30 476 . 23 479. 02 478 . 62 478 . 83 478 . 8 1 479. 57 480. 26 480. 15 47 9. 34 477 . 42 477 . 08 477 . 88 47 9. 06 479. 35 479. 45 478 . 97 477 . 50 475 . 68 474. 57 472. 94 475 . 86 476 . 98 478 . 75 480. 66 482. 15 483 . 69 485 . 52 485 . 46 486. 66 484. 72 484. 47 483 . 97 483 . 75 484. 03 484. 43 484. 61 486 . 46 484. 76 484. 82 485 . 43 487 . 65 489. 29 490. 85 491 . 27 491 . 80 491 . 91 491 . 09 491 . 16 491 . 53 492. 65 494. 25 495 . 35 496. 66 498 . 00 498 . 06 496. 64 495 . 91 529. 59 527 . 77 525 . 59 523 . 41 521 . 23 519. 05 516. 87 514. 70 512. 52 510. 34 508 . 16 505 . 99 504. 27 503 . 28 503 . 02 503 . 22 503 . 42 503 . 63 503 . 45 502. 63 501 . 42 500. 22 499. 02 497 . 82 496. 61 495 . 41 494. 21 493 . 00 491 . 80 490. 60 489. 40 487 . 91 48 5 . 77 483 . 35 480. 93 47 8 . 52 476. 10 473 . 68 471 . 29 469. 43 468 . 32 467 . 93 468 . 28 469. 36 471 . 18 473 . 54 475 . 92 478 . 31 480. 59 482 . 29 483 . 33 483 . 72 483 . 52 483 . 22 482. 92 482. 62 482. 32 482. 02 481 . 72 481 . 42 481 . 12 480. 82 480. 5 2 480. 22 479. 92 47 9. 62 479. 32 479. 06 479. 08 47 9. 26 479. 44 479. 61 479. 79 479. 97 480. 15 480. 32 480. 50 481 . 06 481 . 62 482 . 18 482. 74 483 . 31 483 . 87 484. 43 484. 99 485 . 68 486. 36 487 . 05 487 . 74 488 . 42 489 . 11 489. 80 490. 48 490. 85 490. 77 490. 59 490. 42 490. 34 490. 40 490. 62 490. 99 491 . 50 492. 16 492. 92 493 . 68 494. 44 495 . 20 495 . 96 496. 72 497 . 48 498 . 24 498 . 80 498 . 56 M A T C HL I N E S T A 62 5 + 00 M A T C H L I N E S T A 7 3 9 + 0 0 M A T C H L I N E S T A 625 + 00 M A T C H L I N E S T A 7 3 9 + 0 0 P R O P ELE V E X S T EL E V 6 25 + 00 6 30 + 00 635 + 00 640 + 00 645 + 00 6 5 0 + 00 6 5 5 + 00 6 60 + 00 665 + 00 670 + 00 675 + 00 680 + 00 685 + 00 690 + 0 0 6 95 + 00 700+00 705 + 00 710 + 00 715 + 00 720 + 00 725 + 00 730 + 00 735 + 00 C R 1 50 CR 177 CR 1 52 W CR 152 W T HA M E S DR BR OOK H I LL S C HOO L BR OOK H I LL S C HOO L S A LE S & S E R V I C E E QU I P M E N T E A S T T E XA S C HU RC H B A P T I S T S OU T H E R N B U L L A R D F M 2493 F M 24 93 F M 2 493 F M 2 4 9 3

L 0 APROPOSED 36 RCP B - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/bry/projects/fm2493/alt-3-page... · l = 180.00' k = 208 ex = -0.20' sta = 725+00.00 el = 489.87')0.01+

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Page 1: L 0 APROPOSED 36 RCP B - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/bry/projects/fm2493/alt-3-page... · l = 180.00' k = 208 ex = -0.20' sta = 725+00.00 el = 489.87')0.01+

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OR PERMIT PURPOSES

CONSTRUCTION, BIDDING,

NOT INTENDED FOR PREPARED UNDER THE SUPERVISION OF

P.E. # DATE

78057

N.T.S.

LOCATION MAP

Texas

Department

of Transportation

DATE:

PRELIMINARY DESIGN SCHEMATIC

SMITH COUNTY & CHEROKEE COUNTY

PROJECT LENGTH: 6.543 MILES

FM 2493

TYLER DISTRICT

DENNIS R. COOLEY, P.E.

TYLER DISTRICT ENGINEER

BULLARD

FLINT

TEASELVILLE

GROVE

WALNUT

VERNON WEBB, P.E.

& DEVELOPMENT

DIRECTOR OF TRANSPORTATION, PLANNING

CSJ: 0191-03-083 & 0191-04-008

(FM346 IN FLINT TO FM 344)

ADT FM 2493

(FM 344 TO US 69 NEAR BULLARD)

ADT FM 2493

2045 = 7,300

2035 = 6,600

2015 = 4,50060 MPH

DESIGN SPEED FUNCTIONAL CLASS

45 MPH

RURAL ARTERIAL

URBAN ARTERIAL

V: 1"= 10'

SCALE: H: 1"=100'

0 400100 200 300

PROPOSED EDGE OF PAVEMENT

LEGEND

PROPOSED TRAFFIC DIRECTION

2045 = 11,800

2035 = 10,400

2015 = 7,000

EXISTING PROPERTY LINE

EXISTING ROW

BEGIN PROJECT

END PROJECT

TO US 69 IN BULLARD

LIMITS: FROM FM 346 IN FLINT

PROPOSED ROADWAY (ALTERNATIVE 3)

PROPOSED ROW

TIE-IN CONSTRUCTION LINE

STATE ROW (PREVIOUS RAILROAD CORRIDOR)

MAY 2016

LYNN A. PIPKIN, P.E.

4.1

4.9

5.1

Corinth

Tarrant

0.3

1.4SC

HO

OL H

OU

SE

346

2137

344

2493

69

2493

69

LIM

ITS

BU

LL

AR

D

CIT

Y

LANE

12'

LANE

12'

16'

2% 2%

78'

TURN LANE

2 WAY LEFT

PR

OP R

OW

LANE

12'

BIKE

5'

LANELANE

12'

LANE

12'

LANE

12'

PROP STM SWR

5' SIDEWALK

PROP STM SWR

5' SIDEWALK

L FM 2493C

2'

10' (MIN)

12' (DES)

10' (MIN)

12' (DES)

SECTION B

NTS5 LANE URBAN SECTION WITH BIKE LANE

PR

OP R

OW 2'

BIKE

5'

LANE

4:1 TYP4:1 TYP

VARIES FROM 118' TO 240'

LANE

12'

16'

2%

TURN LANE

2 WAY LEFT LANE

12'

PR

OP R

OW

6:1 TYP4:1 TYP

L FM 2493C

10'

SHLD LANE

12'

2%

LANE

12'

4:1 TYP

10'

SHLD

PR

OP R

OW

84'

2' 2'

2% 2%

30'

CLEAR ZONE

30'

CLEAR ZONE

SECTION A

NTS5 LANE RURAL SECTION

VARIES FROM 158' TO 270'

6:1 TYP

(-)2.1785 %

STA = 638+50.00

EL = 502.71'

(-)2.1785 %(+)0.2029 %

L = 325.00'

K = 136ex = 0.97'

STA = 644+00.00

EL = 503.83'

(+)0.2029 % (-)1.2029 %

L = 215.00'

K = 153ex = -0.38'

STA = 657+00.00

EL = 488.19'

(-)1.2029 % (-)2.4192 %

L = 185.00'

K = 152ex = -0.28'

STA = 667+00.00

EL = 464.00'

(-)2.4192 % (+)2.384

2 %

L = 655.00'

K = 136

ex = 3.93'

STA = 675+50.00

EL = 484.27'

(+)2.384

2 %(-)0.3000 %

L = 410.00'

K = 153

ex = -1.38'

STA = 693+23.50

EL = 478.95'

(-)0.3000 % (+)0.1774 %

L = 145.00'

K = 304ex = 0.09'

STA = 702+00.00

EL = 480.50'

(+)0.1774 % (+)0.5612 %STA = 710+00.00

EL = 484.99'

(+)0.5612 % (+)0.6869 %

STA = 718+75.00

EL = 491.00'

(+)0.6869 % (-)0.1801 %

L = 180.00'

K = 208ex = -0.20'

STA = 725+00.00

EL = 489.87'

(-)0.1801 % (+)0.7605 %

L = 635.00'

K = 675

ex = 0.75'

STA = 737+00.00

EL = 499.00'

(+)0.7605 % (-)0.4408 %

L = 135.00'

K = 112ex = -0.20'

VPT

627+0

4.0

0

EL.

=

527.6

8'

VP

C

636

+87.5

0

EL.

=

50

6.2

5'

VPT

640

+12.5

0

EL.

=

50

3.0

4'

VP

C

642

+92.5

0

EL.

=

50

3.6

1'

VPT

645+0

7.5

0

EL.

=

50

2.5

4'

VP

C

656

+0

7.5

0

EL.

=

489.3

1'

VPT

657+92.5

0

EL.

=

485.9

5'

VP

C

663+72.5

0

EL.

=

471.9

2'

VPT

670

+27.5

0

EL.

=

471.8

1'

VP

C

673+45.0

0

EL.

=

479.3

8'

VPT

677+55.0

0

EL.

=

483.6

5'

VP

C

692

+51.0

0

EL.

=

479.1

6'

VPT

693+96.0

0

EL.

=

479.0

7'

VP

C

717+85.0

0

EL.

=

490.3

8'

VPT

719

+65.0

0

EL.

=

490.8

4'

VP

C

721+82.5

0

EL.

=

490.4

5'

VPT

728+17.5

0

EL.

=

492.2

9'

VP

C

736

+32.5

0

EL.

=

498.4

9'

VPT

737+67.5

0

EL.

=

498.7

0'

625+00 635+00 645+00 655+00 665+00 675+00 685+00 695+00 705+00 715+00 725+00 735+00

550

540

530

520

510

500

490

480

470

460

450

440

PROP GRADE

PROP GRADE

PROP GRADE

EXIST GRADE

EXIST GRADE

EXIST GRADE

STA 665+793-8'X5' RCB

STA 682+2436" RCP

STA 683+4836" RCP

STA 693+7530" RCP

STA 701+762-6'x6' RCB

712+69STA 2-24" RCP

STA 719+323-24" RCP

STA 730+832-24" RCP

SM ITH CO UN TY

CHERO KEE CO UN TY

346

346

346

2868

2493

2493

344

344

344

756

2493

69

69

69

PO

ND

PO

ND

A B

A B

PROPOSED 3-8'X5' RCB

PROPOSED 36" RCPPROPOSED 36" RCP

PROPOSED 30" RCP

PROPOSED 2-6'X6' RCB

PROPOSED 2-24" RCP

PROPOSED 3-24" RCP

PROPOSED 2-24" RCP

EXIST ROW

EXIST ROW

EXIST ROW

PROP ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

EXIST ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

PROP ROW

EXIST ROW

PROP ROW

PROP ROW

PROP ROW PROP ROW

PROP ROW

550

540

530

520

510

500

490

480

470

460

450

440529.7

3

526.4

6

523.2

0

521.4

2

518.7

2

516.5

7

514.3

5

511.9

8

510.3

1

50

8.7

7

50

7.0

6

50

5.2

1

50

4.3

2

50

3.3

8

50

2.4

5

50

1.8

3

50

2.4

5

50

3.6

6

50

4.2

5

50

3.9

0

50

2.4

2

50

0.5

0

498.6

5

497.4

0

495.1

0

493.7

3

491.9

8

491.2

8

491.4

4

492.1

3

490.2

4

488.3

3

486.3

0

483.3

9

481.0

6

478.1

5

474.3

7

471.8

4

468.3

0

466.6

6

462.6

3

467.7

1

468.7

3

468.6

8

471.7

1

473.7

0

475.9

3

478.6

2

479.7

1

481.9

9

483.2

0

483.4

1

482.8

5

481.4

8

480.3

2

478.7

7

476.3

0

476.2

3

479.0

2

478.6

2

478.8

3

478.8

1

479.5

7

480.2

6

480.1

5

479.3

4

477.4

2

477.0

8

477.8

8

479.0

6

479.3

5

479.4

5

478.9

7

477.5

0

475.6

8

474.5

7

472.9

4

475.8

6

476.9

8

478.7

5

480.6

6

482.1

5

483.6

9

485.5

2

485.4

6

486.6

6

484.7

2

484.4

7

483.9

7

483.7

5

484.0

3

484.4

3

484.6

1

486.4

6

484.7

6

484.8

2

485.4

3

487.6

5

489.2

9

490.8

5

491.2

7

491.8

0

491.9

1

491.0

9

491.1

6

491.5

3

492.6

5

494.2

5

495.3

5

496.6

6

498.0

0

498.0

6

496.6

4

495.9

1

529.5

9

527.7

7

525.5

9

523.4

1

521.2

3

519.0

5

516.8

7

514.7

0

512.5

2

510.3

4

50

8.1

6

50

5.9

9

50

4.2

7

50

3.2

8

50

3.0

2

50

3.2

2

50

3.4

2

50

3.6

3

50

3.4

5

50

2.6

3

50

1.4

2

50

0.2

2

499.0

2

497.8

2

496.6

1

495.4

1

494.2

1

493.0

0

491.8

0

490.6

0

489.4

0

487.9

1

485.7

7

483.3

5

480.9

3

478.5

2

476.1

0

473.6

8

471.2

9

469.4

3

468.3

2

467.9

3

468.2

8

469.3

6

471.1

8

473.5

4

475.9

2

478.3

1

480.5

9

482.2

9

483.3

3

483.7

2

483.5

2

483.2

2

482.9

2

482.6

2

482.3

2

482.0

2

481.7

2

481.4

2

481.1

2

480.8

2

480.5

2

480.2

2

479.9

2

479.6

2

479.3

2

479.0

6

479.0

8

479.2

6

479.4

4

479.6

1

479.7

9

479.9

7

480.1

5

480.3

2

480.5

0

481.0

6

481.6

2

482.1

8

482.7

4

483.3

1

483.8

7

484.4

3

484.9

9

485.6

8

486.3

6

487.0

5

487.7

4

488.4

2

489.1

1

489.8

0

490.4

8

490.8

5

490.7

7

490.5

9

490.4

2

490.3

4

490.4

0

490.6

2

490.9

9

491.5

0

492.1

6

492.9

2

493.6

8

494.4

4

495.2

0

495.9

6

496.7

2

497.4

8

498.2

4

498.8

0

498.5

6

MA

TC

HLIN

E

ST

A 625+0

0

MA

TC

HLIN

E

ST

A 739

+0

0

MA

TC

HLIN

E

ST

A

625+0

0

MA

TC

HLIN

E

ST

A

739

+0

0

PR

OP

ELE

V

EX

ST

ELE

V

625+00630+00

635+00640+00

645+00

650+00

655+00

660+00

665+00

670+00

675+00

680+00

685+00

690+00

695+00

700+00 705+00 710+00 715+00 720+00 725+00 730+00 735+00

CR 150

CR 177

CR 152 W

CR 152

W

TH

AM

ES

DR

BROOK HILL SCHOOL

BROOK HILL SCHOOL

SALES & SERVICE EQUIPMENT EAST TEXAS

CHURCH

BAPTIST

SOUTHERN

BULLARD

FM 2493

FM 2493

FM 2493

FM 2493