STA 527+00.00

BEGIN CSJ 2679-03-015

STA 586+00.00

BEGIN CSJ 2679-03-016

END CSJ 2679-03-015

STA 703+33.94

END CSJ 2679-03-016

STA 527+00.00

BEGIN CSJ 2679-03-015

STA 586+00.00

BEGIN CSJ 2679-03-016

END CSJ 2679-03-015

STA 703+33.94

END CSJ 2679-03-016

$FI

LE$

$TI

ME$

$D

AT

E$

$U

SE

R$

R

Texas Department of Transportation

P.E. NO.NAME DATE

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND

INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING

OR CONSTRUCTION

FOR INTERIM ONLYPRELIMINARY REVIEW

PURPOSES. THEY WERE PREPARED

BY OR UNDER THE SUPERVISION OF:

LOCATION MAP

0 1005050

1" = 10' VERTICAL

SCALE: 1" = 100' HORIZONTAL

ALL RIGHTS RESERVED

c 2015 BY TEXAS DEPARTMENT OF TRANSPORTATION

XX/XX/XXXX

DE

NT

ON

CO.

HU

NT

CO.

GRAYSON CO.

DALLAS CO.

543

455

3356

545

1377

455

2862

1827

981

720

2478

1378

3038

2933

546

751377

2756 2194

21703286

3364

1778

547

3133

1461

380

75

75

121

121

121

5

121

380

78

78

289

289

2755

6

1777

113866205

6

547

1138

544

190

25515

75

289

160

CHIA-PIN HSU 90999

AK

E

ON

2514

2514

1378

2514

3412

78

V

MUDDY

LA

L

CREEK

RESERVOIR

2478

982

2862

78

LA

VO

NL

AK

E

LA

VO

N

LA

KE

MELISSA

McKINNEY

WYLIE

PAUL

SAINT

PLANO

FRISCO

FARMERSVILLEPRINCETON

BLUE RIDGE

ANNA

CELINA

DESIGN SPEED: 45 MPH

PROJECT LENGTH = 3.348 MILES (17,678.56 FT.)

FUNCTIONAL CLASS: URBAN COLLECTOR

CONTROL: 2679-03-015, 2679-03-016

TO BROWN STREET

PROJECT LIMIT: EAST OF LAVON PARKWAY

FM 2514

COLLIN COUNTY

JAMES K. SELMAN, P.E., DISTRICT ENGINEER

PRELIMINARY DESIGN SCHEMATIC

DALLAS DISTRICT

R

Texas Department of Transportation

P.E. NO.NAME DATE

THESE DOCUMENTS ARE FOR INTERIM REVIEW AND

INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING

OR CONSTRUCTION

FOR INTERIM ONLYPRELIMINARY REVIEW

PURPOSES. THEY WERE PREPARED

BY OR UNDER THE SUPERVISION OF:

LOCATION MAP

0 1005050

1" = 10' VERTICAL

SCALE: 1" = 100' HORIZONTAL

ALL RIGHTS RESERVED

c 2015 BY TEXAS DEPARTMENT OF TRANSPORTATION

XX/XX/XXXX

DE

NT

ON

CO.

HU

NT

CO.

GRAYSON CO.

DALLAS CO.

543

455

3356

545

1377

455

2862

1827

981

720

2478

1378

3038

2933

546

751377

2756 2194

21703286

3364

1778

547

3133

1461

380

75

75

121

121

121

5

121

380

78

78

289

289

2755

6

1777

113866205

6

547

1138

544

190

25515

75

289

160

CHIA-PIN HSU 90999

AK

E

ON

2514

2514

1378

2514

3412

78

V

MUDDY

LA

L

CREEK

RESERVOIR

2478

982

2862

78

LA

VO

NL

AK

E

LA

VO

N

LA

KE

MELISSA

McKINNEY

WYLIE

PAUL

SAINT

PLANO

FRISCO

FARMERSVILLEPRINCETON

BLUE RIDGE

ANNA

CELINA

DESIGN SPEED: 45 MPH

PROJECT LENGTH = 3.348 MILES (17,678.56 FT.)

FUNCTIONAL CLASS: URBAN COLLECTOR

CONTROL: 2679-03-015, 2679-03-016

TO BROWN STREET

PROJECT LIMIT: EAST OF LAVON PARKWAY

FM 2514

COLLIN COUNTY

JAMES K. SELMAN, P.E., DISTRICT ENGINEER

PRELIMINARY DESIGN SCHEMATIC

DALLAS DISTRICT

574.33

PVI 528

+50.00

EL

= 573.58'

(-)0.50 % (-)1.03 %

L = 100.00'

K = 187

ex = -0.07'

SSD = 2072'

PVI 531

+50.00

EL

= 570.48'

(-)1.03 % (-)0.35 %

L = 100.00'

K = 146

ex = 0.09'

PVI 539

+00.00

EL

= 567.85'

(-)0.35 % (-)2.79 %

L = 300.00'

K = 123

ex = -0.91'

SSD = 592'

PVI 544

+50.00

EL

= 552.51'

(-)2.79 % (+)1.47

%

L = 400.00'

K = 94

ex = 2.13'

VP

C 528

+00.00

EL.

= 573.83'

VP

T 529

+00.00

EL.

= 573.06' VP

C 531

+00.00

EL.

= 571.00'

VP

T 532

+00.00

EL.

= 570.30'

VP

C 537

+50.00

EL.

= 568.38'

VP

T 540

+50.00

EL.

= 563.67'

VP

C 542

+50.00

EL.

= 558.09'

VP

T 546

+50.00

EL.

= 555.45'

EXI

ST

GR

OU

ND

@

PG

L

PR

OP

OS

ED

PG

L

574.33

573.83

573.06

572.03

571.00

570.30

569.95

569.60

569.25

568.90

568.55

568.10

566.94

564.96

562.28

559.49

556.83

555.11

554.44

554.85

556.18

557.64

559.11

560.57

577.05

575.60

573.38

570.83

569.55

567.84

566.93

567.33

565.97

565.49

565.65

566.30

566.99

566.86

565.61

562.79

559.13

556.41

553.23

553.92

555.73

557.08

558.26

560.14

561.34

576.75

574.72

572.84

570.06

569.30

568.65

566.31

565.28

565.06

566.04

565.15

565.71

566.73

566.59

564.99

563.25

559.53

555.31

551.67

547.03

548.66

549.64

551.63

554.59

EXI

ST

GR

OU

ND

@

PG

L

PR

OP

OS

ED

PG

L

LE

FT

RO

W

LI

NE

RI

GH

T

RO

W

LI

NE

EXI

ST

GR

OU

ND

@

PG

L

PR

OP

OS

ED

PG

L

LE

FT

RO

W

LI

NE

RI

GH

T

RO

W

LI

NE

EXI

ST

GR

OU

ND

@

PG

L

PR

OP

OS

ED

PG

L

LE

FT

RO

W

LI

NE

RI

GH

T

RO

W

LI

NE

EXI

ST

GR

OU

ND

@

PG

L

PR

OP

OS

ED

PG

L

LE

FT

RO

W

LI

NE

RI

GH

T

RO

W

LI

NE

PR

OP

OS

ED

PG

L

LE

FT

RO

W

LI

NE

LE

FT

RO

W

LI

NE

RI

GH

T

RO

W

LI

NE

574.83

574.33

573.84

573.54

572.55

571.68

571.27

570.87

570.66

570.47

569.83

569.55

568.71

567.22

565.21

562.73

559.82

557.30

555.46

554.48

554.91

555.82

557.40

559.49

LEGEND

EXISTING ROW

DIRECTION OF TRAFFIC

EXISTING PROPERTY LINE (APPROX.)

PAVEMENT REMOVAL

CURVE NUMBER

PROPOSED ROW

CENTERLINE

PARKER-1

LANE

EXIST

12'-0"

LANE

EXIST

12'-0"

2.5% 2.5%

28'-0" Base Crown

EXI

ST

RO

W

EXI

ST

RO

W

[ FM 2514

3:1 MAX

4:1 USUAL

3:1

MAX

4:1

USUA

L

GROUND

EXIST

SHLDR2'-0"

SHLDR

2'-0"

100'-0" ROW (TYP)

36'-0" (TYP) 36'-0" (TYP)

FM 2514 EXISTING TYPICAL SECTION

PO

T 525

+27.46

PI 527

+00.00

530+00 535+00 540+00 545+00 550+00

DR

AI

N

DR

AZ

TE

C

TR

AI

L

FM 2514 (PARKER RD)

LA

VO

N

PK

WY

ST PAUL

3202 PARKER RD

HENRY WILLIAM A & JANE M

426621

ST PAUL

3157 PARKER RD

BABCORP 100 LTD

1925091

WYLIE

3216 PARKER RD

RICH WAYNE & LINDA LIVING TRUST

426630

MALIK NASIRA

1925073

WYLIE

2725 AZTEC TRL

RIPPLE MORRIS M

426603

ST PAUL

PARKER RD

HC INSPIRATION ONE LLC

2710852

ST PAUL

BLUE WATER TRL

HC INSPIRATION ONE LLC

2710875

WYLIE

3000 PARKER RD

MEDINA PEDRO ORTIZ

423571

WYLIE

2616 WRIGHT LN

WRIGHT JAMES S & MARY B

2520491

WYLIE

TEXAS VEHICLE EXCHANGE INC

1514285

ST PAUL

3102 PARKER RD

SANCHEZ SANTOS

426612

WYLIE

3002 PARKER RD

TRAN KIEU & HUNG PHAM &

2114055

ST PAUL

PARKER RD

TEXAS VEHICLE EXCHANGE INC

1514230

ST PAUL

3151 PARKER RD

BABCORP 100 LTD

423349

MALIK NASIRA

1925073

ST PAUL

2751 PARKER RD

GUERRERO RIGOBERTO V

2120414

PR

OP

RO

W

SIDEWALK

5-FT WIDE

FUTURE

22'-0" F-F

F-F

44'-0"

FM 2514 PROPOSED TYPICAL SECTION

[ FM 2514

65'-0" (MIN)65'-0" (MIN)

130'-0" ROW (MIN)

165'-0" ROW (MAX)

(MIN)

15'-0"

LANE

14'

LANE

11'

LANE

FUTURE

11'

LANE

FUTURE

11'

LANE

11'

LANE

14'

(MIN)

15'-0"

OFFSET

2'-0"

TYP

10'-0"

OFFSET

1'-0"

OFFSET

1'-0"

OFFSET

2'-0"

10'-0"

2.0%

PGL

2.0%

PR

OP

RO

W

(CUT)

(FIL

L)

(CUT)

(FILL)

SIDEWALK

5-FT WIDE

3:1 (MAX)3:1 (MAX)

2.0% (TYP) 2.0% (TYP)

STA 527+00.00 to 651+10.00

PR

OP

RO

W

SIDEWALK

5-FT WIDE

F-F

33'-0"

[ FM 2514

65'-0" (MIN)65'-0" (MIN)

130'-0" ROW (MIN)

165'-0" ROW (MAX)

(MIN)

15'-0"

LANE

14'

LANE

11'

LANE

FUTURE

11'

LANE

11'

LANE

14'

(MIN)

15'-0"

OFFSET

2'-0"

TYP

10'-0"

OFFSET

1'-0"

OFFSET

1'-0"

OFFSET

2'-0"

10'-0"

2.0%

PGL

2.0%

PR

OP

RO

W

(CUT)

(FIL

L)

(CUT)

(FILL)

SIDEWALK

5-FT WIDE

3:1 (MAX)3:1 (MAX)

2.0% (TYP) 2.0% (TYP)

LANE

LEFT TURN

11'

PR

OP

RO

W

SIDEWALK

5-FT WIDE

F-F

33'-0"

[ FM 2514

65'-0" (MIN)65'-0" (MIN)

130'-0" ROW (MIN)

165'-0" ROW (MAX)

(MIN)

15'-0"

LANE

14'

LANE

11'

LANE

FUTURE

11'

LANE

11'

LANE

14'

(MIN)

15'-0"

OFFSET

2'-0"

TYP

10'-0"

OFFSET

1'-0"

OFFSET

1'-0"

OFFSET

2'-0"

10'-0"

2.0%

PGL

2.0%

PR

OP

RO

W

(CUT)

(FIL

L)

(CUT)

(FILL)

SIDEWALK

5-FT WIDE

3:1 (MAX)3:1 (MAX)

2.0% (TYP) 2.0% (TYP)

NORTHBOUND WITH LEFT TURN LANE

FM 2514 PROPOSED TYPICAL SECTION

SOUTHBOUND WITH LEFT TURN LANE

FM 2514 PROPOSED TYPICAL SECTION

LANE

LEFT TURN

11'

PR

OP

RO

W

SIDEWALK

5-FT WIDE

FUTURE

22'-0" F-F

F-F

33'-0"

[ FM 2514

65'-0" (MIN)

130'-0" ROW (MIN)

165'-0" ROW (MAX)

(MIN)

15'-0"

LANE

14'

LANE

11'

LANE

FUTURE

11'

LANE

FUTURE

11'

LANE

11'

LANE

14'

(MIN)

15'-0"

OFFSET

2'-0"

TYP

10'-0"

OFFSET

1'-0"

OFFSET

1'-0"

OFFSET

2'-0"

10'-0"

2.0%

PGL

2.0%

PR

OP

RO

W

(CUT)

(FIL

L)

(CUT)

(FILL)

SIDEWALK

5-FT WIDE

3:1 (MAX)3:1 (MAX)

2.0% (TYP) 2.0% (TYP)

77'-0"

LANE

RIGHT TURN

12'

WITH RIGHT TURN LANE

FM 2514 PROPOSED TYPICAL SECTION

LANE

FUTURE

11'

OFFSET

1'-0"

FUTURE

F-F

11'-0"

LANE

FUTURE

11'

OFFSET

1'-0"

FUTURE

F-F

11'-0"

MA

TC

H

LI

NE

ST

A 550

+00

MA

TC

H

LI

NE

ST

A 550

+00

550+00

530

535

540

545

550

555

560

565

570

575

580

585

590

595

545+00540+00535+00530+00525+00

PAUL

SAINTPAUL

SAINT

530

535

540

545

550

555

560

565

570

575

580

585

590

595

EXISTING GROUND

PROPOSED PGL

NOT BE CONSIDERED FINAL.ARE SUBJECT TO CHANGE AND MUST

INFORMATION AND DIMENSIONS SHOWNINFORMATION ONLY, THE ALIGNMENT

THIS PRINT IS FURNISHED FOR

ROLL 1 OF 5

MAY 2015

ROLL 1 OF 5

MAY 2015

PROPOSED LEFT ROW

EXISITNG GROUND @

PROPOSED RIGHT ROW

EXISITNG GROUND @

PRELIMINARY

DECELERATION345'

STORAGE100'

DECELERATION345'

STORAGE100'

CURVE DATA

TOTAL334'

TOTAL334' STORAGE

100'DECELERATION345'

MATCH EXIST

STA 527+00.00

BEGIN PROJECT

BEGIN CONC CURB AND MEDIAN

MATCH EXIST

STA 525+71.09

INSTALL CONC CURB AND MEDIAN

CUT EXIST CONC PAVEMENT

MATCH EXIST

STA 527+00.00

BEGIN PROJECT

PROPOSED ROW

EXISTING ROW

PROPOSED ROW

EXISTING ROW

WITH THE LOCAL GOVERNMENT.DURING PS&E AND IN COORDINATION

MEDIAN OPENINGS WILL BE DETERMINEDAND SUBJECT TO CHANGE. FINAL

MEDIAN OPENINGS ARE PRELIMINARY