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1
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 LEGEND EXISTING ROW DIRECTION OF TRAFFIC $FILE$ $TIME$ $DATE$ $USER$ EXISTING PROPERTY LINE (APPROX.) PAVEMENT REMOVAL CURVE NUMBER PROPOSED ROW CENTERLINE PARKER-1 R T e x a s D e p a r t m e n t o f T r a n s po r t a ti on P.E. NO. NAME DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION FOR INTERIM ONLY PRELIMINARY REVIEW PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: LOCATION MAP 0 100 50 50 1" = 10' VERTICAL SCALE: 1" = 100' HORIZONTAL ALL RIGHTS RESERVED c 2015 B Y TE XA S D E P A R T M E N T O F T R AN SP O R T A T I ON XX/XX/XXXX D E N T ON C O . HUNT CO. G R A Y S O N C O . DALLAS CO. 543 455 3356 5 45 1377 455 2862 1 827 981 72 0 2 4 78 1378 3038 2933 546 75 1377 2756 2194 217 0 3286 3364 1778 547 3133 146 1 380 75 75 121 121 121 5 121 380 78 78 289 289 2755 6 1777 1138 66 205 6 547 1138 5 44 190 2551 5 75 289 160 CHIA-PIN HSU 90999 A K E O N 2514 2 5 14 1 3 7 8 2514 3412 78 V MUDDY L A L CREEK RESERVOIR 2 4 78 9 82 2862 78 LAVON LA K E LAVON LAK E M E L I SS A M c K I NN E Y W Y L I E P A U L S A I N T P L ANO F R I S C O F A R M E R S V I LLE P R I N C ET ON B L U E R I DG E ANNA C EL I NA D E S I GN SP EE D : 45 M P H P R O J E C T LE NG T H = 3 . 348 M I L E S ( 17 , 678 . 56 F T . ) F UN C T I ONA L C L A SS : U RB AN C O LLE C T O R C ON T R O L : 2679 - 03 - 015 , 2679 - 03 - 016 T O B R O W N S T R EE T P R O J E C T L I M I T : E A S T O F L AVON P A R K W AY FM 2514 C O LL I N C OUN T Y J A M E S K . S E L M AN , P . E ., D I S T R I C T E NG I N E E R P R EL I M I NA R Y D E S I G N S C H E M A T I C DA LL A S D I S T R I C T R T e x a s D e p a r t m e n t o f T r a n s po r t a ti on P.E. NO. NAME DATE THESE DOCUMENTS ARE FOR INTERIM REVIEW AND INTENDED FOR REGULATORY APPROVAL, PERMIT, BIDDING OR CONSTRUCTION FOR INTERIM ONLY PRELIMINARY REVIEW PURPOSES. THEY WERE PREPARED BY OR UNDER THE SUPERVISION OF: LOCATION MAP 0 100 50 50 1" = 10' VERTICAL SCALE: 1" = 100' HORIZONTAL ALL RIGHTS RESERVED c 2015 B Y TE XA S D E P A R T M E N T O F T R AN SP O R T A T I ON XX/XX/XXXX D E N T ON C O . HUNT CO. G R A Y S ON C O . DALLAS CO. 543 455 3356 5 45 1377 455 2862 1 8 2 7 981 720 2 4 78 1378 3038 2933 546 75 1377 2756 2194 2170 3286 3364 177 8 547 3133 14 6 1 380 75 75 121 121 121 5 121 380 78 78 289 289 2755 6 1777 1138 66 205 6 547 1138 5 44 190 2551 5 75 289 160 CHIA-PIN HSU 90999 A K E O N 2514 25 1 4 1378 2514 3412 78 V MUDDY L A L CREEK RESERVOIR 2 4 78 982 2862 78 LAVON LA K E LA V ON LAK E M EL I SS A M c K I NN E Y W Y L I E P A U L S A I N T P L ANO F R I S C O F A R M E R S V I LLE P R I N C ET ON B L U E R I DG E ANNA C EL I NA D E S I GN SP EE D : 45 M P H P R O J E C T LE NG T H = 3 . 348 M I LE S ( 17 , 678 . 56 F T . ) F UN C T I ONA L C L A SS : U R B AN C O LLE C T O R C ON T R O L : 2679 - 03 - 015 , 2679 - 03 - 016 T O BR O W N S T R EE T P R O J E C T L I M I T : E A S T O F L AVON P A R K W AY FM 2514 C O LL I N C OUN T Y J A M E S K . S EL M A N , P . E ., D I S T R I C T E NG I N EE R P R EL I M I NA R Y D E S I GN S C H E M A T I C DA LL A S D I S T R I C T PC 551+51.22 555 + 0 0 560 + 00 PT 564+44.81 565+00 ST PAUL RD F M 25 1 4 ( P A R K E R R D ) BLOCK BUTSCHERS LN COVE VIEW WYLIE 2701 PARKER RD FIGUEROA ROLANDO A & 2058996 WYLIE 2409 PARKER RD FITZPATRICK JOHN P & 423483 WYLIE PARKER RD GEORGE DANIEL & 423535 WYLIE 2405 PARKER RD FITZPATRICK JOHN P 423553 WYLIE 2401 PARKER RD ESPINOZA EVARISTO 423544 WYLIE 2401 PARKER RD ESPINOZA EVARISTO 423544 WYLIE 2401 PARKER RD ESPINOZA EVARISTO 423544 WYLIE 2401 PARKER RD ESPINOZA EVARISTO 423544 WYLIE 2405 PARKER RD FITZPATRICK JOHN P 423553 WYLIE 2409 PARKER RD FITZPATRICK JOHN P & 423483 WYLIE 2401 PARKER RD ESPINOZA EVARISTO 423544 WYLIE 2405 PARKER RD FITZPATRICK JOHN P 423553 WYLIE 2409 PARKER RD FITZPATRICK JOHN P & 423483 WYLIE 2601 PARKER RD DAVIS FRANK ETUX 2120413 WYLIE PARKER RD GEORGE DANIEL & 423535 WYLIE 2401 PARKER RD ESPINOZA EVARISTO 423544 WYLIE 2405 PARKER RD FITZPATRICK JOHN P 423553 ST PAUL PARKER RD ST PAUL CITY OF 423492 WYLIE 2601 PARKER RD DAVIS FRANK ETUX 2120413 WYLIE 2409 PARKER RD FITZPATRICK JOHN P & 423483 ST PAUL 2404 PARKER RD MCKEEVER PHILLIP R ETUX JEAN 1651135 WYLIE 2601 PARKER RD DAVIS FRANK ETUX 2120413 ST PAUL 2505 BUTSCHERS BLOCK ST PAUL CITY OF 1563551 570 + 00 PC 574+29.63 5 7 5 + 00 PT 577+86.24 580+00 585+00 PC 588+71.71 590 + 0 0 DRAIN DR F M 2514 ( P A R K E R R D ) ST PAUL RESTORATION CHURCH 2649365 WYLIE PARKER RD THOMAS GAIL L REVOCABLE LIVING TRUST 1682236 ST PAUL 2005 PARKER RD BOWDEN JASON & KIMBERLY 2575532 ST PAUL 1915 PARKER RD BUTSCHER FRANCES D 434248 ST PAUL 1902 PARKER RD GONZALES SYLVIA 2659156 ST PAUL 2004 PARKER RD COVENTRY RESERVE THE 2649369 ST PAUL 2007 PARKER RD MCCASLAND JIMMY C & LINDA J 1567432 WYLIE PARKER RD JDI INVESTORS LP 1567913 ST PAUL PARKER RD MORROW DON J ETUX JOYCE E 2084054 WYLIE 2015 PARKER RD JDI INVESTORS LP 2692273 ST PAUL 2012 PARKER RD MORROW DON J & JOYCE E 2697311 WYLIE 2101 PARKER RD KEANE KEVIN & AMY 2116614 ST PAUL USELTON JAMES ETUX WANDA 2045419 WYLIE 2309 PARKER RD BLAKEY MARVIN E & 423517 WYLIE 2345 PARKER RD HOLLOWAY TOM F & JENNIFER L 2089001 ST PAUL 2302 PARKER RD ROGERS LUCAS JAMES 2709616 ST PAUL USELTON JAMES 2057229 WYLIE 2309 PARKER RD BLAKEY MARVIN E & 423517 WYLIE 2345 PARKER RD HOLLOWAY TOM F & JENNIFER L 2089001 WYLIE 2309 PARKER RD BLAKEY MARVIN E & 423517 WYLIE 2345 PARKER RD HOLLOWAY TOM F & JENNIFER L 2089001 ST PAUL USELTON JAMES 2057229 ST PAUL 2302 PARKER RD ROGERS LUCAS JAMES 2709616 WYLIE 2101 PARKER RD KEANE KEVIN & AMY 2116614 WYLIE 2309 PARKER RD BLAKEY MARVIN E & 423517 WYLIE 2345 PARKER RD HOLLOWAY TOM F & JENNIFER L 2089001 PVI 551+00.00 EL = 562.04' ( + ) 1 . 47 % ( + ) 0 . 3 6 % L = 100.00' K = 91 ex = -0.14' SSD = 1028' PVI 557+80.00 EL = 564.50' ( + ) 0 . 3 6 % (-) 1 . 82 % L = 200.00' K = 92 ex = -0.54' SSD = 596' PVI 562+00.00 EL = 556.88' (-) 1 . 82 % (-) 3 . 47 % L = 200.00' K = 121 ex = -0.41' SSD = 752' VPC 550+50.00 EL. = 561.31' VPT 551+50.00 EL. = 562.22' VPC 556+80.00 EL. = 564.14' VPT 558+80.00 EL. = 562.68' VPC 561+00.00 EL. = 558.69' VPT 563+00.00 EL. = 553.40' PVI 570+75.00 EL = 526.50' ( -) 3 . 47 % ( + ) 2 . 1 0 % L = 450.00' K = 81 ex = 3.13' PVI 576+00.00 EL = 537.52' ( + ) 2 . 10 % ( + ) 0 . 35 % L = 200.00' K = 114 ex = -0.44' SSD = 717' PVI 579+50.00 EL = 538.75' ( + ) 0 . 35 % ( + ) 3 . 86 % L = 300.00' K = 85 ex = 1.32' PVI 584+00.00 EL = 556.14' ( + ) 3 . 86 % ( + ) 0 . 80 % L = 300.00' K = 98 ex = -1.15' SSD = 503' PVI 587+80.00 EL = 559.20' ( + ) 0 . 80 % ( + ) 1 . 79 % L = 100.00' K = 102 ex = 0.12' VPC 568+50.00 EL. = 534.31' VPT 573+00.00 EL. = 531.23' VPC 575+00.00 EL. = 535.43' VPT 577+00.00 EL. = 537.88' VPC 578+00.00 EL. = 538.23' VPT 581+00.00 EL. = 544.55' VPC 582+50.00 EL. = 550.34' VPT 585+50.00 EL. = 557.35' VPC 587+30.00 EL. = 558.80' VPT 588+30.00 EL. = 560.09' 561.90 562.40 562.76 563.12 563.49 563.85 564.19 563.79 562.32 560.51 558.69 556.46 553.40 549.93 546.46 542.99 562.97 564.78 566.48 567.66 567.23 565.43 564.45 563.53 562.39 561.01 561.17 557.89 554.26 549.45 547.10 544.48 558.60 560.70 561.54 560.67 562.18 563.10 562.83 562.79 562.20 560.88 559.53 557.08 554.72 551.87 546.97 544.81 EXIST GROUND @ PGL RIGHT ROW LINE EXIST GROUND @ PGL PROPOSED PGL LEFT ROW LINE RIGHT ROW LINE EXIST GROUND @ PGL PROPOSED PGL LEFT ROW LINE RIGHT ROW LINE EXIST GROUND @ PGL PROPOSED PGL LEFT ROW LINE RIGHT ROW LINE 561.42 563.10 564.76 565.55 566.29 566.31 565.97 565.69 564.95 563.96 562.66 560.64 557.90 554.66 551.16 547.44 539.52 536.05 532.73 530.50 529.50 529.75 531.23 533.33 535.43 537.09 537.87 538.22 539.16 541.27 544.55 548.41 552.15 554.99 556.82 557.75 558.56 559.60 561.34 563.13 540.68 536.50 530.67 523.97 520.82 522.02 524.30 529.68 532.77 533.37 530.52 531.60 536.65 542.40 546.77 549.28 549.82 549.30 549.19 549.27 549.35 555.13 557.16 558.90 541.50 538.05 531.16 527.94 525.36 521.57 530.28 535.76 534.24 534.83 539.28 540.24 538.37 538.15 539.30 546.72 548.08 552.90 556.07 557.82 558.47 558.92 560.84 562.78 EXIST GROUND @ PGL PROPOSED PGL LEFT ROW LINE RIGHT ROW LINE EXIST GROUND @ PGL PROPOSED PGL LEFT ROW LINE RIGHT ROW LINE EXIST GROUND @ PGL PROPOSED PGL LEFT ROW LINE RIGHT ROW LINE EXIST GROUND @ PGL PROPOSED PGL LEFT ROW LINE RIGHT ROW LINE PROPOSED PGL LEFT ROW LINE 543.81 540.13 536.61 533.29 531.11 529.85 529.96 530.96 532.77 534.52 536.61 538.52 540.37 542.19 544.17 546.44 548.14 550.02 551.77 553.51 555.55 557.39 559.16 561.11 PROP ROW 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 % PROP ROW ( C U T ) ( F I LL ) ( C U T ) ( F I LL ) SIDEWALK 5-FT WIDE 3:1 (MAX) 3:1 (MAX) 2.0% (TYP) 2.0% (TYP) STA 527+00.00 to 651+10.00 PROP ROW 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 % PROP ROW ( C U T ) ( F I LL ) ( C U T ) ( F I LL ) SIDEWALK 5-FT WIDE 3:1 (MAX) 3:1 (MAX) 2.0% (TYP) 2.0% (TYP) LANE LEFT TURN 11' SOUTHBOUND WITH LEFT TURN LANE FM 2514 PROPOSED TYPICAL SECTION 3:1 (MAX) LANE FUTURE 11' OFFSET 1'-0" FUTURE F-F 11'-0" ST.PAUL RD 100 200 1000 700 11200 7600 DRAIN DR 200 300 500 300 11900 8100 PROP ROW 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 % PROP ROW ( C U T ) ( F I LL ) ( C U T ) ( F I LL ) 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 MATCH LINE ST A 590+00 MATCH LINE STA 550+00 MATCH LINE STA 566+00 MATCH LINE STA 566+00 MATCH LINE STA 590+00 MATCH LINE STA 566+00 MATCH LINE STA 566+00 VMATCH LINE STA 550+00 550+00 555+00 555+00 560+00 566+00 570+00 575+00 580+00 585+00 590+00 510 515 520 525 530 535 540 545 550 555 560 565 570 575 510 515 520 525 530 535 540 545 550 555 560 565 570 575 PAUL S A I N T PAUL S A I N T PROPOSED PGL EXISTING GROUND PROPOSED PGL EXISTING GROUND NOT BE CONSIDERED FINAL. ARE SUBJECT TO CHANGE AND MUST INFORMATION ANDDIMENSIONS SHOWN INFORMATION ONLY, THE ALIGNMENT THIS PRINT IS FURNISHED FOR ROLL 2 OF 5 MAY 2015 ROLL 2 OF 5 MAY 2015 PROPOSED RIGHT ROW EXISTING GROUND @ PROPOSED LEFT ROW EXISTING GROUND @ PROPOSED RIGHT ROW EXISTING GROUND @ PROPOSED LEFT ROW EXISTING GROUND @ PRELIMINARY D E C E L E R A T I ON 3 4 5 ' S T O R AG E 100 ' S T O R AG E 100 ' D E C ELE R A T I ON 345 ' DECELERATION 345' STORAGE 100' DECELERATION 345' TRAFFIC DIAGRAM XXXX - 2036 ADT XXX - 2016 ADT LEGEND N N FM 2514 FM 2514 DE C ELE R AT I ON 345 ' PARKER-1 D E C ELE R A T I ON 34 5 ' S T O R AG E 100 ' PARKER-2 PARKER-3 INSTALL CUL-DE-SAC PROPOSED ROW EXISTING ROW PROPOSED ROW EXISTING ROW PROPOSED ROW EXISTING ROW PROPOSED ROW EXISTING ROW WITH THE LOCAL GOVERNMENT. DURING PS&E AND IN COORDINATION MEDIAN OPENINGS WILL BE DETERMINED AND SUBJECT TO CHANGE. FINAL MEDIAN OPENINGS ARE PRELIMINARY

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Page 1: FM 2512 in Collin County - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/dal/notices/fm-2512-schematic-2.pdf · t n c o. n t c o. grayson co. dallas co. 3 5 6 55 7 5 2 17

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

LEGEND

EXISTING ROW

DIRECTION OF TRAFFIC

$FI

LE$

$TI

ME$

$D

AT

E$

$U

SE

R$

EXISTING PROPERTY LINE (APPROX.)

PAVEMENT REMOVAL

CURVE NUMBER

PROPOSED ROW

CENTERLINE

PARKER-1

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

PC 551+51.22

555+0

0

560+00

PT 564+44.81

565+00

ST P

AUL R

D

FM 2514 (P

AR

KER R

D)

BL

OC

K

B

UTSC

HERS

LN

CO

VE

VIE

W

WYLIE

2701 PARKER RD

FIGUEROA ROLANDO A &

2058996

WYLIE

2409 PARKER RD

FITZPATRICK JOHN P &

423483

WYLIE

PARKER RD

GEORGE DANIEL &

423535

WYLIE

2405 PARKER RD

FITZPATRICK JOHN P

423553

WYLIE

2401 PARKER RD

ESPINOZA EVARISTO

423544

WYLIE

2401 PARKER RD

ESPINOZA EVARISTO

423544

WYLIE

2401 PARKER RD

ESPINOZA EVARISTO

423544

WYLIE

2401 PARKER RD

ESPINOZA EVARISTO

423544

WYLIE

2405 PARKER RD

FITZPATRICK JOHN P

423553

WYLIE

2409 PARKER RD

FITZPATRICK JOHN P &

423483

WYLIE

2401 PARKER RD

ESPINOZA EVARISTO

423544

WYLIE

2405 PARKER RD

FITZPATRICK JOHN P

423553

WYLIE

2409 PARKER RD

FITZPATRICK JOHN P &

423483

WYLIE

2601 PARKER RD

DAVIS FRANK ETUX

2120413

WYLIE

PARKER RD

GEORGE DANIEL &

423535

WYLIE

2401 PARKER RD

ESPINOZA EVARISTO

423544

WYLIE

2405 PARKER RD

FITZPATRICK JOHN P

423553

ST PAUL

PARKER RD

ST PAUL CITY OF

423492

WYLIE

2601 PARKER RD

DAVIS FRANK ETUX

2120413

WYLIE

2409 PARKER RD

FITZPATRICK JOHN P &

423483

ST PAUL

2404 PARKER RD

MCKEEVER PHILLIP R ETUX JEAN

1651135

WYLIE

2601 PARKER RD

DAVIS FRANK ETUX

2120413

ST PAUL

2505 BUTSCHERS BLOCK

ST PAUL CITY OF

1563551

570+00

PC 574

+29.63

575+00

PT 577

+86.24

580+00 585+00

PC 588

+71.71

590+00

DR

AI

N

DR

FM 2514 (PARKER RD)

ST PAUL

RESTORATION CHURCH

2649365

WYLIE

PARKER RD

THOMAS GAIL L REVOCABLE LIVING TRUST

1682236

ST PAUL

2005 PARKER RD

BOWDEN JASON & KIMBERLY

2575532

ST PAUL

1915 PARKER RD

BUTSCHER FRANCES D

434248

ST PAUL

1902 PARKER RD

GONZALES SYLVIA

2659156

ST PAUL

2004 PARKER RD

COVENTRY RESERVE THE

2649369

ST PAUL

2007 PARKER RD

MCCASLAND JIMMY C & LINDA J

1567432

WYLIE

PARKER RD

JDI INVESTORS LP

1567913

ST PAUL

PARKER RD

MORROW DON J ETUX JOYCE E

2084054

WYLIE

2015 PARKER RD

JDI INVESTORS LP

2692273

ST PAUL

2012 PARKER RD

MORROW DON J & JOYCE E

2697311

WYLIE

2101 PARKER RD

KEANE KEVIN & AMY

2116614

ST PAUL

USELTON JAMES ETUX WANDA

2045419

WYLIE

2309 PARKER RD

BLAKEY MARVIN E &

423517

WYLIE

2345 PARKER RD

HOLLOWAY TOM F & JENNIFER L

2089001

ST PAUL

2302 PARKER RD

ROGERS LUCAS JAMES

2709616

ST PAUL

USELTON JAMES

2057229

WYLIE

2309 PARKER RD

BLAKEY MARVIN E &

423517

WYLIE

2345 PARKER RD

HOLLOWAY TOM F & JENNIFER L

2089001

WYLIE

2309 PARKER RD

BLAKEY MARVIN E &

423517

WYLIE

2345 PARKER RD

HOLLOWAY TOM F & JENNIFER L

2089001

ST PAUL

USELTON JAMES

2057229

ST PAUL

2302 PARKER RD

ROGERS LUCAS JAMES

2709616

WYLIE

2101 PARKER RD

KEANE KEVIN & AMY

2116614

WYLIE

2309 PARKER RD

BLAKEY MARVIN E &

423517

WYLIE

2345 PARKER RD

HOLLOWAY TOM F & JENNIFER L

2089001

PVI 551

+00.00

EL

= 562.04'

(+)1.47

% (+)0.36 %

L = 100.00'

K = 91

ex = -0.14'

SSD = 1028'

PVI 557

+80.00

EL

= 564.50'

(+)0.36 % (-)1.82 %

L = 200.00'

K = 92

ex = -0.54'

SSD = 596'

PVI 562

+00.00

EL

= 556.88'

(-)1.82 % (-)3.47 %

L = 200.00'

K = 121

ex = -0.41'

SSD = 752'

VP

C 550

+50.00

EL.

= 561.31'

VP

T 551

+50.00

EL.

= 562.22'

VP

C 556

+80.00

EL.

= 564.14'

VP

T 558

+80.00

EL.

= 562.68'

VP

C 561

+00.00

EL.

= 558.69'

VP

T 563

+00.00

EL.

= 553.40'

PVI 570

+75.00

EL

= 526.50'

(-)3.47 % (+)2.1

0 %

L = 450.00'

K = 81

ex = 3.13'

PVI 576

+00.00

EL

= 537.52'

(+)2.1

0 % (+)0.35 %

L = 200.00'

K = 114

ex = -0.44'

SSD = 717'

PVI 579

+50.00

EL

= 538.75'

(+)0.35 % (+)3.8

6 %

L = 300.00'

K = 85

ex = 1.32'

PVI 584

+00.00

EL

= 556.14'

(+)3.8

6 %(+)0.80

%

L = 300.00'

K = 98

ex = -1.15'

SSD = 503'

PVI 587

+80.00

EL

= 559.20'

(+)0.80 % (+)1

.79 %

L = 100.00'

K = 102

ex = 0.12'

VP

C 568

+50.00

EL.

= 534.31'

VP

T 573

+00.00

EL.

= 531.23'

VP

C 575

+00.00

EL.

= 535.43'

VP

T 577

+00.00

EL.

= 537.88'

VP

C 578

+00.00

EL.

= 538.23'

VP

T 581

+00.00

EL.

= 544.55'

VP

C 582

+50.00

EL.

= 550.34'

VP

T 585

+50.00

EL.

= 557.35'

VP

C 587

+30.00

EL.

= 558.80'

VP

T 588

+30.00

EL.

= 560.09'

561.90

562.40

562.76

563.12

563.49

563.85

564.19

563.79

562.32

560.51

558.69

556.46

553.40

549.93

546.46

542.99

562.97

564.78

566.48

567.66

567.23

565.43

564.45

563.53

562.39

561.01

561.17

557.89

554.26

549.45

547.10

544.48

558.60

560.70

561.54

560.67

562.18

563.10

562.83

562.79

562.20

560.88

559.53

557.08

554.72

551.87

546.97

544.81

EXI

ST

GR

OU

ND

@

PG

L

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

561.42

563.10

564.76

565.55

566.29

566.31

565.97

565.69

564.95

563.96

562.66

560.64

557.90

554.66

551.16

547.44

539.52

536.05

532.73

530.50

529.50

529.75

531.23

533.33

535.43

537.09

537.87

538.22

539.16

541.27

544.55

548.41

552.15

554.99

556.82

557.75

558.56

559.60

561.34

563.13

540.68

536.50

530.67

523.97

520.82

522.02

524.30

529.68

532.77

533.37

530.52

531.60

536.65

542.40

546.77

549.28

549.82

549.30

549.19

549.27

549.35

555.13

557.16

558.90

541.50

538.05

531.16

527.94

525.36

521.57

530.28

535.76

534.24

534.83

539.28

540.24

538.37

538.15

539.30

546.72

548.08

552.90

556.07

557.82

558.47

558.92

560.84

562.78

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

543.81

540.13

536.61

533.29

531.11

529.85

529.96

530.96

532.77

534.52

536.61

538.52

540.37

542.19

544.17

546.44

548.14

550.02

551.77

553.51

555.55

557.39

559.16

561.11

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)

(FILL)

(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)

(FILL)

(CUT)

(FILL)

SIDEWALK

5-FT WIDE

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

2.0% (TYP) 2.0% (TYP)

LANE

LEFT TURN

11'

SOUTHBOUND WITH LEFT TURN LANE

FM 2514 PROPOSED TYPICAL SECTION

3:1 (MAX)

LANE

FUTURE

11'

OFFSET

1'-0"

FUTURE

F-F

11'-0"

ST.PAUL RD

100

200

1000

700

11200

7600DRAIN DR

200

300

500

300

11900

8100

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)

(FILL)

(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

MA

TC

H

LI

NE

ST

A 590

+00

MATC

H LI

NE ST

A 550+00

MATC

H LI

NE ST

A 566+00

MA

TC

H

LI

NE

ST

A 566

+00

MA

TC

H

LI

NE

ST

A 590

+00

MA

TC

H

LI

NE

ST

A 566

+00

MA

TC

H

LI

NE

ST

A 566

+00

VM

AT

CH

LI

NE

ST

A 550

+00

550+00 555+00 555+00 560+00 566+00 570+00 575+00 580+00585+00 590+00

510

515

520

525

530

535

540

545

550

555

560

565

570

575

510

515

520

525

530

535

540

545

550

555

560

565

570

575

PAUL

SAINT

PAUL

SAINT

PROPOSED PGL

EXISTING GROUND

PROPOSED PGL

EXISTING GROUND

NOT BE CONSIDERED FINAL.ARE SUBJECT TO CHANGE AND MUST

INFORMATION ANDDIMENSIONS SHOWNINFORMATION ONLY, THE ALIGNMENT

THIS PRINT IS FURNISHED FOR

ROLL 2 OF 5

MAY 2015

ROLL 2 OF 5

MAY 2015

PROPOSED RIGHT ROW

EXISTING GROUND @

PROPOSED LEFT ROW

EXISTING GROUND @

PROPOSED RIGHT ROW

EXISTING GROUND @

PROPOSED LEFT ROW

EXISTING GROUND @

PRELIMINARY

DECELERATION

345'

STORAGE100'

STORAGE

100'

DECELERATION

345'

DECELERATION345'

STORAGE100'

DECELERATION345'

TRAFFIC DIAGRAM

XXXX - 2036 ADT

XXX - 2016 ADT

LEGEND

NN

FM 2514

FM 2514

DECELER

ATI

ON

345'

PARKER-1

DECELERATION

345'STORAGE100'

PARKER-2PARKER-3

INSTALL CUL-DE-SAC

PROPOSED ROW

EXISTING ROWPROPOSED ROW

EXISTING ROW

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

2512 Hardware

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Edição número 2512 - 5 de dezembro de 2015

FM 2512 in Collin County - ftp.dot.state.tx.usftp.dot.state.tx.us/pub/txdot-info/dal/notices/fm-2512-schematic.pdfsta 527+00.00 begin csj 2679-03-015 sta 586+00.00 begin csj 2679-03-016

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