LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER NOT INTENDED … · 640 rhonda laverne ownes 667 darryl...
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4' 6' 5' 15' 20' PGL PGL RO LL 7 O F 8 DETAIL C TABLE OWNERSHIP PROPERTY TABLE OWNERSHIP PROPERTY TABLE OWNERSHIP PROPERTY TABLE OWNERSHIP PROPERTY TABLE OWNERSHIP PROPERTY TABLE OWNERSHIP PROPERTY TABLE OWNERSHIP PROPERTY https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: https://www.tad.org/data-download/ Source: 2018) May, updated: last (Database 2018) May, updated: last (Database 2018) May, updated: last (Database 2018) May, updated: last (Database 2018) May, updated: last (Database 2018) May, updated: last (Database 2018) May, updated: last (Database NORTHBOUND - 287 US NORTHBOUND - 287 US NORTHBOUND - 287 US SOUTHBOUND - 287 US SOUTHBOUND - 287 US SOUTHBOUND - 287 US SOUTHBOUND - 287 US PARCEL NO OWNER NO PARCEL OWNER NO PARCEL OWNER NO PARCEL OWNER NO PARCEL OWNER NO PARCEL OWNER NO PARCEL OWNER 626 LLC HOLDINGS, III BP IC 654 OMAR SH KHALED 682-A SHED L ALFRED 702-A* ROBINSON C LINDA 721 WALLACE E. CHARLES 739 PEREDES JOSE 758 INC. CONSULTANTS, TECHNOLOGY ANALYTICAL 627 INC. LAWHON, 655 PHILLIPS SMITH SHIRLEY 683 FRAZIER AL 702-B* JUAREZ JUAN 722 YOUNG O. JACQUELINE 740 FONSECA LIZET 759 LOPEZ LUIS JOSE 628 MCCARTY L. ARTENSY 656-A MEACHAM CARL CHRISTOPHER 684 SMITH EST LEE ASIE 702-C* JESUS DE JOSE 723 JR. MCGHEE, ERNEST 741 REYES SALVADOR 760 LP COMPANY, OUTDOOR ADVANTAGE 629 EVANS RUTH ZELMA 656-B BRACKINS JANICE 685 WHITROCK R. DENA 702-D* WORTH FORT OF CITY 723-A SERNA ANTONIO 742 JR. CAMPBELL, MICHAEL 761 MARTINEZ BERNIE STEPHEN 630 GUILLERY GRIFFEN H. JOAN 657 TUTT G. WILLIE 686 HARDAWAY W.J. 702-E* HERNANDEZ LOPEZ AUDELIA 723-B SANTOYO MANUEL JUAN 743 WORTH FORT OF CITY 762 GOD OF CHURCH CHAPEL SMITH 631 WOODERT LEE ROBERT 658 WITTROCK R. DENA 687 GILL C. JOSE 702-F* MARTINEZ JUAN 723-C SANTOYO JORGE 744 BRUTON LACRESHA 763 GOD OF CHURCH CHAPEL SMITH 632 SMITH VERNON 659 INVESTMENTS ESTATE REAL MILLER G.A. 687-A WILLIAMS SANDRA 702-G* LLC SQUARE RENAISSANCE 723-D AGUILAR ANTONIO JORGE 745 YORK J. LEROY 764 GARCIA CARLOS JUAN 633 WORTH FORT OF CITY 660 CASS NELL BERDIA 687-B GUERRERO RODRIGUEZ GABRIEL 702-H* LLC SQUARE RENAISSANCE 723-E AGUILAR ANTONIO JORGE 746 CARR E. HOWARD 765 GARCIA B. MANUEL 634 JOHNSON CURTIS 661 RIDDLE R. PEGGY 688 JR. OSBORNE, LEROY 702-I* LLC SQUARE RENAISSANCE 723-F MARTINEZ DANIEL 747 CESARIO RODRIGUEZ 766 LTD CO. LAND LOUIS 635 SMITH W. DARRELL 662 JACKSON T. ERNEST 689 DURAN ORLANDO 702-J* LLC SQUARE RENAISSANCE 723-G BARRAZA VALENTIN 748 RICARDO HURD, 767 LLC HOLDINGS, AQPC 636 COVARRBIAS LIDIA OLGA 663 SHERROD ANGELA 689-A SLOAN A BARBARA 702-K* MANAGEMENT MAX RAY 724 ROSS H. PERRY 749 LLC PROPERTIES, HESTIA 768 LTD PROPERTIES, OCATILLO 637 ALLEN ARTHUR DON 664 JR. MURRAY, ARTHUR WILLIE 690 FORD-LEE A. PHYLLIS 702-L* MANAGEMENT MAX RAY 725 JR. MCDONALD, D.W. 750 KILLION D. JACK 769 LLC PUMPS, FRAC PREMIUM 638 NEWTON ROY 665 JR. MURRAY, ARTHUR WILLIE 691 NGUYEN HUY 702-M* LP MANAGEMENT RAYMAX 726 FRAZIER RAY RONNIE 750-A RIOS GUADALUPE 770 RUMMEL JOHN 639 PROPERTIES HEY WAYNE 666 SIERRA GARCIA IMELDA 691-A PACKER VICKI 702 WALKER L. ROBERT 727 FRAZIER RAY RONNIE 750-B MARTINEZ ELIZABETH 771 WORTH FORT OF CITY 640 OWNES LAVERNE RHONDA 667 BARNES W. DARRYL 691-B BROWN WILLIAM 703 SPARKS O. WINSTON 728 MCNEELY D. RODNEY 750-C HARRISON CLEOUS 772 WORTH FORT OF CITY 641 PH.D. ELLIOTT-HILL, ARMENTHA 668 LLC GROUP, INVESTMENT SUMMERVILLE 692 LLC EQUITY, TARRANT 704 DURAN R. CALIXTO 729 BLACK A. SHIRLEY 750-D NIXON B ELOISE obtained from GIS data. * property survey pending. Interim parcel data 642 COCKER VILIAMI 669 INC. BUILDERS, ISAACS 693 SALVADOR GARCIA, 705 WHITAKER ANGELA 730 BLACK J. CATHY 750-E WOODS D FLORENE 643 COCKER VILIAMI 670 LEWIS MAE ANNIE 694-A HERNANDEZ MIGUEL 706 MARTINEZ AMPARO 731 JENKINS L. CELESTINE 751 KILLION D. JACK 644 THOMPSON SONYA 671 ESCOBAR MEJA D. MARIA 694-B MURILLO-FLORES CRISTINO SANTOS 707 BARRAZA VALENTIN 732 JENKINS L. CELESTINE 752 KILLION D. JACK 645 CHRIST IN GOD OF CHURCH BETHLEHEM 672 ATKINS L. LINDA 695 CHURCH COMMUNITY CHRIST JESUS OF FOLLOWERS 708 AGUILAR Z. MARIO 733 BENNETT T. ETHELYNE 753 LLC LIQUOR, KIN-DELLS 646 CHRIST IN GOD OF CHURCH BETHLEHEM 672-A LAUX F. SUSAN 696 HALL PRINCE WORHIIPFUL MOST 709 INC. PROPERTIES, A & N 734 BENNETT T. ETHELYNE 754 CABANSAG WAYNE F. 647 CHRIST IN GOD OF CHURCH BETHLEHEM 672-B TR EXEMPT GST G HOLLIS SLOAN, AND TEXAS OF LODGE GRAND 710 ZUNIGA M. JOSE 735 WEBB P. CLARENCE 755 GARDNER LEE CLARNECE 648 INC. ENTERPRISES, R&R SAI 673 LLC CO., LAND GUTIERREZ MASONS FREE ACCEPTED 711 ZUNIGA M. JOSE 736 BARRAZA LOPEZ SOFIA 756 LLC INVESTMENTS, PROPERTY CHICKSAW 649 ADEPEGBA ADENIYI MOJEED 674 ESTATE RELEFORD BURTON L. RUTH 697 HIXSON D. LISA 712 ZUNIGA M. JOSE 736-A MOORE T. CHARLES 757 INC. CONSULTANTS, TECHNOLOGY ANALYTICAL 649-A MOYA M MARTHA 675 ESPINOZA ISMAEL 698 SANFORD D. JAMES 713 JESSICA MARIA ZUNIGA, 737 LUO WEN-YEN obtained from GIS data. * property survey pending. Interim parcel data 649-B YANEZ ELIAS 676 MCCALISTER DIANA 699 TAYLOR W. DONALD 714 ZUNIGA ILEANA 738 LEE ALEX 649-C HERRERA ERICK 677 MCCALISTER DIANA 700 SCRUGGS LEE HENRY 715 ZUNIGA ILEANA data obtained from GIS data. * property survey pending. Interim parcel 650 LUTHERAN HOPE OF COMMUNITY 678 BARKER RONALD 701 SILVA SANDRA 716 BRUCE RICHARDSON WORTH FORT OF CHURCH 678-A LLC 32, ASSET VESTED 701-A* LLC PROPERTIES TEXAS R&K 717 BATTS BROWN AUDREY 650-A CH LUTHERAN HOPE OF COMMUNITY 679 GONZALEZ G. MARIA 701-B* INC MJD SAI 718 WORTH FORT OF CHURCH JERUSALEM NEW 651 INC. CHO, & JOE'S 680 GONZALEZ G. MARIA 701-C* SALVADOR DURAN, 719 GARCIA F. RICHARD 615-A INC. CHO, & JOE'S 681 SHACKLETT CHRISTINE 701-D* EST WILKS MAE ALICE FOSTER, 720-A VENTURA MOISES WILLIAM 652 LLC CHKN FRIS 682 BELMONTES ELLA ROSA 701-E* ENTERTAINMENT SPORTS TRI-STATE 720-B VENTURA MOISES WILLIAM 653 INC. BUSINESS, NOBLE HERNANDEZ) ELLA ROSA (F/K/A data obtained from GIS data. * property survey pending. Interim parcel data obtained from GIS data. * property survey pending. Interim parcel data obtained from GIS data. * property survey pending. Interim parcel data obtained from GIS data. * property survey pending. Interim parcel 240 + 00 245 + 00 250 + 00 255 + 00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 3 05 + 00 3 15 + 00 320+00 325 + 00 3 3 0 + 0 0 3 3 5 + 0 0 3 4 0 + 0 0 3 4 5 + 00 350+00 3 5 5 + 0 0 3 60 + 0 0 240 + 0 0 2 4 5 + 0 0 250 + 00 25 5 + 0 0 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 3 05 + 00 3 1 5 + 00 320+00 325 + 00 3 3 0 + 0 0 3 3 5 + 0 0 340 + 00 345 + 00 3 5 0 + 0 0 3 55 + 0 0 360+00 36 5 + 0 0 24 0 + 00 24 5 + 00 250 + 00 2 55 + 0 0 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325 + 00 3 30 + 0 0 335 + 00 3 40 + 00 3 4 5 + 00 350 + 00 3 5 5 + 0 0 3 60 + 0 0 24 0 + 00 24 5 + 00 250 + 00 2 55 + 0 0 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325 + 00 3 30 + 0 0 335 + 00 3 40 + 00 3 4 5 + 00 350 + 00 3 5 5 + 0 0 3 60 + 0 0 10 + 0 0 15 + 0 0 20 + 0 0 25 + 00 1 0 + 0 0 1 5 + 0 0 20 + 00 10+00 15 + 0 0 2 0 + 0 0 25+00 10+00 15 + 0 0 20 + 00 1 0 + 00 1 5 +0 0 2 0 + 00 2 5 +0 0 1 0 + 00 1 5 + 00 20 + 00 10+00 1 5 + 00 20 + 00 2 5 + 00 30 + 00 10+00 15 + 0 0 20 + 00 25 + 0 0 10+00 15+00 10+00 15+00 200+00 205+00 100+00 105+00 15+00 20+00 2 5 + 00 15+00 15+00 TARRANT COUNTY CITY OF FORT WORTH TARRANT COUNTY CITY OF FORT WORTH 6 2 6 62 7 6 28 6 2 9 6 3 0 6 31 6 3 2 6 33 634 6 3 5 63 6 6 37 63 8 6 40 6 41 6 39 64 2 6 43 6 44 64 5 64 6 6 4 7 648 649 650 651 652 654 653 65 5 657 6 58 65 9 6 60 661 662 663 6 6 4 66 5 6 6 6 6 67 66 8 66 9 6 70 6 71 672 6 7 3 674 675 67 6 677 67 8 67 9 680 681 68 2 6 8 3 68 4 6 8 5 6 8 6 68 7 6 88 68 9 69 0 69 1 6 92 6 93 695 6 9 6 69 7 698 69 9 7 00 701 7 02 7 03 70 4 7 05 7 06 70 7 70 8 7 09 710 7 1 1 7 12 71 3 7 1 4 7 1 5 71 6 71 7 71 8 71 9 7 21 722 7 2 3 7 2 4 72 5 7 2 6 72 8 7 29 730 73 2 731 7 3 3 72 7 73 4 7 35 736 7 37 738 739 74 0 7 4 1 7 42 743 7 4 4 74 5 74 6 7 47 7 49 75 0 7 5 1 7 5 2 7 5 3 7 54 7 55 7 5 6 757 758 7 59 76 0 7 61 7 6 2 76 3 7 64 76 5 766 76 7 76 8 7 6 9 7 7 0 7 71 656 - A 6 5 6 - B 69 4 - A 6 94 - B 7 20 - A 720 - B 649 - A 64 9 - B 6 4 9 - C 6 50 - A 651 - A 672 - A 67 2 - B 6 78 - A 6 82 - A 6 87 - A 687 - B 6 89 - A 6 91 - B 6 91 - A 7 2 3 - A 7 2 3 - B 7 23 - C 72 3 - D 7 23 - E 72 3 - F 7 2 3 - G 736 - A 7 50 - A 75 0 - B 75 0 - C 7 5 0 - D 7 5 0 - E 7 01 - A 7 01 - B 7 01 - C 701 - D 701 - E 70 2 - A 7 02 - B 702 - C 702 - D 7 0 2 - E 70 2 - F 70 2 - G 7 0 2 - H 70 2 - I 7 02 - J 702 - K 70 2 - L 7 0 2 - M 74 8 772 PLAN AND PROFILE I20 MAINLANE - STA 165+16.40 TO 250+00.00 PLAN AND PROFILE US 287 MAINLANE - STA 249+00.00 TO STA 364+00.00 PLAN AND PROFILE US 287 MAINLANE - STA 136+00.00 TO STA 223+75.37 PLAN AND PROFILE I20 MAINLANE - STA 221+00.00 TO 336+00.00 PLAN AND PROFILE I820 MAINLANE - STA 421+00.00 TO STA 504+00.00 PLAN AND PROFILE I820 MAINLANE - STA 504+00.00 TO STA 601+00.00 PLAN AND PROFILE I20 MAINLANE - STA 250+00.00 TO 309+42.31; STA 144+93.13 TO 221+00.00 PLAN AND PROFILE I820 MAINLANE - STA 291+00.00 TO STA 327+00.00; STA 327+00.00 TO 421+00.00 ROLL 8 OF 8 ROLL 7 OF 8 ROLL 6 OF 8 ROLL 5 OF 8 ROLL 4 OF 8 ROLL 3 OF 8 ROLL 2 OF 8 ROLL 1 OF 8 PRELIMINARY BIDDING, AND OR PERMIT PURPOSES NOT INTENDED FOR CONSTRUCTION, JUNE 2020 REVIEW SUBMITTAL LEGEND: FRONTAGE ROADS/U-TURNS/CITY STREETS PROPOSED GORE AREA SIDEWALKS GENERAL PURPOSE LANES (GP LANES) RAMPS CITY LIMITS EXISTING RIGHT-OF-WAY(R.O.W.) PROPOSED RIGHT-OF-WAY(R.O.W.) EXISTING DENIAL-OF-ACCESS PROPOSED DENIAL-OF-ACCESS EXISTING PROPERTY LINES PROPOSED RETAINING WALL SHOULDERS SHARED USE PATH PROPOSED BRIDGE(BENTS/ABUTMENTS) COLLECTOR/DISTRIBUTORS C-D DIRECT CONNECTORS DC PARKS EXISTING PAVEMENT TO BE REMOVED POTENTIAL DISPLACEMENTS EXISTING DRIVEWAYS TO BE REMOVED CARVER HEIGHTS HISTORIC DISTRICT CREEKS AND TRIBUTARIES EXISTING DRAINAGE EASEMENTS DIRECTION OF TRAFFIC GENERAL NOTES: PROPOSED NOISE BARRIER CEMETERIES 5. DESIGN BASED ON STATE PLANE COORDINATE SYSTEM. 4. DESIGN ACCOMMODATES WB-67 DESIGN VEHICLE. DURING FINAL DESIGN. SUPERSTRUCTURE DEPTHS SHALL BE DETERMINED ARE FOR GRAPHICS INFORMATION ONLY. 3. ALL BRIDGE STRUCTURES SHOWN ON PROFILES 2. PGL INDICATES PROFILE GRADE LINE. CLEARANCE LOCATION. THE LOWER ROADWAY AT THE MINIMUM UPPER ROADWAY STRUCTURE AND TOP OF VERTICAL CLEARANCE BETWEEN BOTTOM OF SEPARATION IS THE CALCULATED MINIMUM 1. THE CLEARANCE SHOWN AT GRADE PROPOSED DRAINAGE EASEMENTS FORT WORTH DISTRICT TEXAS DEPARTMENT OF TRANSPORTATION $FILEL$ $PLOTDRVS$ sgonzalez $sytime$ $sytime$ 5/15/2020 SOUTHEAST CONNECTOR PROJECT LOCATION MAP/KEYMAP $sytime$ LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER CSJ:2374-05-066 BEGIN PROJECT - I-20 CSJ:0008-13-206 END PROJECT - I-20 CSJ:0008-13-125 BEGIN PROJECT - I-820 CSJ:0008-13-206 BEGIN PROJECT - I-20 CSJ:2374-05-066 I-20 END PROJECT CSJ:0172-06-080 US 287 END PROJECT CSJ:0172-06-080 US 287 BEGIN PROJECT CSJ:0008-13-125 I-820 END PROJECT CSJ : 2374-05-066 I-20 FROM I-820 TO PARK SPRINGS BLVD US 287 CSJ : 0172-06-080 CSJ : 0172-09-028 FROM I-20 INTERCHANGE TO SUBLETT RD FROM I-820/US 287 INTERCHANGE TO BISHOP ST CSJ : 0008-13-125 CSJ : 0008-13-206 FROM I-20/I-820 INTERCHANGE TO FOREST HILL DRIVE FROM I-20 TO BRENTWOOD STAIR RD I-820 TARRANT COUNTY CSJ:0172-09-028 END PROJECT - US 287 CSJ:0172-09-028 BEGIN PROJECT - US 287 RI VER Lake Fosdic Lake White 0. 8 0. 6 0. 6 0 . 6 1 . 1 2. 1 FORT WORTH FORK TRI NI TY 0 . 4 AT & SF RY W O R T H F O R T UP RR 5 . 7 Co tt o nwood ARLI NGTON VI LLAGE RI VER WE S T C r ee k 6.8 0.4 0.7 1 . 2 5.0 5 . 7 7 . 7 4. 5 PACI FI C RAI LROAD PACI FI C RAI LROAD E DG E C L I FF 1 . 0 SYCAMORE FOREST CITY LI MI T 0.6 Wil dc at CREEK RAI LROAD FOREST HI LL CI TY LI MI T FORT WORTH CI TY FORT WORTH CITY LIMIT NORTHERN BURLI NG TON SYCAMORE CREEK 0. 6 4 . 9 1 . 5 HILL Pop 2,715 UNI ON A R L I NG T ON LAKE KENNEDALE K E NN E DA LE 0.7 0. 3 1 . 9 C o t t on wo od Cr e e k B r a n c h 2. 8 FORT W ORTH CREEK RUSH 4.4 CITY LIMIT LIMIT CREEK 6 . 7 BRANCH FORT WORTH CI TY LI MI T ARLI NGTON CI TY LI MI T CREEK LI MI T CI TY CI TY 1 . 5 KENNEDALE CITY LI MI T 1.9 KENNEDALE CI TY KEE CI TY LI MI T VI LL AGE ARLI NGTON RUS H 0. 3 ARLI NGTON ARLI NGTON CITY LI MI T 1 . 9 LI MI T RI VER W EST FORK VI L L AGE P RI VER T RI NI T Y 0. 8 LI MI T CITY FORT W ORTH LI MI T EDGECLI FF CI TY CI TY LI MI T SANTA FE BNSF LI MI T CREEK UPRR UNI ON BNSF UNI ON UNI ON PACI FI C RAI LROAD Pop 4,096 Ec h o La k e NORMALP OOLELE V55 0 . 0 ' LI M I T CI TY FORT WORTH UP UP B287 P B287 P B287 P 121 35W 287 81 35W 347 280 81 35W 377 35W 20 820 B287 P B287 P 347 35W 35W 199 CI TY C R E E K DALLAS AREA Park Oak Trader Park G r ee n w a y Lake Fosdic Lake White Park S y l v a n i a 0. 8 0. 6 0. 6 0 . 6 1 . 1 2. 1 Park Field H a r mo n FORK TRI NI TY 0 . 4 AT & SF RY W O R T H F O R T Park Lake O a k l a nd UP RR 5 . 7 Co tt o nwood ARLI NGTON RI VER WE S T C r ee k C e me t e r y White M a n s h i p Ray G o l f C ou r s e M u n i c i p a l M e a do w b r o o k Park S a n d y b r o o k 6.8 Cem H a rr i s on 0.4 0.7 1 . 2 5.0 5 . 7 7 . 7 4. 5 PACI FI C RAI LROAD PACI FI C RAI LROAD F O R E S T H I LL E DG E C L I FF Park Hills H i gh l a nd Park G r e e n b r i a r Park A monC a r t e r Park P r a i r i e D og C oun t r yC l ub G l e nG a r d e n Park S y ca mo r e Park G l e n w o od Park Hillside Park T a nd yH ill s Park S a g a mo r e Park Pate Park Creek Village Park Ellis I n s t i t u t i o n F e d e r a l C o rr ec t i on a l 1 . 0 SYCAMORE FOREST CITY LI MI T 0.6 Park E a s t ov e r Wil dc at CREEK RAI LROAD FOREST HI LL CI TY LI MI T FORT WORTH CI TY FORT WORTH CITY LIMIT NORTHERN BURLI NG TON SYCAMORE CREEK 0. 6 4 . 9 1 . 5 Course Golf S y c a mo r e HILL Pop 2,715 UNI ON Park R o s e d a l e C ou n t r yC l ub S h a d yV a ll e y A R L I NG T ON LAKE Cem Tate KENNEDALE K E NN E DA LE Cem H a w k i n s 0.7 0. 3 1 . 9 C o t t on wo od Cr e e k Park Lane Sandy B r a n c h 2. 8 Park S p r i ng s B o w ma n Park Foster C l a r e n ce FORT W ORTH CREEK RUSH 4.4 CITY LIMIT LIMIT LI MI T CREEK 6 . 7 BRANCH FORT WORTH CI TY LI MI T ARLI NGTON CI TY LI MI T Park H a nd l e y Cem H a nd l e y CREEK LI MI T CI TY CI TY 1 . 5 KENNEDALE CITY LI MI T 1.9 KEE CI TY LI MI T VI LL AGE 0. 3 Park Bunche ARLI NGTON ARLI NGTON CITY LI MI T 1 . 9 LI MI T Park V e t e r a n Park Will i a nM c D on a l d RI VER W EST FORK VI L L AGE P RI VER T RI NI T Y 0. 8 LI MI T FORT W ORTH LI MI T EDGECLI FF CI TY CI TY LI MI T Park Cobb SANTA FE BNSF U n i v e r s it y We s l e y a n Texas LI MI T CREEK UPRR UNI ON BNSF UNI ON UNI ON PACI FI C RAI LROAD Park V e t e r a n Pop 4,096 MHMR S t a t e S c ho o l F o r t Wo r t h B u r i a l P a r k R o s e H i l l Ec h o La k e S ou t hC a mp u s J un i o r C o ll e g e T a rr a n t C oun t y NORMALP OOLELE V55 0 . 0 ' LI M I T CI TY FORT WORTH UP UP B287 P B287 P B287 P 121 35W 287 81 35W 347 280 81 35W 377 35W 20 820 B287 P 347 35W 35W 199 CI TY C R E E K DALLAS W ORTH FORT Park Wood l a n d Center F e d e r a l M a s on i cH o me Park Arnold Park Park Oak Trader Park G r ee n w a y Park S y l v a n i a Park Field H a r mo n P i on ee r Rest Park Cem Park Lake O a k l a nd C e me t e r y White M a n s h i p Ray G o l f C ou r s e M u n i c i p a l M e a do w b r o o k Park S a n d y b r o o k Cem H a rr i s on Park Hills H i gh l a nd Park G r e e n b r i a r Park A monC a r t e r Park Park P r a i r i e D og Park S y ca mo r e Park G l e n w o od Park Hillside Park T a nd yH ill s Park S a g a mo r e Park Pate Park Creek Village Park Ellis I n s t i t u t i o n F e d e r a l C o rr ec t i on a l M a s on i cH o me Park Course Golf S y c a mo r e Cem C ou n t r yC l ub S h a d yV a ll e y Cem Tate Cem H a w k i n s Park Lane Sandy Park S p r i ng s B o w ma n Park Foster C l a r e n ce Park H a nd l e y Cem H a nd l e y Park Park V e t e r a n Park Will i a nM c D on a l d Park Pk Cem R o l li ng H i ll sP a r k Park Cobb E me r a l d Hills M e mo r i a l P a r kC e m F e d e r a l Center Park V e t e r a n MHMR S t a t e S c ho o l F o r t Wo r t h L a k e A r li ng t onG o l f C ou r s e B u r i a l P a r k R o s e H i l l S ou t hC a mp u s J un i o r C o ll e g e T a rr a n t C oun t y Arnold Park P i on ee r Rest Park Cem Park Park Cem Park Park Pk Cem R o l li ng H i ll sP a r k E me r a l d Hills M e mo r i a l P a r kC e m F e d e r a l Center L a k e A r li ng t onG o l f C ou r s e HORIZONTAL VERTICAL 100 200 400 40 20 10 0 0 0 0.5 1.0 MILE SCALE PLAN-PROFILE SCALES IN FEET HORIZONTAL VERTICAL CROSS SECTION SCALES IN FEET 0 25 50 25 12.5 0 50 100 INDEX OF ROLLS R O LL 1 ROLL 2 R O L L 3 RO LL 4 RO LL 5 RO LL 7 RO L L 8 RO LL 6 PUBLIC HEARING DISPLAY TBPE REGISTRATION NO. F-1046 PREPARED BY BGE, INC. Texas Department of Transportation R C 2020 ALL RIGHTS RESERVED BY TEXAS DEPARTMENT OF TRANSPORTATION R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on P UB L I C HE A R I NG DI SP L AY F O R S OUT HE A S T C ONN E C T O R DA TE : J UN E 2020 C O UN T Y : T A RR AN T DA TE : C O UN T Y : T A RR AN T R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on R Te x a s D e p a r t m e n t o fTr a n s po r t a ti on DA TE : C O UN T Y : T A RR AN T SUPERELEVATION SIGN CONVENTION SUPERELEVATION TABLE CHAIN NAME CROSS SLOPE LT CROSS SLOPE RT 368+00.00 -2.00% -2.00% SUPERELEVATION TABLE CHAIN NAME CROSS SLOPE LT CROSS SLOPE RT EXISTING EXISTING 580 590 600 610 620 630 640 650 660 670 680 690 PROPOSED PGL PROPOSED PGL 2:1 2:1 REMAIN EXISTING TO EXISTING GROUND AT PGL EXISTING GROUND AT PGL STA = 283+75.00 EL = 656.90' (- ) 1 . 70 % (-) 1 . 3 0 % L = 225.00' K = 570 ex = 0.11' STA = 332+00.00 EL = 654.80' ( + ) 1 . 44 % ( -) 1 . 88 % L = 850.00' K = 256 ex = -3.53' STA = 350+75.00 EL = 619.53' (- ) 1 . 88 % ( -) 1 . 02 % L = 175.00' K = 203 ex = 0.19' STA = 365+50.00 EL = 604.50' ( -) 1 . 02 % ( + ) 1 . 5 0 % L = 475.00' K = 189 ex = 1.50' VPC 282+62.50 EL = 658.80' VPT 284+87.50 EL = 655.43' VPC 327+75.00 EL = 648.66' VPT 336+25.00 EL = 646.81' VPC 349+87.50 EL = 621.18' VPT 351+62.50 EL = 618.64' VPC 363+12.50 EL = 606.92' VPT 367+87.50 EL = 608.06' EL = 611.97' STA = 370+48.17 END US287N PGL 16.99 ' 18.28 ' 18.96 ' 18.84 ' 16.48 ' STA = 302+32.38 BEGIN BRIDGE STA = 312+58.86 END BRIDGE STA = 297+25.00 EL = 639.32' (- ) 1 . 30 % ( + ) 2 . 84 % L = 950.00' K = 229 ex = 4.92' STA = 310+50.00 EL = 677.00' ( + ) 2 . 8 4 % ( -) 2 . 90 % L = 1,425.00' K = 248 ex = -10.24' STA = 322+75.00 EL = 641.44' (- ) 2 . 9 0 % ( + ) 1 . 4 4 % L = 800.00' K = 184 ex = 4.35' VPC 292+50.00 EL = 645.50' VPT 302+00.00 EL = 652.83' VPC 303+37.50 EL = 656.74' VPT 317+62.50 EL = 656.32' VPC 318+75.00 EL = 653.05' VPT 326+75.00 EL = 647.22' EL = 672.51' STA = 258+00.00 BEGIN US287N PGL STA = 255+50.00 EL = 665.38' (-) 1 . 94 % ( + ) 2 . 76 % L = 500.00' K = 107 ex = 2.93' STA = 264+00.00 EL = 688.81' ( + ) 2 . 76 % (-) 2 . 05 % L = 1,200.00' K = 249 ex = -7.22' STA = 270+00.00 EL = 676.48' (-) 2 . 05 % (+) 16, 066,661.26% STA = 270+00.00 EL = 676.72' (+) 16,066,661.26% (- ) 2 . 21 % STA = 272+00.00 EL = 672.29' ( -) 2 . 21 % ( - ) 0 . 94 % L = 250.00' K = 196 ex = 0.40' STA = 278+00.00 EL = 666.65' (-) 0 . 94 % ( -) 1 . 70 % L = 225.00' K = 297 ex = -0.21' VPT 253+00.00 EL = 670.22' VPC 253+00.00 EL = 670.22' VPT 258+00.00 EL = 672.27' VPC 258+00.00 EL = 672.27' VPT 270+00.00 EL = 676.48' VPC 270+75.00 EL = 675.06' VPT 273+25.00 EL = 671.12' VPC 276+87.50 EL = 667.71' VPT 279+12.50 EL = 664.74' PROPOSED DRAINAGE 2-6'x3'MBC (TO BE REMOVED) EXISTING DRAINAGE 2-5'X3' MBC D.S. FL=607.41 U.S. FL=611.60 250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00 653.6 673.5 672.9 672.0 672.8 675.6 678.5 680.5 682.2 683.2 683.7 683.8 683.1 682.3 681.1 679.9 678.9 677.7 676.3 674.7 672.8 671.4 669.7 668.1 666.5 664.9 663.3 661.4 660.0 658.4 656.5 655.2 653.8 652.6 651.1 649.9 648.5 647.2 646.1 645.0 643.9 643.5 643.8 644.3 645.2 646.1 646.9 647.8 648.8 650.3 651.9 653.6 655.3 657.0 658.3 648.6 636.7 637.0 652.5 659.4 658.1 656.2 654.2 652.4 650.3 648.2 646.1 644.4 643.4 643.4 643.9 644.9 646.1 647.7 649.1 650.5 651.7 651.8 651.7 651.3 650.2 648.8 646.7 644.8 642.6 640.7 638.9 637.2 635.2 633.3 631.4 629.3 627.1 625.4 624.1 622.8 621.8 620.7 619.9 619.0 618.1 617.1 616.1 615.2 614.4 613.4 612.3 611.2 610.2 609.1 607.8 606.8 606.0 605.7 605.9 606.7 607.6 661.56 659.86 658.18 656.64 655.27 653.97 652.67 651.36 650.06 648.76 647.46 649.01 650.16 650.92 651.29 651.27 650.85 650.05 648.85 647.26 645.40 643.51 641.63 639.75 637.87 635.99 634.11 632.23 630.35 628.47 626.59 624.70 622.82 620.95 619.37 618.26 617.24 616.22 615.20 614.18 613.16 612.14 611.12 610.11 609.09 608.07 607.05 606.23 605.94 606.18 606.95 608.25 609.75 611.25 646.16 644.91 644.04 643.61 643.62 644.06 644.94 646.26 648.01 650.20 652.83 655.67 658.44 660.83 662.81 664.40 665.58 666.35 666.73 666.70 666.27 665.43 664.19 662.55 660.50 658.05 655.23 652.35 649.85 647.90 646.49 645.62 645.30 645.52 646.29 647.58 670.2 668.8 668.2 668.6 670.0 672.27 674.83 676.98 678.73 680.09 681.04 681.59 681.74 681.49 680.84 679.79 678.33 676.48 674.52 672.69 671.37 670.41 669.47 668.53 667.59 666.44 664.95 663.26 M AT CHL I NE I US 287 US 287 LEGEND 1,000 - 2025 ADT 1,000 - 2045 ADT 1,000 - 2055 ADT NOT TO SCALE M AT CHL I NE I US 287 US 287 LEGEND 1,000 - 2025 ADT 1,000 - 2045 ADT 1,000 - 2055 ADT NOT TO SCALE MATCHLINE J-1 MATCHLINE J-2 DIVISION ON 8-20-2019 APPROVED BY TXDOT TP&P NOTE: TRAFFIC VOLUMES CAREY ST VILLAGE CREEK DR VILLAGE CREEK DR DETAIL B US 287 US 287 DETAIL C US 287 US 287 M AT CHL I NE I- 1 WILBARGER ST WILBARGER ST MILLER AVE MILLER AVE ERATH ST ERATH ST SEE DETAIL C DETAIL A US 287 US 287 DETAIL A US 287 US 287 M AT CHL I NE G - 1 MATCHLINE H-1 DETAIL B BISHOP ST VAUGHN BLVD BERRY ST VAUGHN BLVD BERRY ST BISHOP ST SEE DETAIL A SEE DETAIL B LOIS ST BERRY ST VAUGHN BLVD BISHOP ST LOIS ST 2.0% 4.0% 2.0% 4.0% [ US 287 N 4.0% 4.0% 2.0% 4.0% 4.0% 2.0% 6 : 1 10 : 1 3 : 1 3 : 1 3 : 1 3 : 1 4.0% 4.0% 10' 10' LANE AUX R.O.W. EXISTING R.O.W. EXISTING EXISTING R.O.W. 2' 0-12' 36' 20' 6' 12' 12' 4' 55' 6' 10' 36' 12' 20' 6' 12' 12' 2' 4' 47' 6' 6' 36'-48' 12' EXISTING VILLAGE CREEK ROAD STA 10+80-20+00 EXISTING VILLAGE CREEK ROAD PGL PGL PGL PGL EXISTING RAMP TYPICAL SECTION 2% 4% 4% 4 : 1 3 : 1 STA 258+00 - 364+00 STA 6+00-10+80 EXISTING U-TURN TYPICAL SECTION 2% 2% 2% EXISTING US 287 TYPICAL SECTION 338-350' 2' 2' 4 : 1 [ US 287 CLEAR ZONE TYPICAL 350' (350'-850') 4 : 1 6 : 1 6 : 1 2.0% 2' 2' 36' | NB FR RD US 287 SOUTHBOUND FRONTAGE ROAD 12' 0-12' 12' 12' 12' 12' 12' 0-12' 12' 12' 12' 12' 36' 30' 20' 3 MAINLANES US 287 NORTHBOUND MAINLANES AUX SHLDR SHLDR SHLDR SHLDR AUX SUP 3:1MAX 6:1USUAL 12' 28'-40' 0-12' AUX EXISTING ROW STA 13+40-16+60 STA 6+00-13+40, 16+60-20+00 PROPOSED VILLAGE CREEK ROAD PROPOSED VILLAGE CREEK ROAD PROPOSED RAMP TYPICAL SECTION VA R I E S 6 : 1 6 : 1 RAMP ZONE CLEAR ZONE CLEAR PGL ( 3 : 1 M AX F I LL ) 4 : 1 U S UA L ( C U T ) 4 : 1 M AX SHLDR SHLDR 4' 16' 16' 8' 14' US 287 SOUTHBOUND MAINLANES 12' 3:1MAX 6:1USUAL 4.0% 2' 2.0% 12' 12' 28' 2' SDWK 6' 4.0% 2' 2.0% 12' 12' 28' 2' 3:1MAX [ US 287 TYPICAL 350' (350'-850') 2.0% 2' 2' 2' 2' 2.0% | SB FR RD 36' 20' | NB FR RD US 287 NORTHBOUND FRONTAGE ROAD US 287 SOUTHBOUND FRONTAGE ROAD 12' 0-12' 12' 12' 12' 12' 12' 0-12' 12' 12' 12' 12' 36' 20' 3 MAINLANES US 287 NORTHBOUND MAINLANES SDWK AUX SHLDR SHLDR SHLDR SHLDR AUX SUP 3:1MAX 6:1USUAL 4:1MAX 6:1USUAL 12' 28'-40' 12' 28'-40' 0-12' AUX AUX EXISTING ROW EXISTING ROW 0-12' US 287 SOUTHBOUND MAINLANES 12' CLEAR ZONE 30' 3 : 1 M AX 6 : 1 U S UA L 3 : 1 M AX 6 : 1 U S UA L 4 : 1 2' 2' 2.0% | SB FR RD 20' US 287 NORTHBOUND FRONTAGE ROAD SDWK 4:1MAX 6:1USUAL 12' 28'-40' AUX EXISTING ROW 0-12' 3 MAINLANES 3 MAINLANES 20' | FR RD USUAL SDWK 6' 20' USUAL | FR RD 3:1MAX 3:1MAX 6:1USUAL 10' 5' 6' 7' 10' 5' 2.5% 4 : 1 6 : 1 2.5% 6 : 1 6' 7' ROW ROW PGL PGL PGL PGL PGL PGL USUAL USUAL USUAL USUAL PROPOSED RETAINING WALL PROPOSED RETAINING WALL ALONG SIDEWALK ALONG SIDEWALK 12' 12' STA 318+45-349+90;STA 361+90-364+00 STA 258+00-263+80;STA 274+20-304+45 2' 2' 162' 5' 7' 7' 5' 80' PGL PGL PROPOSED US287N TYPICAL SECTION 2.0% 2.0% 2.0% 2.0% 2.5% 2.0% 2.0% 2.0% 2.5% 2.0% STA 349+90-361-90 STA 304+45-318+45 STA 263+80-274+20 6 : 1 U S U A L 3 : 1 M AX 6 : 1 U S UA L 3 : 1 M AX 3:1MAX 6:1USUAL 2' 2.0% 12' 12' 28' 2' 3:1MAX USUAL | FR RD ROW 15' PROPOSED RETAINING WALL PROPOSED RETAINING WALL ALONG SHARED USE PATH ALONG SHARED USE PATH 20' 8" 8" PGL 4:1MAX 6:1USUAL PATH USE SHARED 10' REDUCED 3:1MAX 6:1USUAL 2' 2.0% 12' 12' 28' 2' USUAL | FR RD ROW 15' 20' 8" PGL PATH USE SHARED 10' REDUCED 8" GENERAL PURPOSE LANES (GP LANES) GENERAL PURPOSE LANES (GP LANES) FRONTAGE ROADS/U-TURNS/CITY STREETS 4. DESIGN ACCOMMODATES WB-67 DESIGN VEHICLE. DURING FINAL DESIGN. SUPERSTRUCTURE DEPTHS SHALL BE DETERMINED ARE FOR GRAPHICS INFORMATION ONLY. 3. ALL BRIDGE STRUCTURES SHOWN ON PROFILES 2. PGL INDICATES PROFILE GRADE LINE. CLEARANCE LOCATION. THE LOWER ROADWAY AT THE MINIMUM UPPER ROADWAY STRUCTURE AND TOP OF VERTICAL CLEARANCE BETWEEN BOTTOM OF SEPARATION IS THE CALCULATED MINIMUM 1. THE CLEARANCE SHOWN AT GRADE STREET ERATH WILBARGER STREET / AVENUE MILLER ROAD VILLAGE CREEK US 287 MAINLANE NOISE BARRIER 16 NOISE BARRIER 17 NOISE BARRIER 16 NOISE BARRIER 16 NOISE BARRIER 16 NOISE BARRIER 14 NOISE BARRIER 14 NOISE BARRIER 14 NOISE BARRIER 15 NOISE BARRIER 15 NOISE BARRIER 15 NOISE BARRIER 14 NOISE BARRIER 14 NOISE BARRIER 14 NOISE BARRIER 13 NOISE BARRIER 12 NOISE BARRIER 12 OTHER TxDOT PROJECT OTHER TxDOT PROJECT EXISTING STREETS TO REMAIN TRANSIT STATION INTERSTATE 820 INTERSTATE 20 287 287 INTERSTATE 35W INTERSTATE 30 287 INTERSTATE 820 INTERSTATE 35W INTERSTATE 820 INTERSTATE 30 INTERSTATE 20 INTERSTATE 820 SPUR 303 TEXAS 180 BUSINESS 287 BUSINESS 287 3,600 4,800 5,300 7,800 10,400 11,700 2,700 3,800 4,300 4,700 6,300 7,100 4,700 6,300 7,100 7,000 9,500 10,700 33,700 45,400 51,200 32,700 44,100 49,800 32,700 44,100 49,800 33,700 45,400 51,200 2,100 2,800 3,200 2,000 2,600 2,900 1,300 1,700 1,800 5,100 6,800 7,700 7,400 10,100 11,400 1,900 2,600 2,900 4,200 5,700 6,500 1,200 1,600 1,700 1,600 2,100 2,200 1,800 2,600 2,900 1,100 1,500 1,700 100 200 300 100 200 300 100 200 300 700 1,100 1,200 600 1,000 1,100 100 200 300 5,500 7,300 8,400 3,600 4,700 5,500 3,200 4,200 4,800 1,900 2,600 2,900 6,900 9,300 10,300 3,800 5,200 5,900 5,300 7,200 8,100 12,100 16,400 18,500 29,000 39,100 44,100 28,000 37,800 42,700 33,300 45,000 50,800 32,800 44,300 50,000 33,300 45,000 50,800 32,800 44,300 50,000 4,000 5,400 6,100 4,000 5,400 6,100 37,300 50,400 56,900 36,800 49,700 56,100 37,300 50,400 56,900 36,800 49,700 56,100 200 300 400 300 400 500 600 700 800 200 300 400 800 1,000 1,200 700 900 1,100 200 300 400 500 600 700 800 1,300 1,600 200 300 400 300 600 700 300 400 500 600 700 800 200 300 400 800 1,000 1,200 700 900 1,100 200 300 400 500 600 700 700 1,200 1,500 2,000 2,700 3,000 2,100 2,800 3,100 1,600 2,100 2,200 8,600 11,600 13,100 6,300 8,500 9,700 11,100 15,000 17,000 1,400 1,900 2,100 6,100 8,200 9,300 1,100 1,500 1,700 4,600 6,200 7,000 6,300 8,500 9,600 200 300 400 200 300 400 2,300 3,100 3,500 200 300 400 8,300 11,200 12,600 7,900 10,900 12,400 4,700 6,600 7,600 3,500 4,700 5,300 4,500 6,100 6,700 300 400 500 4,800 6,500 7,200 4,400 6,200 7,100 3,500 4,700 5,300 11,100 15,100 17,100 6,800 9,200 10,400 300 400 500 1,500 2,000 2,300 6,500 8,800 9,900 400 500 600 8,400 11,300 12,800 300 400 500 600 800 900 6,500 8,900 10,200 4,300 5,800 6,400 300 400 500 8,800 12,000 13,400 3,000 4,200 4,800 3,000 4,200 4,800 3,100 4,400 5,100 5,800 7,800 8,600 6,300 8,400 9,300 500 600 700 3,600 5,000 5,800 6,100 8,200 9,200 11,600 15,600 17,400 500 700 800 4,900 6,600 7,500 1,400 1,900 2,100 2,200 3,000 3,400 2,700 3,700 4,000 3,900 5,300 6,000 400 500 600 5,000 6,800 7,700 900 1,200 1,400 2,200 3,000 3,400 1,700 2,500 2,900 4,000 5,400 6,100 1,800 2,400 2,700 1,700 2,300 2,600 7,300 9,800 10,800 1,100 1,500 1,700 1,100 1,500 1,700 4,700 6,300 7,100 4,700 6,300 7,100 32,100 43,400 49,000 32,600 44,100 49,800 32,100 43,400 49,000 32,600 44,100 49,800 32,100 43,400 49,000 32,600 44,100 49,800 8,200 11,000 12,500 200 300 500 3,400 4,600 4,900 3,000 4,100 4,700 200 300 400 8,000 10,700 12,000 7,900 10,700 12,000 5,000 6,800 7,600 2,900 3,900 4,400 6,500 8,800 9,700 1,100 1,500 1,700 5,200 7,000 7,600 200 300 400 2,100 2,900 3,300 1,800 2,400 2,700 3,200 4,400 5,000 3,600 4,900 5,500 300 400 500 3,300 4,500 5,000 8,400 11,300 12,500 5,900 8,000 9,100 600 800 900 3,800 5,200 5,700 8,800 11,900 13,400 8,500 11,600 13,300 500 700 800 5,800 7,800 8,700 1,000 1,400 1,600 200 300 400 900 1,200 1,400 500 700 800 300 400 500 200 300 400 1,600 2,200 2,300 4,800 6,500 7,400 5,500 7,600 8,700 3,100 4,200 4,700 6,600 9,000 10,100 5,300 7,400 8,600 2,500 3,300 3,900 3,200 4,400 4,900 2,100 3,000 3,700 800 1,100 1,200 300 400 500 2,600 3,500 3,800 200 300 400 2,300 3,000 3,500 2,500 3,300 3,700 2,900 3,900 4,500 200 300 400 400 600 700 2,900 3,900 4,300 400 500 600 5,800 7,800 8,600 3,400 4,600 5,200 300 400 500 6,700 9,000 10,100 900 1,200 1,400 200 300 400 7,200 9,800 11,100 800 1,100 1,200 400 500 600 1,200 1,600 1,700 1,500 2,000 2,300 1,000 1,400 1,600 1,000 1,300 1,400 200 300 400 200 300 400 200 300 400 200 300 400 200 300 400 200 300 400 600 900 1,200 600 900 1,200 P A R K CR EE K V I LL AG E C E METE R Y P R I VA T E E X I S T I NG ROADWAY TYPE DESIGN SPEED I-20 GENERAL PURPOSE LANES URBAN INTERSTATE I-820 GENERAL PURPOSE LANES URBAN INTERSTATE US 287 GENERAL PURPOSE LANES URBAN FREEWAY COLLECTOR DISTRIBUTORS URBAN INTERSTATE 50 MPH URBAN COLLECTOR BY-PASS FRONTAGE ROADS URBAN COLLECTOR 40 MPH U-TURNS URBAN COLLECTOR 15 MPH CONNECTIONS TO CRAIG ST URBAN COLLECTOR 20 MPH FOREST HILL DRIVE URBAN ARTERIAL BU 287 P (MANSFIELD HIGHWAY) URBAN ARTERIAL BOWMAN SPRINGS RD URBAN ARTERIAL LITTLE ROAD URBAN ARTERIAL GREEN OAKS BOULEVARD URBAN ARTERIAL KELLY ELLIOTT ROAD URBAN ARTERIAL MEADOWBROOK DRIVE URBAN ARTERIAL URBAN ARTERIAL 40 MPH SPUR 303 (ROSEDALE BOULEVARD) URBAN ARTERIAL 40 MPH E BERRY STREET URBAN ARTERIAL MILLER AVENUE URBAN ARTERIAL HARTMAN ROAD URBAN COLLECTOR ANGLIN DRIVE URBAN COLLECTOR CRAIG STREET URBAN COLLECTOR RAMEY AVENUE URBAN COLLECTOR WILBARGER STREET URBAN COLLECTOR MARTIN STREET URBAN COLLECTOR SUNVALLEY DRIVE URBAN COLLECTOR URBAN COLLECTOR ERATH STREET LOCAL ROAD 30 MPH CAREY STREET LOCAL ROAD 30 MPH SH 180 (E LANCASTER AVENUE) FUNCTIONAL CLASS 144+93.13 AH) - 212+00.00 50 MPH - STA 155+50.00 - (309+42.31 BK = SUBLETT ROAD URBAN ARTERIAL 40 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH 30 MPH VILLAGE CREEK ROAD 70 MPH URBAN INTERSTATE URBAN ARTERIAL URBAN ARTERIAL 45 MPH 50 MPH - UNLESS OTHERWISE NOTED BELOW 50 MPH - UNLESS OTHERWISE NOTED BELOW 357+92.11 AH) - STA 365+00.00 50 MPH - STA 282+11.00 - (358+24.92 BK = 468+73.56 AH) - STA 579+85.28 70 MPH - STA 365+00.00 - (468+76.12 BK = 820S287N 287N20E DIRECT CONNECTORS 40 MPH 45 MPH 50 MPH - UNLESS OTHERWISE NOTED BELOW 40 MPH 45 MPH VIL287N RAMPS (US 287) 820NVIL, 287CDNSUN, SUN287CDS 820SMANS, 820SSUN, 20ESUN, MART820N, GOAK20W, 820NROS, 20WMANS, MANS820N, 20EBOWM RAMPS (I-20 AND I-820) US287SNBFR US287SSBFR FRONTAGE ROADS 30 MPH - STA 220+75.00 - STA 222+25.00 30 MPH - STA 123+87.50 - STA 126+12.50 40 MPH - UNLESS OTHERWISE NOTED BELOW 70 MPH - STA 212+00 R2 - STA 330+00 R2 DATED 8-20-2019 APPROVED BY TxDOT TP&P DIVISION YEAR 2045 PROJECTIONS TRAFFIC VOLUMES BASED ON TO US 287 FROM I-20 I-820 STAIR RD TO BRENTWOOD FROM US 287 I-820 BLVD TO PARK SPRINGS INTERCHANGE FROM I-20/I820 I-20 TO FOREST HILL DR INTERCHANGE FROM I-20/I820 I-20 TO BISHOP STREET FROM I-820 US 287 TO SUBLETT RD FROM I-20 US 287 AVERAGE DAILY TRAFFIC MAINLANES - 2025 (2045) 145,300 (196,100) 110,500 (149,200) 231,200 (312,600) 202,100 (272,700) 74,100 (100,100) 73,900 (99,900) AVERAGE DAILY TRAFFIC FRONTAGE ROADS - 2025 (2045) 31,200 (41,600) 31,200 (41,600) 37,700 (50,800) 20,500 (28,300) 14,800 (19,900) 24,200 (33,300) DIRECTIONAL DISTRIBUTION 52.0} 52.0} 53.0} 53.0} 54.0} 54.0} PERCENT TRUCKS OF ADT 5.5} 6.2} 8.1} 8.7} 7.2} 10.0} K FACTOR 9.9} 9.9} 7.2} 7.2} 9.7} 9.7} [ US287 - STA 364+00 SEE ROLL 4 OF 8 [ US287 - STA 364+00 SEE ROLL 4 OF 14 PROPOSED PROPOSED BI S HOP S T W I CHI T A S T REE D S T VA U G H NB L VD E RAT H S T S HACKL E F O RD S T BAY L O R S T HARDE M AN S T VAUGHN BL VD W I L BARG E R S T KI LL I AN S T CHI L DRE S S S T DO W DE LL S T CO LL I N S T M I L L E R AVE CHI CKAS AW AVE DONALE E S T BRI GHT S T S YDNE Y S T REE D S T CO M ANCHE S T RUF US S T DONAL EE S T G RAY S ON S T CAS T LE M AN S T DO W DELL S T F RE DDI E S T BAY L O R S T M I L L E R AVE P I E RCE AVE HI L L S I DE AVE F AI RL ANE AVE J E AN AVE M ART I N S T S E DG E W OO D TE RACE HI LL S I DE AVE S HUGHE S AVE BURKE RD W I L HEL M S T W I L B A R G E RS T S E DGE W OOD T E RRACE RI M BE Y RD HARDE M AN S T BO W M AN SP RI NG S RD BI S HOP S T VI L L AG E CREE K RD VI LL AG E CREE K RD S COLL ARD S T E BE RRY S T E BE RRY S T RE NAI SS ANCE DR E M E RS ON S T VA U GHNB L VD E RAT H S T M ONT AGUE CT N 0 100 200 400 HORIZONTAL 2 8 7
Transcript of LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER NOT INTENDED … · 640 rhonda laverne ownes 667 darryl...
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2018) May, updated: last(Database 2018) May, updated: last(Database 2018) May, updated: last(Database 2018) May, updated: last(Database 2018) May, updated: last(Database 2018) May, updated: last(Database 2018) May, updated: last(Database
NORTHBOUND - 287US NORTHBOUND - 287US NORTHBOUND - 287US SOUTHBOUND - 287US SOUTHBOUND - 287US SOUTHBOUND - 287US SOUTHBOUND - 287US
PARCEL NO OWNER NOPARCEL OWNER NOPARCEL OWNER NOPARCEL OWNER NOPARCEL OWNER NOPARCEL OWNER NOPARCEL OWNER
626 LLC HOLDINGS, III BPIC 654 OMAR SHKHALED 682-A SHED LALFRED 702-A* ROBINSON CLINDA 721 WALLACE E.CHARLES 739 PEREDESJOSE 758 INC. CONSULTANTS, TECHNOLOGYANALYTICAL
627 INC.LAWHON, 655 PHILLIPS SMITHSHIRLEY 683 FRAZIERAL 702-B* JUAREZJUAN 722 YOUNG O.JACQUELINE 740 FONSECALIZET 759 LOPEZ LUISJOSE
628 MCCARTY L.ARTENSY 656-A MEACHAM CARLCHRISTOPHER 684 SMITH EST LEEASIE 702-C* JESUS DEJOSE 723 JR. MCGHEE,ERNEST 741 REYESSALVADOR 760 LP COMPANY, OUTDOORADVANTAGE
629 EVANS RUTHZELMA 656-B BRACKINSJANICE 685 WHITROCK R.DENA 702-D* WORTH FORT OFCITY 723-A SERNAANTONIO 742 JR. CAMPBELL,MICHAEL 761 MARTINEZ BERNIESTEPHEN
630 GUILLERY GRIFFEN H.JOAN 657 TUTT G.WILLIE 686 HARDAWAYW.J. 702-E* HERNANDEZ LOPEZAUDELIA 723-B SANTOYO MANUELJUAN 743 WORTH FORT OFCITY 762 GOD OF CHURCH CHAPELSMITH
631 WOODERT LEEROBERT 658 WITTROCK R.DENA 687 GILL C.JOSE 702-F* MARTINEZJUAN 723-C SANTOYOJORGE 744 BRUTONLACRESHA 763 GOD OF CHURCH CHAPELSMITH
632 SMITHVERNON 659 INVESTMENTS ESTATE REAL MILLERG.A. 687-A WILLIAMSSANDRA 702-G* LLC SQUARERENAISSANCE 723-D AGUILAR ANTONIOJORGE 745 YORK J.LEROY 764 GARCIA CARLOSJUAN
633 WORTH FORT OFCITY 660 CASS NELLBERDIA 687-B GUERRERO RODRIGUEZGABRIEL 702-H* LLC SQUARERENAISSANCE 723-E AGUILAR ANTONIOJORGE 746 CARR E.HOWARD 765 GARCIA B.MANUEL
634 JOHNSONCURTIS 661 RIDDLE R.PEGGY 688 JR. OSBORNE,LEROY 702-I* LLC SQUARERENAISSANCE 723-F MARTINEZDANIEL 747 CESARIORODRIGUEZ 766 LTD CO. LANDLOUIS
635 SMITH W.DARRELL 662 JACKSON T.ERNEST 689 DURANORLANDO 702-J* LLC SQUARERENAISSANCE 723-G BARRAZAVALENTIN 748 RICARDOHURD, 767 LLC HOLDINGS,AQPC
636 COVARRBIAS LIDIAOLGA 663 SHERRODANGELA 689-A SLOAN ABARBARA 702-K* MANAGEMENT MAXRAY 724 ROSS H.PERRY 749 LLC PROPERTIES,HESTIA 768 LTD PROPERTIES,OCATILLO
637 ALLEN ARTHURDON 664 JR. MURRAY, ARTHURWILLIE 690 FORD-LEE A.PHYLLIS 702-L* MANAGEMENT MAXRAY 725 JR. MCDONALD,D.W. 750 KILLION D.JACK 769 LLC PUMPS, FRACPREMIUM
638 NEWTONROY 665 JR. MURRAY, ARTHURWILLIE 691 NGUYENHUY 702-M* LP MANAGEMENTRAYMAX 726 FRAZIER RAYRONNIE 750-A RIOSGUADALUPE 770 RUMMELJOHN
639 PROPERTIES HEYWAYNE 666 SIERRA GARCIAIMELDA 691-A PACKERVICKI 702 WALKER L.ROBERT 727 FRAZIER RAYRONNIE 750-B MARTINEZELIZABETH 771 WORTH FORT OFCITY
640 OWNES LAVERNERHONDA 667 BARNES W.DARRYL 691-B BROWNWILLIAM 703 SPARKS O.WINSTON 728 MCNEELY D.RODNEY 750-C HARRISONCLEOUS 772 WORTH FORT OFCITY
641 PH.D. ELLIOTT-HILL,ARMENTHA 668 LLC GROUP, INVESTMENTSUMMERVILLE 692 LLC EQUITY,TARRANT 704 DURAN R.CALIXTO 729 BLACK A.SHIRLEY 750-D NIXON BELOISEobtained from GIS data.* property survey pending. Interim parcel data
642 COCKERVILIAMI 669 INC. BUILDERS,ISAACS 693 SALVADORGARCIA, 705 WHITAKERANGELA 730 BLACK J.CATHY 750-E WOODS DFLORENE
643 COCKERVILIAMI 670 LEWIS MAEANNIE 694-A HERNANDEZMIGUEL 706 MARTINEZAMPARO 731 JENKINS L.CELESTINE 751 KILLION D.JACK
644 THOMPSONSONYA 671 ESCOBAR MEJA D.MARIA 694-B MURILLO-FLORES CRISTINOSANTOS 707 BARRAZAVALENTIN 732 JENKINS L.CELESTINE 752 KILLION D.JACK
645 CHRIST IN GOD OF CHURCHBETHLEHEM 672 ATKINS L.LINDA 695 CHURCH COMMUNITY CHRIST JESUS OFFOLLOWERS 708 AGUILAR Z.MARIO 733 BENNETT T.ETHELYNE 753 LLC LIQUOR,KIN-DELLS
646 CHRIST IN GOD OF CHURCHBETHLEHEM 672-A LAUX F.SUSAN 696 HALL PRINCE WORHIIPFULMOST 709 INC. PROPERTIES, A &N 734 BENNETT T.ETHELYNE 754 CABANSAG WAYNEF.
647 CHRIST IN GOD OF CHURCHBETHLEHEM 672-B TR EXEMPT GST G HOLLISSLOAN, AND TEXAS OF LODGEGRAND 710 ZUNIGA M.JOSE 735 WEBB P.CLARENCE 755 GARDNER LEECLARNECE
648 INC. ENTERPRISES, R&RSAI 673 LLC CO., LANDGUTIERREZ MASONS FREEACCEPTED 711 ZUNIGA M.JOSE 736 BARRAZA LOPEZSOFIA 756 LLC INVESTMENTS, PROPERTYCHICKSAW
649 ADEPEGBA ADENIYIMOJEED 674 ESTATE RELEFORD BURTON L.RUTH 697 HIXSON D.LISA 712 ZUNIGA M.JOSE 736-A MOORE T.CHARLES 757 INC. CONSULTANTS, TECHNOLOGYANALYTICAL
649-A MOYA MMARTHA 675 ESPINOZAISMAEL 698 SANFORD D.JAMES 713 JESSICA MARIAZUNIGA, 737 LUOWEN-YENobtained from GIS data.* property survey pending. Interim parcel data
649-B YANEZELIAS 676 MCCALISTERDIANA 699 TAYLOR W.DONALD 714 ZUNIGAILEANA 738 LEEALEX
649-C HERRERAERICK 677 MCCALISTERDIANA 700 SCRUGGS LEEHENRY 715 ZUNIGAILEANA
data obtained from GIS data.* property survey pending. Interim parcel
650 LUTHERAN HOPE OFCOMMUNITY 678 BARKERRONALD 701 SILVASANDRA 716 BRUCERICHARDSON
WORTH FORT OFCHURCH 678-A LLC 32, ASSETVESTED 701-A* LLC PROPERTIES TEXASR&K 717 BATTS BROWNAUDREY
650-A CH LUTHERAN HOPE OFCOMMUNITY 679 GONZALEZ G.MARIA 701-B* INC MJDSAI 718 WORTH FORT OF CHURCH JERUSALEMNEW
651 INC. CHO, &JOE'S 680 GONZALEZ G.MARIA 701-C* SALVADORDURAN, 719 GARCIA F.RICHARD
615-A INC. CHO, &JOE'S 681 SHACKLETTCHRISTINE 701-D* EST WILKS MAE ALICEFOSTER, 720-A VENTURA MOISESWILLIAM
652 LLC CHKNFRIS 682 BELMONTES ELLAROSA 701-E* ENTERTAINMENT SPORTSTRI-STATE 720-B VENTURA MOISESWILLIAM
653 INC. BUSINESS,NOBLE HERNANDEZ) ELLA ROSA(F/K/A
data obtained from GIS data.* property survey pending. Interim parcel
data obtained from GIS data.* property survey pending. Interim parcel
data obtained from GIS data.* property survey pending. Interim parcel
data obtained from GIS data.* property survey pending. Interim parcel
240+00
245+00
250+00
255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00
315+00
320+00 325+00
330+00
335+0
0
340+00
345+00
350+00
355+00
360+0
0
240+00
245+00
250+00
255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 315+00 320+00
325+00
330+00
335+0
0
340+0
0
345+00
350+00
355+0
0
360+00
365+00
240+00
245+00
250+00
255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00
330+00
335+0
0
340+00
345+00
350+00
355+00
360+00
240+00
245+00
250+00
255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00
330+00
335+0
0
340+00
345+00
350+00
355+00
360+00
10+00
15+00
20+00
25+00
10+00
15+00
20+00
10+00
15+00
20+00
25+00
10+00
15+00
20+00
10+0
0
15+00
20+00
25+00
10+00
15+0
0
20+0
0
10+00
15+00
20+00
25+00
30+0
0
10+00
15+0020+00
25+00
10+00
15
+00
10+00
15+00
200+00
205+00
100+00
105+00
15+00
20+00
25+0
0
15+00
15+00
TARR
ANT C
OU
NT
Y
CIT
Y
OF F
ORT
WORT
H
TARR
ANT C
OU
NT
Y
CIT
Y
OF F
ORT
WORT
H
626
627
628
629
630
631
632
633
634
635
636
637638
640
641
639
642
643
644
645
646
647
648
649650
651
652
654
653655657
658659
660
661662
663
664665
666
667668
669
670671
672673674
675
676677
678
679
680
681
682
683684
685
686687
688689690
691
692
693695
696
697698
699
700
701
702703
704
705
706
707 708 709
710
711
712
713
714
715
716
717718
719
721 722
723724
725
726 728
729
730
732731
733
727
734
735736
737
738 739
740
741742
743744
745
746747
749
750
751
752
753
754
755
756
757
758
759
760761
762
763
764
765
766
767
768
769770
771
656-A
656-B
694-A
694-B
720-A
720-B
649-A
649-B
649-C
650-A
651-A
672-A672
-B
678-A
682-A
687-A
687-B
689-A
691-B
691-A
723-A
723-B
723-C
723-D 723
-E723
-F
723-G 736
-A750
-A
750-B
750-C
750-D
750-E
701-A
701-B
701-C
701-D
701-E
702-A
702-B
702-C
702-D
702-E
702-F
702-G
702-H
702-I
702-J
702-K
702-L
702-M
748
772
PLAN AND PROFILE I20 MAINLANE - STA 165+16.40 TO 250+00.00
PLAN AND PROFILE US 287 MAINLANE - STA 249+00.00 TO STA 364+00.00
PLAN AND PROFILE US 287 MAINLANE - STA 136+00.00 TO STA 223+75.37
PLAN AND PROFILE I20 MAINLANE - STA 221+00.00 TO 336+00.00
PLAN AND PROFILE I820 MAINLANE - STA 421+00.00 TO STA 504+00.00
PLAN AND PROFILE I820 MAINLANE - STA 504+00.00 TO STA 601+00.00
PLAN AND PROFILE I20 MAINLANE - STA 250+00.00 TO 309+42.31; STA 144+93.13 TO 221+00.00
PLAN AND PROFILE I820 MAINLANE - STA 291+00.00 TO STA 327+00.00; STA 327+00.00 TO 421+00.00
ROLL 8 OF 8
ROLL 7 OF 8
ROLL 6 OF 8
ROLL 5 OF 8
ROLL 4 OF 8
ROLL 3 OF 8
ROLL 2 OF 8
ROLL 1 OF 8
PRELIMINARY
BIDDING, AND OR PERMIT PURPOSES
NOT INTENDED FOR CONSTRUCTION,
JUNE 2020
REVIEW SUBMITTAL
LEGEND:
FRONTAGE ROADS/U-TURNS/CITY STREETS
PROPOSED GORE AREA
SIDEWALKS
GENERAL PURPOSE LANES (GP LANES)
RAMPS
CITY LIMITS
EXISTING RIGHT-OF-WAY(R.O.W.)
PROPOSED RIGHT-OF-WAY(R.O.W.)
EXISTING DENIAL-OF-ACCESS
PROPOSED DENIAL-OF-ACCESS
EXISTING PROPERTY LINES
PROPOSED RETAINING WALL
SHOULDERS
SHARED USE PATH
PROPOSED BRIDGE(BENTS/ABUTMENTS)
COLLECTOR/DISTRIBUTORS C-D
DIRECT CONNECTORS DC
PARKS
EXISTING PAVEMENT TO BE REMOVED
POTENTIAL DISPLACEMENTS
EXISTING DRIVEWAYS TO BE REMOVED
CARVER HEIGHTS HISTORIC DISTRICT
CREEKS AND TRIBUTARIES
EXISTING DRAINAGE EASEMENTS
DIRECTION OF TRAFFIC
GENERAL NOTES:
PROPOSED NOISE BARRIER
CEMETERIES
5. DESIGN BASED ON STATE PLANE COORDINATE SYSTEM.
4. DESIGN ACCOMMODATES WB-67 DESIGN VEHICLE.
DURING FINAL DESIGN.
SUPERSTRUCTURE DEPTHS SHALL BE DETERMINED
ARE FOR GRAPHICS INFORMATION ONLY.
3. ALL BRIDGE STRUCTURES SHOWN ON PROFILES
2. PGL INDICATES PROFILE GRADE LINE.
CLEARANCE LOCATION.
THE LOWER ROADWAY AT THE MINIMUM
UPPER ROADWAY STRUCTURE AND TOP OF
VERTICAL CLEARANCE BETWEEN BOTTOM OF
SEPARATION IS THE CALCULATED MINIMUM
1. THE CLEARANCE SHOWN AT GRADE
PROPOSED DRAINAGE EASEMENTS
FORT WORTH DISTRICTTEXAS DEPARTMENT OF TRANSPORTATION
$FI
LE
L$
$P
LO
TD
RV
S$
sgonzalez $sytime$$sytime$ 5/15/2020
SOUTHEAST CONNECTOR
PROJECT LOCATION MAP/KEYMAP
$sytime$
LOYL C. BUSSELL, P.E. - DISTRICT ENGINEER
CSJ:2374-05-066
BEGIN PROJECT - I-20
CSJ:0008-13-206
END PROJECT - I-20
CSJ:0008-13-125
BEGIN PROJECT - I-820
CSJ:0008-13-206
BEGIN PROJECT - I-20
CSJ:2374-05-066
I-20
END PROJECT
CSJ:0172-06-080
US 287
END PROJECT
CSJ:0172-06-080
US 287
BEGIN PROJECT
CSJ:0008-13-125
I-820
END PROJECT
CSJ : 2374-05-066
I-20
FROM I-820 TO PARK SPRINGS BLVD
US 287 CSJ : 0172-06-080
CSJ : 0172-09-028
FROM I-20 INTERCHANGE TO SUBLETT RD
FROM I-820/US 287 INTERCHANGE TO BISHOP ST
CSJ : 0008-13-125
CSJ : 0008-13-206
FROM I-20/I-820 INTERCHANGE TO FOREST HILL DRIVE
FROM I-20 TO BRENTWOOD STAIR RD
I-820
TARRANT COUNTY
CSJ:0172-09-028
END PROJECT - US 287
CSJ:0172-09-028
BEGIN PROJECT - US 287
RIV
ER
LakeFosdic
LakeWhite
0.8
0.6
0.6
0.6
1.1
2.1
FORT WORTH
FO
RK
TRINIT
Y
0.4
AT
&S
FR
Y
WORTHFORT
UP
RR
5.7
Cotton
wood
ARLINGTON
VIL
LAGE
RIVER
WEST
Creek6.8
0.4 0.7
1.2
5.0
5.7
7.7
4.5
PACIFIC
RAILROAD
PA
CIF
IC
RAIL
RO
AD
EDGECLIFF
1.0
SY
CA
MO
RE
FOREST
CITY
LIM
IT
0.6
Wild
cat
CR
EE
K
RAIL
RO
AD
FOR
EST
HILL
CIT
Y
LIMIT
FOR
T
WO
RT
H
CIT
Y
FORT WORTH CITY LIMIT
NO
RT
HE
RN
BU
RLIN
GT
ON
SY
CA
MO
RE
CR
EE
K
0.6
4.9
1.5
HILL
Pop 2,715
UNIO
N
ARLINGTON
LAKE
KENNEDALE
KENNEDALE
0.7
0.3
1.9
Cottonwood
Creek
Branch
2.8
FO
RT
WO
RT
H
CREE
K
RU
SH
4.4
CITY
LIMIT
LIMIT
CR
EE
K
6.7
BR
AN
CH
FORT
W ORTH
CIT
Y
LIMIT
ARLINGTON
CIT
Y
LIMIT
CR
EE
K
LIM
IT
CITY
CITY
1.5
KENNEDALE CITY
LIM
IT
1.9
KE
NN
ED
AL
E
CIT
Y
KEE
CIT
YLIM
IT
VILLAGE
ARLINGTON
RUSH
0.3
AR
LIN
GT
ON
ARLINGTON
CITY
LIM
IT
1.9
LIMIT
RIV
ER
WE
ST
FO
RK
VILLAGE
P
RIVER
TRINITY
0.8
LIMIT
CITY
FORT
WO
RT
H
LIM
IT
ED
GE
CLIF
FCIT
Y
CIT
Y
LIM
IT
SA
NT
A
FE
BN
SF
LIM
IT
CR
EE
K
UP
RR
UNIO
N
BN
SF
UNION
UNIO
N
P
ACIFIC
R
AIL
RO
AD
Pop 4,096
EchoLake
NORMAL POOL ELEV 550.0'
LIM
ITCIT
Y
FORT W
ORTH
UP
UP
B287
P
B287
P
B287
P
121
35W
287
81
35W
347
280
81
35W
377
35W
20
820
B287
P
B287
P
347
35W35W
199
CIT
Y
CR
EE
K
DA
LLAS
AR
EA
ParkOak
Trader
ParkGreenway
LakeFosdic
LakeWhite
ParkSylvania
0.8
0.6
0.6
0.6
1.1
2.1
ParkField
Harmon
FO
RK
TRINIT
Y
0.4
AT
&S
FR
Y
WORTHFORT
ParkLake
Oakland
UP
RR
5.7
Cotton
wood
ARLINGTON
RIVER
WEST
Creek
CemeteryWhite
ManshipRay
Golf CourseMunicipal
Meadowbrook
ParkSandybrook
6.8
CemHarrison
0.4 0.7
1.2
5.0
5.7
7.7
4.5
PACIFIC
RAILROAD
PA
CIF
IC
RAIL
RO
AD
FOREST HILL
EDGECLIFF
ParkHills
Highland
ParkGreenbriar
ParkAmon Carter
ParkPrairie Dog
Country ClubGlen Garden
ParkSycamore
ParkGlenwood
ParkHillside
ParkTandy Hills
ParkSagamore
ParkPate
ParkCreekVillage
ParkEllis
InstitutionFederal Correctional
1.0
SY
CA
MO
RE
FOREST
CITY
LIM
IT
0.6
ParkEastover
Wild
cat
CR
EE
K
RAIL
RO
AD
FOR
EST
HILL
CIT
Y
LIMIT
FOR
T
WO
RT
H
CIT
Y
FORT WORTH CITY LIMIT
NO
RT
HE
RN
BU
RLIN
GT
ON
SY
CA
MO
RE
CR
EE
K
0.6
4.9
1.5
CourseGolf
Sycamore
HILL
Pop 2,715
UNIO
N
ParkRosedale
Country ClubShady Valley
ARLINGTON
LAKE
CemTate
KENNEDALE
KENNEDALE
CemHawkins
0.7
0.3
1.9
Cottonwood
Creek
ParkLaneSandy
Branch
2.8
ParkSpringsBowman
ParkFoster
Clarence
FO
RT
WO
RT
H
CREE
K
RU
SH
4.4
CITY
LIMIT
LIMIT
LIM
IT
CR
EE
K
6.7
BR
AN
CH
FORT
W ORTH
CIT
Y
LIMIT
ARLINGTON
CIT
Y
LIMIT
ParkHandley
CemHandley
CR
EE
K
LIM
IT
CITY
CITY
1.5
KENNEDALE CITY
LIM
IT
1.9
KEE
CIT
YLIM
IT
VILLAGE
0.3
ParkBunche
AR
LIN
GT
ON
ARLINGTON
CITY
LIM
IT
1.9
LIMIT
ParkVeteran
ParkWillian McDonald
RIV
ER
WE
ST
FO
RK
VILLAGE
P
RIVER
TRINITY
0.8
LIMIT
FORT
WO
RT
H
LIM
IT
ED
GE
CLIF
FCIT
Y
CIT
Y
LIM
IT
ParkCobb
SA
NT
A
FE
BN
SF
UniversityWesleyan
Texas
LIM
IT
CR
EE
K
UP
RR
UNIO
N
BN
SF
UNION
UNIO
N
P
ACIFIC
R
AIL
RO
AD
ParkVeteran
Pop 4,096
MHMRState SchoolFort Worth
Burial ParkRose Hill
EchoLake
South CampusJunior CollegeTarrant County
NORMAL POOL ELEV 550.0'
LIM
ITCIT
Y
FORT W
ORTH
UP
UP
B287
P
B287
P
B287
P
121
35W
287
81
35W
347
280
81
35W
377
35W
20
820
B287
P
347
35W35W
199
CIT
Y
CR
EE
K
DA
LLAS
WO
RT
HF
OR
T
ParkWoodland
CenterFederal
Masonic Home
Park
ArnoldPark
ParkOak
Trader
ParkGreenway
ParkSylvania
ParkField
Harmon
PioneerRest
Park
Cem
ParkLake
Oakland
CemeteryWhite
ManshipRay
Golf CourseMunicipal
Meadowbrook
ParkSandybrook
CemHarrison
ParkHills
Highland
ParkGreenbriar
ParkAmon Carter
Park
ParkPrairie Dog
ParkSycamore
ParkGlenwood
ParkHillside
ParkTandy Hills
ParkSagamore
ParkPate
ParkCreekVillage
ParkEllis
InstitutionFederal Correctional
Masonic Home
Park
CourseGolf
Sycamore
Cem
Country ClubShady Valley
CemTate
CemHawkins
ParkLaneSandy
ParkSpringsBowman
ParkFoster
Clarence
ParkHandley
CemHandley
Park
ParkVeteran
ParkWillian McDonald
Park
Pk
Cem
Rolling Hills Park
ParkCobb
EmeraldHills
MemorialPark Cem
FederalCenter
ParkVeteran
MHMRState SchoolFort Worth
Lake Arlington Golf Course
Burial ParkRose Hill
South CampusJunior CollegeTarrant County
ArnoldPark
PioneerRest
Park
Cem
Park
Park
Cem
Park
Park
Pk
Cem
Rolling Hills Park
EmeraldHills
MemorialPark Cem
FederalCenter
Lake Arlington Golf Course
HORIZONTAL
VERTICAL
100 200 400
4020100
0
0 0.5 1.0 MILESCALE
PLAN-PROFILE SCALES IN FEET
HORIZONTAL
VERTICAL
CROSS SECTION SCALES IN FEET
0 25 50
2512.50 50
100
INDEX OF ROLLS
ROLL 1
ROLL 2ROLL
3
RO
LL 4
RO
LL 5
ROLL 7
RO
LL 8
RO
LL 6
PUBLIC HEARING DISPLAY
TBPE REGISTRATION NO. F-1046
PREPARED BY BGE, INC.
Texas
Department
of Transportation
R
C 2020
ALL RIGHTS RESERVED
BY TEXAS DEPARTMENT OF TRANSPORTATION
R
Texas D
epartm
ent of
Transportatio
n
R
Texas D
epartm
ent of
Transportatio
nP
UB
LIC
HE
ARIN
G
DIS
PL
AY
FO
R
SO
UT
HE
AS
T
CO
NN
EC
TO
RD
AT
E: J
UN
E 20
20
CO
UN
TY:
TA
RR
AN
T
DA
TE:
CO
UN
TY:
TA
RR
AN
TR
Texas D
epartm
ent of
Transportatio
n
R
Texas D
epartm
ent of
Transportatio
nD
AT
E:
CO
UN
TY:
TA
RR
AN
T
NOT INTENDED FOR FORMAL REVIEW
INTERIM SUBMITTAL
SUPERELEVATION SIGN CONVENTIONSUPERELEVATION TABLE
CHAIN NAME CROSS SLOPE LT CROSS SLOPE RT
368+00.00 -2.00% -2.00%
SUPERELEVATION TABLE
CHAIN NAME CROSS SLOPE LT CROSS SLOPE RT
EXI
STI
NG
EXI
STI
NG
580
590
600
610
620
630
640
650
660
670
680
690
PROPOSED PGL
PROPOSED PGL
2:1
2:1
REMAIN
EXISTING TO
EXISTING GROUND AT PGL
EXISTING GROUND AT PGL
STA = 283+75.00
EL = 656.90'
(-) 1.70%(-) 1.30%
L = 225.00'
K = 570
ex = 0.11'
STA = 332+00.00
EL = 654.80'
(+) 1.44
% (-) 1.88%
L = 850.00'
K = 256
ex = -3.53'
STA = 350+75.00
EL = 619.53'
(-) 1.88%(-) 1.02%
L = 175.00'
K = 203
ex = 0.19'
STA = 365+50.00
EL = 604.50'
(-) 1.02% (+) 1.50
%
L = 475.00'
K = 189
ex = 1.50'
VP
C 282
+62.50
EL
= 658.80'
VP
T 284
+87.50
EL
= 655.43'
VP
C 327
+75.00
EL
= 648.66'
VP
T 336
+25.00
EL
= 646.81'
VP
C 349
+87.50
EL
= 621.18'
VP
T 351
+62.50
EL
= 618.64'
VP
C 363
+12.50
EL
= 606.92'
VP
T 367
+87.50
EL
= 608.06'
EL = 611.97'
STA = 370+48.17
END US287N PGL
16.99'
18.28'
18.96'
18.84'
16.48'
STA = 302+32.38
BEGIN BRIDGE
STA = 312+58.86
END BRIDGE
STA = 297+25.00
EL = 639.32'
(-) 1.30% (+) 2.
84%
L = 950.00'
K = 229
ex = 4.92'
STA = 310+50.00
EL = 677.00'
(+) 2.
84% (-) 2.90%
L = 1,425.00'
K = 248
ex = -10.24'
STA = 322+75.00
EL = 641.44'
(-) 2.90% (+) 1.44
%
L = 800.00'
K = 184
ex = 4.35'
VP
C 292
+50.00
EL
= 645.50'
VP
T 302
+00.00
EL
= 652.83'
VP
C 303
+37.50
EL
= 656.74'
VP
T 317
+62.50
EL
= 656.32' VP
C 318
+75.00
EL
= 653.05'
VP
T 326
+75.00
EL
= 647.22'
EL = 672.51'
STA = 258+00.00
BEGIN US287N PGL
STA = 255+50.00
EL = 665.38'
(-) 1.94% (+) 2.
76%
L = 500.00'
K = 107
ex = 2.93'
STA = 264+00.00
EL = 688.81'
(+) 2.
76% (-) 2.05%
L = 1,200.00'
K = 249
ex = -7.22'
STA = 270+00.00
EL = 676.48'
(-) 2.05%
(+) 16,066,661.26
%
STA = 270+00.00
EL = 676.72'
(+) 16,066,661.26
%
(-) 2.21%
STA = 272+00.00
EL = 672.29'
(-) 2.21%(-) 0.94%
L = 250.00'
K = 196
ex = 0.40'
STA = 278+00.00
EL = 666.65'
(-) 0.94% (-) 1.70%
L = 225.00'
K = 297
ex = -0.21'
VP
T 253
+00.00
EL
= 670.22'
VP
C 253
+00.00
EL
= 670.22'
VP
T 258
+00.00
EL
= 672.27'
VP
C 258
+00.00
EL
= 672.27'
VP
T 270
+00.00
EL
= 676.48'
VP
C 270
+75.00
EL
= 675.06'
VP
T 273
+25.00
EL
= 671.12'
VP
C 276
+87.50
EL
= 667.71'
VP
T 279
+12.50
EL
= 664.74'
PROPOSED DRAINAGE 2-6'x3'MBC
(TO BE REMOVED)
EXISTING DRAINAGE 2-5'X3' MBC
D.S. FL=607.41
U.S. FL=611.60
250+00 255+00 260+00 265+00 270+00 275+00 280+00 285+00 290+00 295+00 300+00 305+00 310+00 315+00 320+00 325+00 330+00 335+00 340+00 345+00 350+00 355+00 360+00 365+00 370+00
653.6
673.5
672.9
672.0
672.8
675.6
678.5
680.5
682.2
683.2
683.7
683.8
683.1
682.3
681.1
679.9
678.9
677.7
676.3
674.7
672.8
671.4
669.7
668.1
666.5
664.9
663.3
661.4
660.0
658.4
656.5
655.2
653.8
652.6
651.1
649.9
648.5
647.2
646.1
645.0
643.9
643.5
643.8
644.3
645.2
646.1
646.9
647.8
648.8
650.3
651.9
653.6
655.3
657.0
658.3
648.6
636.7
637.0
652.5
659.4
658.1
656.2
654.2
652.4
650.3
648.2
646.1
644.4
643.4
643.4
643.9
644.9
646.1
647.7
649.1
650.5
651.7
651.8
651.7
651.3
650.2
648.8
646.7
644.8
642.6
640.7
638.9
637.2
635.2
633.3
631.4
629.3
627.1
625.4
624.1
622.8
621.8
620.7
619.9
619.0
618.1
617.1
616.1
615.2
614.4
613.4
612.3
611.2
610.2
609.1
607.8
606.8
606.0
605.7
605.9
606.7
607.6
661.56
659.86
658.18
656.64
655.27
653.97
652.67
651.36
650.06
648.76
647.46
649.01
650.16
650.92
651.29
651.27
650.85
650.05
648.85
647.26
645.40
643.51
641.63
639.75
637.87
635.99
634.11
632.23
630.35
628.47
626.59
624.70
622.82
620.95
619.37
618.26
617.24
616.22
615.20
614.18
613.16
612.14
611.12
610.11
609.09
608.07
607.05
606.23
605.94
606.18
606.95
608.25
609.75
611.25
646.16
644.91
644.04
643.61
643.62
644.06
644.94
646.26
648.01
650.20
652.83
655.67
658.44
660.83
662.81
664.40
665.58
666.35
666.73
666.70
666.27
665.43
664.19
662.55
660.50
658.05
655.23
652.35
649.85
647.90
646.49
645.62
645.30
645.52
646.29
647.58
670.2
668.8
668.2
668.6
670.0
672.27
674.83
676.98
678.73
680.09
681.04
681.59
681.74
681.49
680.84
679.79
678.33
676.48
674.52
672.69
671.37
670.41
669.47
668.53
667.59
666.44
664.95
663.26
MA
TC
HLIN
E I
US 287US 287
LEGEND
1,000 - 2025 ADT
1,000 - 2045 ADT
1,000 - 2055 ADT
NOT TO SCALE
MA
TC
HLIN
E I
US 287US 287
LEGEND
1,000 - 2025 ADT
1,000 - 2045 ADT
1,000 - 2055 ADT
NOT TO SCALE
MATCHLINE J-1
MATCHLINE J-2
DIVISION ON 8-20-2019
APPROVED BY TXDOT TP&P
NOTE: TRAFFIC VOLUMES
CAREY STVILLAGE CREEK DR
VILLAGE CREEK DR
DETAIL B
US 287US 287
DETAIL C
US 287US 287
MATCHLIN
E I-1
WILBARGER ST
WILBARGER ST
MILLER AVE
MILLER AVE
ERATH ST
ERATH ST
SEE DETAIL C
DETAIL A
US 287US 287
DETAIL A
US 287US 287
MATCHLIN
E G-1
MATCHLINE H-1
DETAIL B
BISHOP STVAUGHN BLVDBERRY ST
VAUGHN BLVD
BERRY ST
BISHOP ST
SEE DETAIL A
SEE DETAIL B
LOIS ST
BERRY ST VAUGHN BLVD
BISHOP ST
LOIS ST
2.0% 4.0%2.0%4.0%
[ US 287 N
4.0% 4.0%2.0%
4.0%4.0% 2.0%
6:110:1
3:1
3:1
3:1
3:1
4.0% 4.0%
10' 10'
LANEAUX
R.
O.
W.
EXI
STI
NG
R.
O.
W.
EXI
STI
NG
EXISTING R.O.W.
2'0-12'36'
20'6'12'12'4' 55' 6' 10' 36' 12'20' 6' 12' 12'
2'
4'47'6'6'36'-48'12'
EXISTING VILLAGE CREEK ROAD
STA 10+80-20+00
EXISTING VILLAGE CREEK ROAD
PGLPGL
PGL PGL
EXISTING RAMP TYPICAL SECTION
2%4%4%
4:1
3:1
STA 258+00 - 364+00
STA 6+00-10+80
EXISTING U-TURN TYPICAL SECTION
2%2% 2%
EXISTING US 287 TYPICAL SECTION
338-350'
2' 2'
4:1
[ US 287
CLEAR ZONE
TYPICAL 350' (350'-850')
4:1
6:16:12.0%
2'2'
36'
| NB FR RD
US 287 SOUTHBOUND FRONTAGE ROAD
12' 0-12' 12' 12' 12' 12' 12'0-12'12'12'12'12'
36' 30' 20'
3 MAINLANES
US 287 NORTHBOUND MAINLANES
AUX
SH
LD
R
SH
LD
R
SH
LD
R
SH
LD
RAUX
SU
P
3:1MAX
6:1USUAL
12'
28'-40'
0-12'
AUX EXI
STI
NG
RO
W
STA 13+40-16+60STA 6+00-13+40, 16+60-20+00
PROPOSED VILLAGE CREEK ROAD PROPOSED VILLAGE CREEK ROAD
PROPOSED RAMP TYPICAL SECTION
VARIES6:1 6:1
RAMP
ZONE
CLEAR
ZONE
CLEAR
PGL
(3:1MAX F
ILL)4:1USUAL
(CUT)
4:1MAX
SH
LD
R
SH
LD
R
4'
16' 16'
8'14'
US 287 SOUTHBOUND MAINLANES
12'
3:1MAX
6:1USUAL
4.0%
2'
2.0%
12'12'
28'
2'
SD
WK
6'
4.0%
2'
2.0%
12'12'
28'
2'
3:1MAX
[ US 287
TYPICAL 350' (350'-850')
2.0%
2'2' 2'
2'
2.0%
| SB FR RD
36'
20'
| NB FR RD
US 287 NORTHBOUND FRONTAGE ROAD US 287 SOUTHBOUND FRONTAGE ROAD
12' 0-12' 12' 12' 12' 12' 12'0-12'12'12'12'12'
36'
20'
3 MAINLANES
US 287 NORTHBOUND MAINLANES
SD
WK
AUX
SH
LD
R
SH
LD
R
SH
LD
R
SH
LD
RAUX
SU
P
3:1MAX
6:1USUAL
4:1MAX
6:1USUAL
12'
28'-40'
12'
28'-40'
0-12'
AUXAUX
EXI
STI
NG
RO
W
EXI
STI
NG
RO
W
0-12'
US 287 SOUTHBOUND MAINLANES
12'
CLEAR ZONE
30'
3:1 MAX
6:1USUAL
3:1MAX
6:1USUAL 4:1
2' 2'
2.0%
| SB FR RD
20'
US 287 NORTHBOUND FRONTAGE ROAD
SD
WK
4:1MAX
6:1USUAL
12'
28'-40'
AUX
EXI
STI
NG
RO
W
0-12'
3 MAINLANES
3 MAINLANES
20'
| FR RD
USUAL
SD
WK
6'
20'
USUAL
| FR RD
3:1MAX
3:1MAX
6:1USUAL
10'5'
6' 7' 10'5'
2.5%
4:1
6:12.5%
6:1
6' 7'
RO
WR
OW
PGL
PGL PGL
PGL
PGLPGL
USUAL
USUAL
USUAL
USUAL
PROPOSED RETAINING WALL
PROPOSED RETAINING WALL
ALONG SIDEWALK
ALONG SIDEWALK
12'
12'
STA 318+45-349+90;STA 361+90-364+00
STA 258+00-263+80;STA 274+20-304+45
2'
2'
162'
5'7'
7' 5'
80'
PGL
PGL
PROPOSED US287N TYPICAL SECTION
2.0%2.0% 2.0%2.0%
2.5%2.0%2.0%2.0%2.5% 2.0%
STA 349+90-361-90
STA 304+45-318+45
STA 263+80-274+20
6:1USUAL
3:1MAX
6:1USUAL3:1MAX
3:1MAX
6:1USUAL
2'
2.0%
12'12'
28'
2'
3:1MAX
USUAL
| FR RD
RO
W
15'
PROPOSED RETAINING WALL
PROPOSED RETAINING WALL
ALONG SHARED USE PATH
ALONG SHARED USE PATH
20'
8"
8"
PGL
4:1MAX
6:1USUAL
PATH
USE
SHARED
10'
REDUCED
3:1MAX
6:1USUAL
2'
2.0%
12'12'
28'
2'
USUAL
| FR RD
RO
W
15'
20'
8"
PGL
PATH
USE
SHARED
10'
REDUCED
8"
GENERAL PURPOSE LANES (GP LANES)GENERAL PURPOSE LANES (GP LANES)
FRONTAGE ROADS/U-TURNS/CITY STREETS
4. DESIGN ACCOMMODATES WB-67 DESIGN VEHICLE.
DURING FINAL DESIGN.
SUPERSTRUCTURE DEPTHS SHALL BE DETERMINED
ARE FOR GRAPHICS INFORMATION ONLY.
3. ALL BRIDGE STRUCTURES SHOWN ON PROFILES
2. PGL INDICATES PROFILE GRADE LINE.
CLEARANCE LOCATION.
THE LOWER ROADWAY AT THE MINIMUM
UPPER ROADWAY STRUCTURE AND TOP OF
VERTICAL CLEARANCE BETWEEN BOTTOM OF
SEPARATION IS THE CALCULATED MINIMUM
1. THE CLEARANCE SHOWN AT GRADE
STREET
ERATH
WILBARGER STREET
/AVENUE MILLER
ROAD
VILLAGE CREEK
US 287 MAINLANE
NOISE BARRIER 16
NOISE BARRIER 17
NOISE BARRIER 16
NOISE BARRIER 16
NOISE BARRIER 16
NOISE BARRIER 14
NOISE BARRIER 14
NOISE BARRIER 14
NOISE BARRIER 15NOISE BARRIER 15
NOISE BARRIER 15
NOISE BARRIER 14
NOISE BARRIER 14
NOISE BARRIER 14
NOISE BARRIER 13
NOISE BARRIER 12
NOISE BARRIER 12
OTHER TxDOT PROJECTOTHER TxDOT PROJECT
EXISTING STREETS TO REMAIN
TRANSIT STATION
INTERSTATE
820INTERSTATE
20
287
287
INTERSTATE
35W
INTERSTATE
30
287
INTERSTATE
820
INTERSTATE
35W
INTERSTATE
820
INTERSTATE
30
INTERSTATE
20INTERSTATE
820
SPUR
303
TEXAS
180
BUSINESS
287
BUSINESS
287
3,600
4,800
5,300
7,800
10,400
11,700
2,700
3,800
4,300
4,700
6,300
7,100
4,700
6,300
7,100
7,000
9,500
10,700
33,700
45,400
51,200
32,700
44,100
49,800
32,700
44,100
49,800
33,700
45,400
51,200
2,100
2,800
3,200
2,000
2,600
2,900
1,300
1,700
1,800
5,100
6,800
7,700
7,400
10,100
11,400
1,900
2,600
2,900
4,200
5,700
6,500
1,200
1,600
1,700
1,600
2,100
2,200
1,800
2,600
2,900
1,100
1,500
1,700
100
200
300
100
200
300
100
200
300
700
1,100
1,200
600
1,000
1,100
100
200
300
5,500
7,300
8,400
3,600
4,700
5,500
3,200
4,200
4,800
1,900
2,600
2,900
6,900
9,300
10,300
3,800
5,200
5,900
5,300
7,200
8,100
12,100
16,400
18,500
29,000
39,100
44,100
28,000
37,800
42,700
33,300
45,000
50,800
32,800
44,300
50,000
33,300
45,000
50,800
32,800
44,300
50,000
4,000
5,400
6,100
4,000
5,400
6,100
37,300
50,400
56,900
36,800
49,700
56,100
37,300
50,400
56,900
36,800
49,700
56,100
200
300
400
300
400
500
600
700
800
200
300
400
800
1,000
1,200
700
900
1,100
200
300
400
500
600
700
800
1,300
1,600
200
300
400
300
600
700
300
400
500
600
700
800
200
300
400
800
1,000
1,200
700
900
1,100
200
300
400
500
600
700
700
1,200
1,500
2,000
2,700
3,000
2,100
2,800
3,100
1,600
2,100
2,200
8,600
11,600
13,100
6,300
8,500
9,700
11,100
15,000
17,000
1,400
1,900
2,100
6,100
8,200
9,300
1,100
1,500
1,700
4,600
6,200
7,000
6,300
8,500
9,600
200
300
400
200
300
400
2,300
3,100
3,500
200
300
400
8,300
11,200
12,600
7,900
10,900
12,400
4,700
6,600
7,600
3,500
4,700
5,300
4,500
6,100
6,700
300
400
500
4,800
6,500
7,200
4,400
6,200
7,100
3,500
4,700
5,300
11,100
15,100
17,100
6,800
9,200
10,400
300
400
500
1,500
2,000
2,300
6,500
8,800
9,900
400
500
600
8,400
11,300
12,800
300
400
500
600
800
900
6,500
8,900
10,200
4,300
5,800
6,400
300
400
500
8,800
12,000
13,400
3,000
4,200
4,800
3,000
4,200
4,800
3,100
4,400
5,100
5,800
7,800
8,600
6,300
8,400
9,300
500
600
700
3,600
5,000
5,800
6,100
8,200
9,200
11,600
15,600
17,400
500
700
8004,900
6,600
7,500
1,400
1,900
2,100
2,200
3,000
3,400
2,700
3,700
4,000
3,900
5,300
6,000
400
500
600
5,000
6,800
7,700
900
1,200
1,400
2,200
3,000
3,400
1,700
2,500
2,900
4,000
5,400
6,100
1,800
2,400
2,700
1,700
2,300
2,600
7,300
9,800
10,800
1,100
1,500
1,700
1,100
1,500
1,700
4,700
6,300
7,100
4,700
6,300
7,100
32,100
43,400
49,000
32,600
44,100
49,800
32,100
43,400
49,000
32,600
44,100
49,800
32,100
43,400
49,000
32,600
44,100
49,800
8,200
11,000
12,500
200
300
500
3,400
4,600
4,900
3,000
4,100
4,700
200
300
400
8,000
10,700
12,000
7,900
10,700
12,000
5,000
6,800
7,600
2,900
3,900
4,400
6,500
8,800
9,700
1,100
1,500
1,700
5,200
7,000
7,600
200
300
400
2,100
2,900
3,300
1,800
2,400
2,700
3,200
4,400
5,000
3,600
4,900
5,500
300
400
500
3,300
4,500
5,000
8,400
11,300
12,500
5,900
8,000
9,100 600
800
900
3,800
5,200
5,700
8,800
11,900
13,400
8,500
11,600
13,300
500
700
800
5,800
7,800
8,700
1,000
1,400
1,600
200
300
400900
1,200
1,400
500
700
800
300
400
500
200
300
400
1,600
2,200
2,300
4,800
6,500
7,400
5,500
7,600
8,700
3,100
4,200
4,700
6,600
9,000
10,100
5,300
7,400
8,600
2,500
3,300
3,900
3,200
4,400
4,900
2,100
3,000
3,700
800
1,100
1,200
300
400
500
2,600
3,500
3,800
200
300
400
2,300
3,000
3,500
2,500
3,300
3,700
2,900
3,900
4,500
200
300
400
400
600
700
2,900
3,900
4,300
400
500
600
5,800
7,800
8,600
3,400
4,600
5,200
300
400
500
6,700
9,000
10,100
900
1,200
1,400
200
300
400
7,200
9,800
11,100
800
1,100
1,200
400
500
600
1,200
1,600
1,700
1,500
2,000
2,300
1,000
1,400
1,600
1,000
1,300
1,400
200
300
400
200
300
400
200
300
400
200
300
400
200
300
400
200
300
400
600
900
1,200
600
900
1,200
PARKCREEKVILLAGE
CEMETERYPRIVATEEXIS
TING
ROADWAY TYPE DESIGN SPEED
I-20 GENERAL PURPOSE LANES URBAN INTERSTATE
I-820 GENERAL PURPOSE LANES URBAN INTERSTATE
US 287 GENERAL PURPOSE LANES URBAN FREEWAY
COLLECTOR DISTRIBUTORS URBAN INTERSTATE 50 MPH
URBAN COLLECTOR
BY-PASS FRONTAGE ROADS URBAN COLLECTOR 40 MPH
U-TURNS URBAN COLLECTOR 15 MPH
CONNECTIONS TO CRAIG ST URBAN COLLECTOR 20 MPH
FOREST HILL DRIVE URBAN ARTERIAL
BU 287 P (MANSFIELD HIGHWAY) URBAN ARTERIAL
BOWMAN SPRINGS RD URBAN ARTERIAL
LITTLE ROAD URBAN ARTERIAL
GREEN OAKS BOULEVARD URBAN ARTERIAL
KELLY ELLIOTT ROAD URBAN ARTERIAL
MEADOWBROOK DRIVE URBAN ARTERIAL
URBAN ARTERIAL 40 MPH
SPUR 303 (ROSEDALE BOULEVARD) URBAN ARTERIAL 40 MPH
E BERRY STREET URBAN ARTERIAL
MILLER AVENUE URBAN ARTERIAL
HARTMAN ROAD URBAN COLLECTOR
ANGLIN DRIVE URBAN COLLECTOR
CRAIG STREET URBAN COLLECTOR
RAMEY AVENUE URBAN COLLECTOR
WILBARGER STREET URBAN COLLECTOR
MARTIN STREET URBAN COLLECTOR
SUNVALLEY DRIVE URBAN COLLECTOR
URBAN COLLECTOR
ERATH STREET LOCAL ROAD 30 MPH
CAREY STREET LOCAL ROAD 30 MPH
SH 180 (E LANCASTER AVENUE)
FUNCTIONAL CLASS
144+93.13 AH) - 212+00.0050 MPH - STA 155+50.00 - (309+42.31 BK =
SUBLETT ROAD URBAN ARTERIAL 40 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPH
30 MPHVILLAGE CREEK ROAD
70 MPH
URBAN INTERSTATE
URBAN ARTERIAL
URBAN ARTERIAL
45 MPH
50 MPH - UNLESS OTHERWISE NOTED BELOW
50 MPH - UNLESS OTHERWISE NOTED BELOW
357+92.11 AH) - STA 365+00.00
50 MPH - STA 282+11.00 - (358+24.92 BK =
468+73.56 AH) - STA 579+85.28
70 MPH - STA 365+00.00 - (468+76.12 BK =
820S287N
287N20E
DIRECT CONNECTORS
40 MPH
45 MPH
50 MPH - UNLESS OTHERWISE NOTED BELOW
40 MPH
45 MPH
VIL287N
RAMPS (US 287)
820NVIL, 287CDNSUN, SUN287CDS
820SMANS, 820SSUN, 20ESUN, MART820N,
GOAK20W, 820NROS, 20WMANS, MANS820N,
20EBOWM
RAMPS (I-20 AND I-820)
US287SNBFR
US287SSBFR
FRONTAGE ROADS
30 MPH - STA 220+75.00 - STA 222+25.00
30 MPH - STA 123+87.50 - STA 126+12.50
40 MPH - UNLESS OTHERWISE NOTED BELOW
70 MPH - STA 212+00 R2 - STA 330+00 R2
DATED 8-20-2019
APPROVED BY TxDOT TP&P DIVISION
YEAR 2045 PROJECTIONS
TRAFFIC VOLUMES BASED ON
TO US 287
FROM I-20
I-820
STAIR RD
TO BRENTWOOD
FROM US 287
I-820
BLVD
TO PARK SPRINGS
INTERCHANGE
FROM I-20/I820
I-20
TO FOREST HILL DR
INTERCHANGE
FROM I-20/I820
I-20
TO BISHOP STREET
FROM I-820
US 287
TO SUBLETT RD
FROM I-20
US 287
AVERAGE DAILY TRAFFIC MAINLANES - 2025 (2045) 145,300 (196,100) 110,500 (149,200) 231,200 (312,600) 202,100 (272,700) 74,100 (100,100) 73,900 (99,900)
AVERAGE DAILY TRAFFIC FRONTAGE ROADS - 2025 (2045) 31,200 (41,600) 31,200 (41,600) 37,700 (50,800) 20,500 (28,300) 14,800 (19,900) 24,200 (33,300)
DIRECTIONAL DISTRIBUTION 52.0} 52.0} 53.0} 53.0} 54.0} 54.0}
PERCENT TRUCKS OF ADT 5.5} 6.2} 8.1} 8.7} 7.2} 10.0}
K FACTOR 9.9} 9.9} 7.2} 7.2} 9.7} 9.7}
[
US287 - S
TA 364+00
SE
E
RO
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US287 - S
TA 364+00
SE
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RO
LL 4
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PR
OP
OS
ED
PR
OP
OS
ED
BIS
HOP S
T
WIC
HIT
A S
T REED S
T
VAUGHN BLVDE
RATH S
T
SH
AC
KLEFO
RD S
T
BA
YLO
R S
T
HAR
DE
MA
N S
T
VA
UG
HN B
LVD
WIL
BAR
GER S
T
KIL
LIA
N S
T
CHIL
DRESS S
T
DO
WDELL S
T
COLLIN S
T
MIL
LER A
VE
CHIC
KASA
W A
VE
DO
NALEE S
T
BRIG
HT S
T
SYD
NEY S
T
REED S
T
CO
MA
NC
HE S
T
RUFUS S
TD
ON
ALEE S
TGR
AYSO
N S
T
CASTLE
MA
N S
T
DO
WDELL S
T
FRED
DIE S
T
BA
YL
OR S
T
MIL
LER A
VE
PIE
RCE A
VE
HIL
LSID
E A
VE
FAIR
LA
NE A
VE
JEA
N A
VE
MARTIN S
T
S E
DGE
WO
OD T
ER
ACE
HIL
LSID
E A
VE
S H
UG
HES A
VE
BUR
KE R
D
WIL
HEL
M S
T
WILBARGER ST
S E
DGE
WO
OD T
ERR
ACE
RIM
BE
Y R
D
HAR
DE
MA
N S
T
BO
WM
AN SPRIN
GS R
D
BIS
HOP S
T
VIL
LA
GE C
REE
K R
D
VIL
LA
GE C
RE
EK R
D
S C
OLLAR
D S
T
E B
ERR
Y S
T
E B
ERR
Y S
T
REN
AIS
SA
NCE D
R EMERSO
N S
T
VAUGHN BLVD
ER
ATH S
T
MO
NTA
GUE C
T
N
0 100 200 400
HORIZONTAL
287
